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HomeMy WebLinkAboutCouncil Packet - 7/13/2020 THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, REGULAR SESSION TO BE HELD AT THE HAROLD E. GETTY COUNCIL CHAMBERS Monday, July 13, 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 547 Roll Call. Prayer or Moment of Silence Pledge of Allegiance Martin M. Petersen, City Attorney Agenda, as proposed or amended. Minutes of June 29, 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 July 27, 2020, to approve a request by the City of Waterloo to vacate a 20 foot-wide sanitary sewer easement, which consists of 1.4 acres, located south of 4550 Hess Road, and rescinding Ordinance No. 5545, and instruct City Clerk to publish said notice. Submitted By: Noel Anderson, Community Planning and Development Director 3. Request to certify assessment to 611 Nevada Street in the amount of $3,327, 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, General Manager, Waterloo Water Works 4. Motion approving Final Quantity Summary for a net decrease of $60,735.40 in conjunction with the FY 2019 Dysart Road and W. 2nd Street Reconstruction Program, Contract No. 970, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Dennis Gentz, PE, Assistant City Engineer 5. Resolution approving Completion of Project and Recommendation of Acceptance of Work, for work performed by K. Cunningham Construction Co., Inc., of Cedar Falls, Iowa, in the amount of $1,203,277.94, in conjunction with the FY 2019 Dysart Road and W. 2nd Street Reconstruction Program, Contract No. 970, and receive and file a two-year maintenance bond. Page 2 of 547 Submitted By: Jamie Knutson, PE, City Engineer 6. Motion approving Final Quantity Summary for a net decrease of $13,124 in conjunction with the FY 2019 Brock 3rd Addition Sanitary Sewer Extension Project, Contract No. 986, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Dennis Gentz, PE, Assistant City Engineer 7. Resolution approving Completion of Project and Recommendation of Acceptance of Work, for work performed by Dave Schmitt Construction Co., Inc., of Cedar Rapids, Iowa, in the amount of $110,305, in conjunction with the FY 2019 Brock 3rd Addition Sanitary Sewer Extension, Contract No. 986, and receive and file a two-year maintenance bond. Submitted By: Jamie Knutson, PE, City Engineer 8. Resolution approving award of bid to Pirc-Tobin Construction Inc., of Alburnett, Iowa in the amount of $1,926,434.50, and approving the contract, bonds, and certificate of insurance in conjunction with the FY 2020 Leversee Road Sanitary Sewer and Water Main Improvements, Contract No. 987, and authorizing the Mayor to execute said documents. Submitted By: Matt Schindel, Associate Engineer 9. Resolution approving award of bid to Landmark Turf Services, LLC, of Dunkerton, Iowa, in the amount of$45,874, and approving the contract, bonds, and certificate of insurance, in conjunction with the FY 2021 Levee Rip Rap Spraying Project, Contract No. 1027, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Wayne Castle, PLS, PE, Associate Engineer 10. Resolution approving award of bid to Kiesler Police Supply, Inc., of Jeffersonville, Indiana, for bid item No.s 1-6, in the amount of $34,049.80, and awarding bid to Sunset Law Enforcement, of Ackley, Iowa, for bid item No.s 7-9, in the amount of $4,551, in conjunction with the Police FYE 2021 ammunition needs as budgeted. Submitted By: Dave Mohlis, Police Captain 11. Resolution approving installation of (1) one 25 MPH Speed Hump in the 3000 block of Niles Street. Submitted By: Sandie Greco, Traffic Operations Director B. Motion to approve the following: 1. LIQUOR LICENSES a. Dad's Pub, 1106 La Porte Rd. Class: C Liquor and Outdoor Service Renewal Application Includes Sunday Expiration Date: 6/30/2021 2. APPOINTMENTS a. Jeff Koch Board/Commission: General Contractors Board Expiration Date: July 10, 2023 Re-Appointment Page 3 of 547 3. Motion approving a Cigarette/Tobacco/Nicotine/Vapor permit application with Shwe Nyiko Market, located at 911 Commercial St. 4. Bonds. PUBLIC HEARINGS 2. FY 2020 Warp Drive RISE Project, Contract No. 977. 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 3. West Ridgeway Avenue at Greyhound Drive Traffic Safety Improvements Project, Iowa DOT grant project number CS-TSF-8155(762)--85-07. 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 Traffic Engineer for review. Submitted By: Mohammad Elahi, Traffic Engineer 4. Asphalt emulsions for the City's Recycled Asphalt Paving Program. 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 specifications, form of contract, etc. and authorizing to proceed. Motion to receive file and instruct City Clerk to read bids Resolution approving award of bid to Bituminous Materials and Supply, LP of Des Moines, Iowa, in an amount not to excees $152,500, in conjunction with Asphalt Emulsions for the City's Recycled Asphalt Paving Program, approving the contract, bonds and certificate of insurance, and authorizing the Mayor to execute said documents. Submitted By: Randy Bennett, Public Works Division Manager 5. Amendment to the Downtown Waterloo Riverfront Urban Renewal and Redevelopment Plan, to update projects and project budgets to be included in the Plan, and other general updates to the Plan. 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 affirming previous determination of an area of the City to be an area of slum and blight and an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety, or welfare, designating said area as appropriate for an urban renewal project, and Page 4 of 547 approving the plan amendment. Submitted By: Noel Anderson, Community Planning and Development Director 6. Amendment to the Martin Road Development Plan, to update projects and project budgets to be included in the Plan, and other general updates to the Plan. 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 affirming previous determination of an area of the City to be an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project, and approving the plan amendment. Submitted By: Noel Anderson, Community Planning and Development Director 7. Amendment to the Northeast Industrial Area Urban Renewal and Redevelopment Plan, to update projects and project budgets to be included in the Plan, and other general updates to the Plan. 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 affirming previous determination of an area of the City to be an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project, and approving the plan amendment. Submitted By: Noel Anderson, Community Planning and Development Director 8. Amendment to the Rath Urban Renewal and Redevelopment Plan, to update projects and project budgets to be included in the Plan and other general updates to the Plan. 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 affirming previous determination of an area of the City to be an area of slum and blight and an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project, and approving the plan amendment. Submitted By: Noel Anderson, Community Planning and Development Director 9. Amendment to the East Waterloo Unified Urban Renewal and Redevelopment Plan, to update projects and project budgets to be included in the Plan and other general updates to the Plan. 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 affirming previous determination of an area of the City to be an area of slum and blight and an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project, and Page 5 of 547 Tgov n tie Ian �a�ne�dment. mite y: oe n erson, Community Planning and Development Director 10. Amendment No. 3 to the Crossroads Waterloo Urban Renewal and Redevelopment Plan to remove properties from the Urban Renewal Area, update projects and project budgets to be included in the Plan, and other general updates to the Plan. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments, and recommendation of approval of the Planning, Programming and Zoning Commission. Resolution affirming previous determination of an area of the City to be an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project, and approving the plan amendment. Motion to receive, file, consider and pass for the first time an ordinance providing that general property taxes levied and collected each year on all property located within the newly described Crossroads Waterloo Urban Renewal and Redevelopment Plan Area, in the City of Waterloo, County of Black Hawk, State of Iowa, by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts, be paid to a special fund for payment of principal and interest on loans, monies, advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said Urban Renewal Project. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt the ordinance. Submitted By: Noel Anderson, Community Planning and Development Director 11. Amendment No. 6 to the San Marnan Urban Renewal and Redevelopment Plan to expand the boundaries, update projects and project budgets to be included in the Plan, and other general updates to the Plan. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments, and recommendation of approval of the Planning, Programming and Zoning Commission. Resolution affirming previous determination of an area of the City to be an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project, and approving the plan amendment. Motion to receive, file, consider and pass for the first time an ordinance providing that general property taxes levied and collected each year on all property located within the newly described San Marnan Urban Renewal and Redevelopment Plan Area, in the City of Waterloo, County of Black Hawk, State of Iowa, by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts, be paid to a special fund for payment of principal and interest on loans, monies advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said Urban Renewal Project. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt the ordinance. Submitted By: Noel Anderson, Community Planning and Development Director Page 6 of 547 12. Sale and conveyance of City owned property located at the northeast corner of Commercial Street and 6th Street, in the amount of $1.00, to 6 Comm Properties, LLC, including an Amendment to a Development and Minimum Assessment Agreement, and rescinding Resolution No. 2020-226. 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 at the northeast corner of Commercial Street and 6th Street, to 6 Comm Properties LLC, in the amount of $1.00, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with 6 Comm Properties LLC, and rescinding Resolution No. 2020-226, and authorizing Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director 13. Request by Personified, Inc., to vacate approximately 12,880 square feet of Bluff Street right-of-way located adjacent to 326 West 17th Street. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments, and recommendation of approval of the Planning, Programming and Zoning Commission. Motion to receive, file and consider and pass for the first time an ordinance approving a request by Personified, Inc., to vacate approximately 12,880 square feet of Bluff Street right-of-way located adjacent to 326 West 17th Street. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt said ordinance. Submitted By: Noel Anderson, Community Planning and Development Director 14. Sale and conveyance of City owned property generally described as vacated Bluff Street abutting 326 West 17th Street, to Personified, Inc., in the amount of $1.00. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution approving the sale and conveyance of City owned property, generally described as vacated Bluff Street abutting 326 West 17th Street, to Personified, Inc., in the amount of $1.00, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with Personified, Inc., requiring improvements to the area vacated, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director 15. Sale and conveyance of City owned property located northeast of 940 West 7th Street, to Clark A. Holdiman, in the amount of $500 and approval of a development 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. Page 7 of 547 Resolution authorizing the sale and conveyance of City owned property located northeast of 940 West 7th Street, to Clark A. Holdiman, in the amount of$500, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with Clark A. Holdiman, for the demolition of buildings on site and cleanup of site, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director 16. Sale and Conveyance of City owned property generally described as 1809 Black Hawk Street, in the amount of $1.00, to 5Bees, LLC, including a Development 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 property generally described as 1809 Black Hawk Street, to 513ees, LLC, in the amount of $1.00, and authorizing the Mayor and City Clerk to execute said document. Resolution approving a Development and Minimum Assessment Agreement with 5Bees, LLC for the construction/rehabilitation of four phases of projects totaling 14,500 square feet of commercial buildings and $800,000 in new taxable value, with a grant of $120,000 for the multiple phases, and rescinding the previous Development Agreement with 3 Little Lambs, LLC, executed on February 17, 2020, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Lease Agreement with 5Bees, LLC for the maintenance of the northwest corner of Black Hawk Street and West 18th Street, per the Development Agreement, and rescinding Lease Agreement executed July 9, 2018 with 3 Little Lambs, LLC, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director RESOLUTIONS 17. Resolution Approving Professional Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, in the amount of $79,500, in conjunction with the Preliminary Engineering Report on US Highway 63 South Interceptor Sewer Upgrade Project, and authorizing the Mayor to execute said documents. Submitted By: Matthew Hosford, Collections System Project Director 18. Resolution approving award of bid to Aspro, Inc. of Waterloo, Iowa in the amount of $3,219,441.48, and approving the contract, bonds, and certificate of insurance in conjunction with the FY 2020 Asphalt Overlay Program, Contract No. 992, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Wayne Castle, PLS, PE, Associate Engineer 19. Resolution approving Amendment No. 2 to the Professional Services Agreement with I & S Group, Inc., originally executed March 27, 2020, to convert the Construction Administration Phase from hourly to a fixed fee of $15,000 per owner, in conjunction with the Five Sullivan Brothers Convention Center Penthouse/Chiller Project, and authorizing the Mayor to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director Page 8 of 547 20. Resolution approving the Community Catalyst and Remediation Grant, Contract Number 20-CTBF-028, with Iowa Economic Development Authority, in the amount of $100,000, for the redevelopment of property located at 1427-1429 W. 3rd Street and 405 Bayard Street, and authorizing the Mayor to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director 21. Resolution approving a request by CGA Engineers, on behalf of Midwest Development, to approve the final plat of Lincolnshire Addition, a 24 lot residential subdivision located northwest of 3520 Ansborough Avenue. Submitted By: Noel Anderson, Community Planning and Development Director 22. Resolution approving Supplemental Agreement No. 4 to a Professional Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, orginally executed August 18, 2014, in an amount not to exceed $169,500, in conjunction with the Dry Run Creek Interceptor Project, Contract No. 877, and authorizing the Mayor to execute said documents. Submitted By: Matthew Hosford, Collections System Project Director 23. Resolution approving Addendum No. 3 to the Professional Services Agreement with Robinson Engineering Company, of Independence, Iowa, originally executed July 30, 2018, in an amount not to exceed $13,570, in conjunction with the Westdale Subdivision Swale Project, and authorizing the Mayor to execute said document. Submitted By: Wayne Castle, PLS, PE, Associate Engineer 24. Resolution approving Supplemental Agreement No. 2, to the Professional Services Agreement with HR Green, Inc., of Cedar Rapids, Iowa, originally executed April 6, 2020, in an amount not to exceed $30,015, in conjunction with the FY 2021 Shaulis Road Reconstruction - Hess Road to Hwy. 218 Project, Contract No. 1020, and authorizing the Mayor to execute said document. Submitted By: Matt Schindel, Associate Engineer ORDINANCES 25. An Ordinance amending the 2008 Traffic Code by adding Subsection (274b) Movilla Street, West side of Movilla Street from Stewart Avenue in a Southerly Direction to the Dead End, to Section 551, Parking Prohibited at All Times on Certain Streets. Motion to receive, file, consider and pass for the first time, an ordinance amending the City of Waterloo Traffic Code by adding Subsection (274b) Movilla Street, West side of Movilla Street from Stewart Avenue in a Southerly Direction to the Dead End, to Section 551, Parking Prohibited at All Times on Certain Streets. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt said ordinance. Submitted By: Sandie Greco, Traffic Operations Director OTHER COUNCIL BUSINESS 26. Motion approving Change Order No. 1 for a net increase of $134,400 to Don Gardner Construction Company of Waterloo, Iowa, in conjunction with the Page 9 of 547 FY2019 Young Arena Roof Replacement Project, Contract No. 998, and authorizing the Mayor to execute said document. Submitted By: Travis Nichols, Facilities/Project Manager 27. Motion approving Change Order No. 2, for a net increase of $10,892.75, to Peters Construction Corporation, Waterloo, Iowa, in conjunction with the Five Sullivan Brothers Convention Center Exhibition Hall Ceiling Renovation Project, and authorizing the Mayor to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk MEETINGS 3:50 p.m. Council Work Session, Harold E. Getty Council Chambers 5:10 p.m. Finance Committee, Harold E. Getty Council Chambers PUBLIC INFORMATION 1. Communication from the Waterloo Police Department on the REVISED notice of the conclusion of employment for Randy Girsch, Police Officer, effective June 4, 2020 with recommendation of approval of payout of$28,675.12 for unused benefits. 2. Communication from the Engineering Department on the notice of the conclusion of employment for Jeff Bales, Associate Engineer, effective June 19, 2020 with recommendation of approval of payout of$4,558.07 for unused benefits. 3. Historic Preservation Commission minutes of May 19, 2020. 4. Complete Streets minutes of May 19, 2020. Page 10 of 547 CITY OF WATERLOO Council Communication Minutes of June 29, 2020, Regular Session, as proposed. City Council Meeting: 7/13/2020 Prepared: ATTACHMENTS: Description Type U Minutes of 6/29/2020 Backup Material Submitted by: Submitted By: Page 11 of 547 June 29, 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, June 29, 2020. Mayor Quentin Hart in the Chair. Roll Call: Boesen, Amos, Morrissey, Klein, Feuss, Grieder, Juon joined the meeting by telephone. Mrs. Klein was present. Prayer or Moment of Silence. Pledge of Allegiance: Joel Fitzgerald, Police Chief 157976 - Morrissey/Feuss that the Agenda, as proposed, for the Regular Session on Monday, June 29, 2020, at 5:30 p.m., be accepted and approved. Voice vote-Ayes: Seven. Motion carried. 157977 - Morrissey/Feuss that the Minutes, as proposed, for the Regular Session on Monday, June 22, 2020, at 5:30 p.m., be accepted and approved. Voice vote-Ayes: Seven. Motion carried. ORAL PRESENTATIONS Jamodd Sallis,requested an amendment to the Juneteeth event to include blocking of additional Streets. Timina Micou, 3002 Niles Street, Good Shepherd Neighborhood, commented that they have no sidewalks and people speed down the street. Their neighborhood has asked that speed bumps be placed on Niles, Keystone and Lakeside Streets. Mosin Ansar, 306 Byron Avenue, Guddi Mart, commented that he has fired his employee who sold tobacco to a minor. He asked if the $300 fine could be dismissed. Kelley Felchle, City Clerk, encouraged Mr. Ansar to get in contact with the legal department to discuss the matter. Randy Bennett, Public Works Division Manager and Jamie Knutson, City Engineer, commented on the record amount of rainfall in June, the effects it has had in the Home Park, Upland/Muncy and the Reber areas of Waterloo and what steps the city has made to help alleviate the issues. Randy Bennett also commented on the masterplan and the work being done by AECOM to develop modeling of the system to make the proper changes to help in the future. Mayor Hart clarified that a corrective action plan will be on the agenda for the first meeting in July. Doug Schindel, AECOM, commented that a preliminary design report will be on the next agenda along with additional modeling from service area 19 going into 18 and along Highway 63. Mayor Hart clarified that service areas 18 and 19 are Home Park, Reber, Upland and Muncy. Doug Schindel confirmed. Janice Judisch, 716 Home Park Blvd., explained the damage done to her home from the sewage backing up inter her basement and questioned if she will receive a financial break for clean-up efforts. She further questioned what the city council is going to do about sewage backing up in her home. Lyndi Coburn, 2127 W. 3rd Street, commented that her family had severe sewer water backup in their basement, which is not covered by their insurance. She added that her husband was in an automobile accident and is unable to help with clean-up. She stated that a contractor estimated that it would cost $20,000 to repair their basement. She asked that the residents receive compensation for the damage done to their homes. Joe Greemore, 2109 W. 3rd Street, questioned how long it would take to correct the backup issues in his neighborhood. Page 12 of 547 June 29, 2020 Page 2 Jeika Pinero, 724 Reber Avenue, commented that she has experienced two back-ups in her home. She had just finished cleaning up from the first back up and the next day it backed up again. She has insurance to cover her loss but because she has filed two claims, she now runs the risk of being dropped by her insurance company. She believes the city has been negligent and irresponsible and asks that the city reimburse its citizens for their losses. David Stoner, 2122 W. Yd Street, commented that his son could have died due to the rising sewer water in the basement where he slept. Ellen Myers, 1142 Grant Avenue, commented that she has a family member who lives in this neighborhood and has 25 years of experience working as a municipal wastewater employee and the Department of Natural Resources. She speculated that it was a shortsighted move on the city's part to remove a connection as it caused severe backups. Peggy Pontious, 829 Home Park Blvd., explained the history of flooding in her basement. Sarah Damm, 826 Home Park Blvd., described the sewer damage to her home and said she is trying to figure out how to find the money to fix the damage to her home after having just spent $1,200 to clean after the first back up. She also said the sidewalk outside her home is covered in sludge and asked how residents are to protect themselves when it happens again. Lori Gross and Ken Maynard, 730 Home Park Blvd., described the improvements they have made to their home and the damage that has occurred due to the heavy rain events. They commented that they have filed an insurance claim with the city but have concerns if any of this will affect the resale value of their home. Lori De Vries, 902 Home Park Blvd., commented that she has lived in the Byrnes Park neighborhood for 28 years and have had five backups during those years. She asked if an impact study was done before the city made changes to the sewer lines and if so, she wants to read it. Amy Faley, 727 Home Park Blvd., commented that she had 6 inches of sewer water in their basement and described the damage to their home. Jerry Muhlstein,previously lived at 912 Home Park Blvd. for 16 years and in 2008 she had 4-5 feet of back up in her basement and lost everything. At that time, the city assured them that once the work at Byrnes Park and Columbia Circle was complete, this would never happen again. Brooke Hlubek, 726 Home Park Blvd., commented that she and her husband recently purchased their home and detailed the affects the sewer back up has had on them. Chris Lines and Shane Vineyard, 822 Home Park Blvd., commented that they were two weeks away from completing projects so they could put their home up for sale and then had sewage back up. They are now concerned if they'll even be able to sell their house, as the buyer of a neighbor's house has now backed out of the purchase due to the sewer issues in the neighborhood. They stated that their realtor suggested they wait a year before trying to sell the house. Kevin Jass, 812 Kingsley Ave., commented that he purchased a home on Kingsley Avenue in 2009 and that in 2010 there was so much water that Home Park Blvd. looked like a river and his sewer back up plug blew out. Since then he has added two sump pumps and spent thousands of dollars in improvements, but he found 20 inches of sewer water in his basement after the rainfall last week. He is a musician and lost all of his gear and appliances. This is the second time since 2010 that he has had this problem. Rikki Shaver, 727 Home Park Blvd., read a press release from the U. S. Department of Justice regarding the requirements and responsibilities of the city as part of the Consent Decree. She then commented that removing the lines might be mandatory, but so is preventing unlawful sewage backups into the resident's basements. She requested that a resident committee be involved as part of the modeling efforts. Forest Dillavou, 1725 Huntington Road, commented that he sympathized with the residents who commented at the meeting tonight. Page 13 of 547 June 29, 2020 Page 3 John Sherbon, 1715 Robin Road, commented on the history of flooding in areas of Waterloo and speculated that development around the flood plain near Highway 63 is causing problems. Shayla Love, 4786 Winghaven Drive, commented that she had a $25,000 loss to her basement. She asked what the resolution would be to her situation. Jared Koweil, 816 Kingsley Avenue, commented that he only had 6 inches of water in his basement and suffered far less loss than those who have spoken. He said it is good to see people show up to support one another and that something needs to be done about the issue. 157978 - Morrissey/Klein For a 10 minute recess at 7:05 p.m. Voice vote-Ayes: Seven. Motion carried. 157979 - Morrissey/Grieder To reconvene at 7:17 p.m. Voice vote-Ayes: Seven. Motion carried. Mr. Grieder requested a special session with council to review the sewage issues and options to help the citizens who have requested the city's assistance. Mrs. Klein agrees with the need to have discussions but does not want the discussions to delay the progress on the current modeling. She asked when the shovels would actually go into the ground and the target date for project completion, as the modeling has been going on quite a while. Mayor Hart commented that it is not possible at this moment to give any dates. Mrs. Klein explained that she was told that once the modeling was close to being finished, we would be able to have a projected start and finish date. Mayor Hart asked when shovels would be in the ground and when a projected date would be available. Randy Bennett commented that additional modeling will need to occur to incorporate the Muncy and Home Park Blvd. neighborhood areas as well as the sourcing of funds for the increased project. Doug Schindel commented that the additional modeling will help to provide a long term solution and that a preliminary design report will come before council at the next meeting. The short-term solution was to reconnect the lateral line and the longer term will include the upgrade and upsize of the Highway 63 interceptor sewer all the way from Highway 20 up to and including Home Park. He explained that this would be a multimillion-dollar project for a longer-term solution. Mayor Hart clarified that there will be direction and answers at the first meeting in July. Mr. Morrissey commented that the people who talked today are just a small portion of the people who experience issues throughout the community with water and sewer backups. He questioned what planning goes into making certain that water is taken care of when a development expands. He questioned how many watersheds the city has, how many projects are completed and planned in the watersheds, and are there plans for both foreseen and unforeseen problems in those watersheds. Jamie Knutson commented that there are roughly a dozen named creeks in Waterloo along with sub watersheds within those. He added that the storm water projects that Mr. Morrissey is asking about would not address the sewage issues in the Reber, Home Park, Upland or Muncy neighborhoods. Mr. Boesen commented that the city needs to develop a long-term solution for these issues that people in the community are experiencing. He stated that the city needs to prioritize projects that are having an impact on citizens. He recommended earmarking a portion of the Local Option Sales Tax funds to fixing sewer and storm water plans. Mr. Amos questioned if a quick fix is feasible. Mr. Bennett listed several steps the city has taken from preventing back up events like this from happening in the future. Page 14 of 547 June 29, 2020 Page 4 Mayor Hart clarified that the sewer disconnect has been opened back up, staff will be monitoring these areas during rain events, pumps will be available in areas of need, community involvement is welcomed, and AECOM will have their plan before council at the first meeting in July. Mr. Morrissey questioned if the city is sure of what caused the problem and if the city is overdeveloping parts of town. Randy Bennett commented on the apparent cause and the city is in contact with the Department of Natural Resources throughout the process. Jamie Knutson commented that the city adopted an ordinance 10 years ago requiring new developments to detain more of their storm water runoff prior to slowly letting it out into the city creeks, drainage ways, etc. He also commented that there would always be the chance than an event could happen that will be bigger than what the city has designed for that will overwhelm the structures and ponds that are built. Humphry Hills, 2233 W. 3rd St., questioned if grant funding is available to help with his losses. 157980 - Morrissey/Grieder that the above oral comments be received and placed on file. Voice vote-Ayes: Seven. Motion carried. CONSENT AGENDA 157981 - Morrissey/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 June 29, 2020, in the amount of$6,684,750.79 and$1,599,989 for July 1, 2020 to pay for FY2021 insurance premiums, 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. 2020-482. 2. Resolution approving Variance to Noise Ordinance request from the Screaming Eagle American Bar& Grill, 228 East 4th Street, to close the 600 block of Lafayette Street every Thursday between July 9, 2020 and October 1, 2020 from 5:00 p.m. to 10:00 p.m., with use of city barricades, and adhering to Covid guidelines. Resolution adopted and upon approval by Mayor assigned No. 2020-483. of Juneteenth in Atly, for-the an*ual eelebr-ation to be held in bineein Pafk on July 3, 2020, f om 5:00 p to n.nn p m., ineluding use of" P.A. system and deet elesufe of P 4. Resolution awarding bid to Advanced Environmental Testing and Abatement, Inc., of Waterloo, Iowa, in the amount of$19,877, in conjunction with asbestos abatement at the Police Department storage facility. Resolution adopted and upon approval by Mayor assigned No. 2020-484. 5. Resolution approving request of Anne Marie Kofta for a waiver for a concrete driveway, located at 147 Norfolk Road, with the elimination of the sidewalk section for continuity within the neighborhood. Page 15 of 547 June 29, 2020 Page 5 Resolution adopted and upon approval by Mayor assigned No. 2020-485. 6. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as July 16, 2020, and date of public hearing as July 20, 2020, in conjunction with the FY 2021 Lowell Elementary Sanitary Sewer Reconstruction Project, Contract No. 1026, and instruct the City Clerk to publish said notice. Resolution adopted and upon approval by Mayor assigned No. 2020-486. 7. Resolution setting date of public hearing as July 13, 2020, to authorize the sale and conveyance of City property generally described as vacated Bluff Street abutting 326 West 17th Street, to Personified, Inc., in the amount of$1.00, including a Development Agreement requiring improvements to the area vacated, and instruct the City Clerk to publish said notice. Resolution adopted and upon approval by Mayor assigned No. 2020-487. 8. Resolution setting date of public hearing as July 13, 2020, to approve the sale and conveyance of City owned property located northeast of 940 West 7th Street, in the amount of$500, to Clark A. Holdiman, including a Development Agreement, and instruct the City Clerk to publish said notice. Resolution adopted and upon approval by Mayor assigned No. 2020-488. 9. Resolution setting date of public hearing as July 13, 2020, to approve the sale and conveyance of City owned property located at the northeast corner of Commercial Street and 6th Street, in the amount of$1.00, to 6 Comm Properties, LLC, including an Amendment to a Development and Minimum Assessment Agreement, and instruct the City Clerk to publish said notice. Resolution adopted and upon approval by Mayor assigned No. 2020-489. 10. Resolution setting date of public hearing as July 13, 2020, to authorize the sale and conveyance of property generally described as 1809 Black Hawk Street, to SBees, LLC, in the amount of$1.00, including a Development Agreement with grant funds of$120,000, Minimum Assessment Agreement for multiple phases totaling $800,000, for the development of a 3,000 sq. ft. phase I, 2,000 sq. ft. phase II, 3,000 sq. ft. phase III, and 6,500 sq. ft. phase IV, and a lease agreement, for property located at the intersection of West 18th Street and Black Hawk Street, and instruct the City Clerk to publish said notice. Resolution adopted and upon approval by Mayor assigned No. 2020-490. 11. Resolution setting date of public hearing as July 13, 2020, to approve the request of Personified, Inc., to vacate approximately 12,880 square feet of Bluff Street right of way, located adjacent to 326 West 17th Street, and instruct the City Clerk to publish said notice. Resolution adopted and upon approval by Mayor assigned No. 2020-491. b. Motion to approve the following: I• Approved Beer, Liquor, and Wine Applications Name &Address of Business Class New or Expiration Includes Renewal Date Sunda a. Dad's Pub, 1106 La Porte Rd. C Liquor and Outdoor Renewal 6/30/2021 x *Ownership Update* Service b. Kwik Star#723, 707 C Beer Renewal 7/21/2021 x Broadway St. c. Kwik Star#722, 1214 C Beer Renewal 7/21/2021 x Franklin St. d. Kwik Star#715, 1636 W. 4th C Beer Renewal 7/29/2021 x St. Page 16 of 547 June 29, 2020 Page 6 e. Target Store T-1792, 1501 E. B Wine, C Beer, and E Renewal 6/27/2021 x San Marnan Dr. Liquor f. The American Legion, 728 C Liquor and Outdoor New 6/14/2021 x Commercial St. Service 2. Mayor Hart's recommendation of the following appointments: Appointee Board/Commission Expiration Date New or Re-Appointment Pat Becker MET Transit Authority June 30, 2023 Re-Appointment Lon Kammeyer MET Transit Authority June 30, 2023 New Janna Diehl MET Transit Authority June 30, 2023 Re-Appointment Stefanie Hartel MET Transit Authority June 30, 2023 New Dusky Steele MET Transit Authority June 30, 2023 New Larry Bjortomt Library Board of Trustees June 30, 2026 Re-Appointment Cary Darrah Airport Board June 30, 2024 Re-Appointment Sherman Wise Experience Waterloo Board June 30, 2023 Re-Appointment Tom Powers Experience Waterloo Board June 30, 2023 New Todd Holcomb Airport Board June 30, 2024 New Joy Briscoe Experience Waterloo Board June 30, 2023 New 3. Recommendation of appointment of Todd Wright from the Civil Service List to the position of Garage Mechanic, pending completion of physical and drug testing, effective July 14, 2020. 4. Recommendation of appointment of Christopher Bovy from the Civil Service List to the position of Central Garage Mechanic, pending completion of physical and drug testing, effective July 13, 2020. 5. Motion to approve the following Cigarette/Tobacco/Nicotine/Vapor licenses, expiring June 30, 2021: - The Snack Shack#1, 4335 Texas St. - The Snack Shack#2, 189 W. I Ith St. - Guddi Mart, Inc., 306 Byron Ave. - BYs Sports Bar and Billiards, 110 Ida St. - Prime Mart 1, 3535 Marigold Dr. - BP Fuel, 127 Jefferson St. 6. Bonds. Roll call vote-Ayes: Seven. Motion carried. 157982 - Amos/Feuss 1A3. Resolution approving Variance to Noise Ordinance request from Passion Anthony, on behalf of Juneteenth in July, for the annual celebration to be held in Lincoln Park on July 3, 2020, from 5:00 p.m. to 9:00 p.m., including use of a P.A. system and street closure of Park Avenue between Franklin and Mulberry. Roll-call vote-Ayes: Seven. Motion carried. 157983- Amos/Grieder To amend by adding E. 4th Street between Franklin and Mulberry Streets. Roll-call vote-Ayes: Seven. Motion carried. Page 17 of 547 June 29, 2020 Page 7 Pat Treloar, Fire Chief, approves of the amendment and added that the Main Fire Station has flood clean-up kits available to those in need. Resolution adopted and upon approval by Mayor assigned No. 2020-492. PUBLIC HEARINGS 157984 - Morrissey/Feuss that proof of publication of notice of public hearing on Taxable Sewer Revenue Capital Loan Notes - The issuance of not to exceed $27,000,000 Taxable Sewer Revenue Capital Loan Notes, Series 2020 (State of Iowa Revolving Fund Loan), as published in the Waterloo Courier on June 23, 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. 157985 - Morrissey/Feuss that the hearing be closed. Voice vote-Ayes: Seven. Motion carried. 157986 - Morrissey/Feuss that "Resolution instituting proceedings to take additional action for the issuance of not to exceed $27,000,000 Taxable Sewer Revenue Capital Loan Notes, Series 2020, and authorizing to proceed", be adopted. Roll-call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-493. 157987 - Feuss/Grieder that proof of publication of notice of public hearing on FY 2020 Leversee Road Sanitary Sewer and Water Main Improvements Project, Contract No. 987, as published in the Waterloo Courier on June 15, 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. 157988 - Feuss/Grieder that the hearing be closed. Voice vote-Ayes: Seven. Motion carried. 157989 - Feuss/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. 2020-494. 157990 - Feuss/Grieder Motion to receive and file and instruct City Clerk to read bids and refer to City Engineer for review. Estimate: $1,573,575 Bidder Bid Security Bid Amount DIV 1 $1,304,311.00 Dave Schmitt Construction Co., Inc. 5% DIV 2 $1,077,672.80 Cedar Rapids, IA Total $2,381,983.80 Page 18 of 547 June 29, 2020 Page 8 Boomerang Corp. DIV 1 $1,414,745.00 Anamosa, IA 5% DIV 2 $ 823,075.00 Total $2,237,820.00 Pirc Tobin Construction, Inc. DIV 1 $1,263,005.005% DIV 2 $ 663,429.50 Alburnett, IA Total $1,926,434.50 S.M. Hent es and Sons Inc. DIV 1 $1,581,954.00 g 5% DIV 2 $ 936,111.00 Jordan, MN Total $2,549,565.00 Voice vote-Ayes: Seven. Motion carried. 157991 - Amos/Grieder that proof of publication of notice of public hearing on FY 2021 Levee Rip Rap Spraying Project, Contract No. 1027, as published in the Waterloo Courier on June 15, 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. 157992 - Amos/Grieder that the hearing be closed. Voice vote-Ayes: Seven. Motion carried. 157993 - Amos/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. 2020-495. 157994 - Amos/Grieder Motion to receive and file and instruct City Clerk to read bids and refer to City Engineer for review. Engineer's Estimate: $ 55,905.00 Bidder Bid Security Bid Amount Landmark Turf Services, 5% Check $ 45,874 LLC, Dunkerton, Iowa Voice vote-Ayes: Seven. Motion carried. RESOLUTIONS 157995 - Klein/Grieder that "Resolution approving Supplemental Agreement No. I to the Professional Service Agreement with Wayne Claassen Engineering and Surveying,Inc., of Waterloo,Iowa,in the amount not to exceed $292,000 for the FY 2021 Northwest Interceptor Sewer Extension,Contract No. 1031,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. 2020-496. 157996 - Klein/Grieder Page 19 of 547 June 29, 2020 Page 9 that"Resolution approving a Professional Services Agreement with Davenport Group, of Lewisburg, Tennessee, in the amount of$115,000, in conjunction with the purchase of equipment and services to refresh the Datacenter storage and related computer equipment and software, and authorizing the Mayor to execute said document", be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-497. 157997 - Klein/Grieder that"Resolution approving general,automobile,public official's errors&omissions, law enforcement and employment practices and umbrella liability coverage with Travelers Insurance, excess umbrella liability coverage with Allied Public Risk, property insurance coverage with Chubb, and workers compensation and third party administration services with Safety National, for a total premium of $1,622,990, with recommendation of approval from the Insurance Committee", be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-498. 157998 - Boesen/Grieder that"Resolution adopting the rate of$1.00 per hour, with the first hour free and a cap of$12 per day, for parking in the ramp located on Commercial Street, on the block between Fourth and Fifth Streets, effective July 1, 2020", be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-499. 157999 - Boesen/Grieder that"Resolution approving a 2.5 percent salary increase for non-bargaining employees, effective July 1, 2020",be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-500. 158000 - Morrissey/Boesen that "Resolution approving an amendment to the Animal Control Services Agreement with the Cedar Bend Humane Society, originally executed June 19, 2017, in conjunction with FY2021 thru FY2023 Animal Control Service Fees, and authorizing 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. 2020-501. 158001 - Morrissey/Boesen that "Resolution approving an Early Access Agreement with Personified, Inc., to allow for improvements to the Bluff Street section abutting 326 West 17th Street, and authorizing 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. 2020-502. ADJOURNMENT 158002 - Klein/Amos that the Council adjourn at 8:16 p.m. Voice vote-Ayes: Seven. Motion carried. Kelley Felchle City Clerk Page 20 of 547 CITY OF WATERLOO Council Communication Resolution setting date of public hearing as July 27, 2020, to approve a request by the City of Waterloo to vacate a 20 foot-wide sanitary sewer easement, which consists of 1.4 acres, located south of 4550 Hess Road, and rescinding Ordinance No. 5545, and instruct City Clerk to publish said notice. City Council Meeting: 7/13/2020 Prepared: 6/24/2020 ATTACHMENTS: Description Type ❑ Staff Report Backup Material ❑ Overview Map Backup Material ❑ Aerial Map Backup Material ❑ Easement Vacation Plat and Legal Description Backup Material ❑ Pictures Backup Material ❑ Application Backup Material Resolution setting date of public hearing as July 27. 2020, to approve a request by the City of Waterloo to vacate a 20 foot-wide sanitary sewer SUBJECT: easement, which consists of 1.4 acres, located south of 4550 Hess Road, and rescinding Ordinance No. 5545, and instruct City Clerk to publish said notice. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Transmitted is a request to set the date of public hearing as July 27, 2020, to approve the request by the City of Waterloo to vacate a 20 foot-wide sanitary sewer easement, which consists of 1.4 acres located south of 4550 Summary Statement: Hess Road, and instruct the City Clerk to publish notice. The Planning and Zoning Commission recommended unanimous approval of the vacate at their regular meeting on February 11, 2020. Expenditure Required: None Source of Funds: N/A Policy Issue: Sanitary Sewer Easement Alternative: N/A The applicant is requesting to vacate a sanitary sewer easement that is no longer needed for any public purposes. The request would not appear to have a negative impact on the surrounding Page 21 of 547 neighborhood or land use. The request would not appear to have a negative impact on vehicular or pedestrian traffic movements in the area. The easement vacate area is zoned "R-1"One and Two Family Residence District, "R-4, R-P"Planned Multiple Residence District and "C-P" Planned Commercial District. Neighboring land uses and zoning: North— Vacant land and Campground, zoned "C-P"Planned Commercial District. South—Vacant Land, zoned "R-l" One and Two Family Residence District and "R-4, R-P"Planned Multiple Residence District. East—Vacant Land and Lost Island Water Park, zoned "C-P"Planned Commercial District. West— Single family homes, zoned "R-2"One and Two Family Residence District. The 20' sanitary sewer easement area is partially in a Zone A, within a Special Flood Hazard Area as indicated by the Federal Insurance Background Information: Administration's Flood Insurance Rate Map, Community Number 190025, and Panel Number 0304F, dated July 18, 2011. There is a sewer main located within the immediate vicinity of the 20' sanitary sewer easement's vacate area. The closest water main is under/along Hess Road. The city is requesting to vacate a 20' sanitary sewer easement south of 4550 Hess Road. After the easement is vacated. The City plans to dedicate three new utility easements for the existing sanitary sewer main that is serving the area. The Planning and Zoning Commission approved the vacate request at their regularly scheduled meeting on February 11, 2020. Therefore, staff recommends that the request to vacate a 20' sanitary sewer easement located south of 4550 Hess Road be approved for the following reasons: 1. The request to vacate would not appear to have a negative impact on the surrounding area. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The area to be vacated is no longer needed for utility purposes. Permanent Easement Ease. Book 5, Page 504 PART OF THE SE 1/4 SEC 11-88-13 DESC AS FOLLOWS: COMM AT THE SE COR SAID SEC THENCE N ALONG E LINE OF SEC A DISTANCE OF 1394.97 FT TO THE PT OF BEG; THENCE DEFLECT LEFT 52 DEG 14 MIN 45 SEC A DISTANCE OF 864.77 FT THENCE DEFLECT LEFT 47 DEG 33 MIN 30 SEC A DISTANCE OF 1297.35 FT THENCE DEFLECT RIGHT 16 DEG 40 MIN 15 SEC A DISTANCE OF 196.75 FT THENCE DEFLECT LEFT Page 22 of 547 52 DEG 42 MIN 30 SEC A DISTANCE OF 690.61 FT TO A PT ON THE W LINE OF THE SE 1/4 SAID SEC THAT IS 32.75 FT S OF Legal Descriptions: THE N ROW LINE OF ANGUS DR THENCE N ALONG SAID 1/4 LINE A DISTANCE OF 28.80 FT THENCE DEFLECT RIGHT 43 DEG 58 MIN 45 SEC A DISTANCE OF 692.43 FT THENCE DEFLECT RIGHT 52 DEG 42 MIN 30 SEC A DISTANCE OF 203.53 FT THENCE DEFLECT LEFT 16 DEG 40 MIN 15 SEC A DISTANCE OF 1303.21 FT THENCE DEFLECT RIGHT 47 DEG 33 MIN 30 SEC A DISTANCE OF 847.73 FT TO A PT ON THE E LINE SAID SEC THAT IS 1423.93 FT N OF SE COR SAID SEC THENCE S ALONG SAID E SEC LINE 25.30 FT TO PT OF BEG. PERMANENT EASEMENT= 1.4 AC. Page 23 of 547 July 27,2020 REQUEST: Request by the City of Waterloo to vacate a 20' sanitary sewer easement, which consists of 1.4 acres located south of 4550 Hess Road. APPLICANT(S): City of Waterloo, 715 Mulberry Street, Waterloo, Iowa 50701 GENERAL Request by the City of Waterloo to vacate a 20' sanitary DESCRIPTION: sewer easement, which contains 1.4 acres, located south of the Bamboo Ridge Campground at 4550 Hess Road. IMPACT ON The request to vacate will not have a negative impact on the NEIGHBORHOOD & surrounding neighborhood. SURROUNDING LAND USE: VEHICULAR & The request to vacate would not appear to have a negative PEDESTRIAN impact on vehicular traffic in the area as the area to be TRAFFIC vacated is no longer needed for utility purposes. CONDITIONS: RELATIONSHIP TO The nearest trail is the Cedar Valley Nature Trail which is RECREATIONAL located approximately a mile to the west of the project site. TRAIL PLAN and COMPLETE STREETS POLICY. ZONING HISTORY The easement vacate area is zoned "R-1" One and Two FOR SITE AND Family Residence District, "R-4, R-P" Planned Multiple IMMEDIATE Residence District and "C-P" Planned Commercial District. VICINITY: Neighboring land uses and zoning: North — Vacant land and Campground, zoned "C-P" Planned Commercial District. South — Vacant Land, zoned "R-1" One and Two Family Residence District and "R-4, R-P" Planned Multiple Residence District. East — Vacant Land and Lost Island Water Park, zoned "C- P" Planned Commercial District. West — Single family homes, zoned "R-2" One and Two Family Residence District. BUFFERS The request would not require any buffering by ordinance REQUIRED/ standards. NEEDED: DRAINAGE: The proposed vacate would not appear to have a negative impact on drainage. Page 1 of 3 Page 24 Of 547 July 27,2020 DEVELOPMENT The majority of the area is vacant land. The Bamboo Ridge HISTORY: Campground was constructed during the 2010's and the Lost Island Water Park was constructed during the 2000's and 2010's. FLOODPLAIN: The 20' sanitary sewer easement area is partially in a Zone A, within a Special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025, and Panel Number 0304F, dated July 18, 2011. PUBLIC /OPEN Kittrell Elementary School is located 1.75 miles to the north, SPACES/ SCHOOLS: Hoover Middle School is located 1.9 miles to the northwest, and West High is located 1 .8 miles to the northwest. The nearest open space is the campground directly north of the easement area. UTILITIES: WATER, There is a sewer main located within the immediate vicinity SANITARY SEWER, of the 20' sanitary sewer easement's vacate area. The STORM SEWER, closest water main is under/along Hess Road. ETC. RELATIONSHIP TO The Future Land Use Map designates the area as Mixed COMPREHENSIVE Residential: Low, Medium, High Density Residential; LAND USE PLAN: Professional Offices; Neighborhood Commercial and this request would be in compliance with the Future Land Use Map and Comprehensive Plan. 2 STAFF ANALYSIS — The city is requesting to vacate a 20' sanitary easement ZONING south of 4550 Hess Road. After the easement is vacated. ORDINANCE: The City plans to dedicate three new utility easements for the existing sanitary sewer main that is serving the area. The Planning and Zoning Commission approved the vacate request at their regularly scheduled meeting on February 11, 2020. STAFF ANALYSIS — There will not be a separate request to plat the land. SUBDIVISION ORDINANCE: Page 2 of 3 Page 25 of 547 July 27,2020 STAFF RECOMMENDATION: Therefore, staff recommends that the request to vacate a 20' sanitary sewer easement located south of 4550 Hess Road be approved for the following reasons: 1. The request to vacate would not appear to have a negative impact on the surrounding area. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The area to be vacated is no longer needed for utility purposes. Page 3 of 3 Page 26 of 547 City of Waterloo City Council July 27, 2020 - o"R''-4 R4 R-4, R R_E o �" m WILDWOOD R) kw C._1 F S-1 L"AMMANG DR p w R-2 R-2 C-2,C-Z ° CROSs' R-4 rM I Q A-1 R R-4 C�2,C-Z_Znl �f�N E SAN MARNAN DRC_2 218 M-1 ¢-PINTAIL DR R-3 R-2 0 w z Q�w Q 20 o M-1 -n z 1':�R =�'n=a��ERI,�4 o o � T L� m C/) 0- VFW w z Octiilv>D� � �9sy C-P 'o 2 R-4,R-P 'R-2,, 9m �r z _1 of CPe JERSEyJ 4' —w—ZESHAULISRD R-11 & m w o R-1 i-u U � w o qR-1 co A-1 0 w � w °z = W ° IEWO p BORE TUM DR FARM VIEW DR Q II CnINE�S RD II 11 G% gER'C,E CT z II �1cT m o Cy II \ (VISION ST Q r W*N South of 455o Hess Road E 20' Utility Easement Vacate s City of Waterloo 1,000 500 0 1,000 � � Fee Page 27 of 547 City of Waterloo City Council July 27, 2020 380 N :0 N> 218 380 20 PINTAIL DR 4 �Nz � 20 � 2 O Z 2 Qr 218 F17- � Q 20 20 � ,m 4550 Hess Road 218 Bamboo Ridge — �r ° :� Campground � + � ; .� ��, •..� sy � i M. 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LL- OO AZO I as �Q fL I � � ro a 0 r� f U k1 J Z O LLI W NQt�l N N sN �! w U S i) as > M n R Q d `z ` N � r O��U rn O Cj �Q rn cv v� cV is fZ QO n U oa I I d WO Va fez V� is L [ LIJ iELL sr 0 Lo C3 ix O I I ZO — 0- ILI O X . Z� �M2m N ILI IX thA.N �Q`'N LdLti/� 3 z �= N MTF N 4 I �p 1 W��z �rz N 174-03 00 N h- O 0 2p Q[U Ud0 a I C7� O Upbi C)U) d HA2 I `� ` ( \LL, Cal (MsE,t0.00s) z (3„6£,MOON) 41.3m Nd-3085�Z0 IVOINd o ----- - __ ._.P�ge 30 of 547 S,t�sr���n S,Adg��L3n0 i Easement Vacate — South of 4550 Hess Road - w A haMrceouuo Looking southwest from the Bamboo Ridge Bamboo Ridge campground and Campground convenience store. convenience store. �r w t F � ny w<y� J . Looking southwest from the Bamboo Ridge Looking northeast from the dead end of Campground convenience store. Angus Drive. Page 31 of 547 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: a Address: j �'fi �.� Phone,No.:1�)! (� 3 General Description of Property to Vacatedt(i.e.- alley between A St. &B St.; South of C St.): Legal description of area to be conveyed,vacated, or encroached: 1. A non-refundable filing fee(s) shall be made as follows(checks payable to City of Waterloo): Right-of-way vacation—One Hundred Seventy Five Dollar($175.00)Filing Fee • Easement or sidewalk vacation—Seventy Five Dollar($75.00)Filing Fee • Encroachment—One Hundred Dollar($100.00)Filling Fee • Sale of city-owned property not required to be vacated No Fee • Any request not meeting the Sale of Property Policy One Hundred Dollar($100.00)Fee 2. Offer Price*[Note: ff the offer price meets the Sale of Property Policy(see attached)the request will not be required to be reviewed by the Building&Grounds Committee.] • Asking price(see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50%for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs(8 yrs inside of the CUBA): • Costs(surveying&misc., demolition,remove of curbs, etc): Asking price--Deductions=Value of Property: Offer Price for Entire Area: Note: The above information is a summary of the Sale of Property Policy(see attached). All requests to vacate and purchase City right-of-way must be accompanied by a signed"Intent to Vacate"form for each abutting property to the area to be vacated. Any request that fails to meet the Sale of Property Policy shall not be forwarded to the wilding 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 thue 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 rovide site an an for rial photo of the area to be vacated if the request involves addition onstru ' as th reaso o e request. / 2 R,20 Applicant Date *Not required for easement vacates sidewalk vacates or Encroachment Agreements Page 32 of 547 CITY OF WATERLOO Council Communication Request to certify assessment to 611 Nevada Street in the amount of$3,327, for work performed by the Waterloo Water Works, together with recommendation of approval by the Waterloo Water Works Board of Trustees. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type June 17, 2020 Board action assessment letter- 611 Backup Material Nevada Street Request to certify assessment to 611 Nevada Street in the amount of$3,327, SUBJECT: for work 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, General Manager. Waterloo Water Works 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. The Board of Trustees of the Waterloo Water Works adopted a resolution at their June 17, 2020 Board meeting, instructing the General Manager to Summary Statement: forward the request to certify to the City Council of Waterloo, Iowa. The repairs were made to the private service line of a customer of the Waterloo Water Works. No City funds are required for this action. The Waterloo Water Works paid Expenditure Required: 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 primarily from water sales. Page 33 of 547 WATERLOO WATER WORKS CHAD COON 325 SYCAMORE STREET • P.O.BOX 27 319-232-6280 TRUSTEES: MARY H.POTTER,Chair General Manager WATERLOO,IOWA 50704 FAX:319-232-1962 SCOTT WIENANDS,Vice-Chair THOMAS E.WALL June 24, 2020 Honorable Mayor & Council City of Waterloo City Hall 715 Mulberry Street Waterloo, IA. 50703 Dear Honorable Mayor & Council: The following is an excerpt from the Board Meeting of the Waterloo Water Works Trustees held Wednesday, June 17, 2020. RESOLUTION WHEREAS, the General Manager, Chad Coon, presented a statement of $3,327.00, which is supported by invoice from Young Plumbing and Heating, showing the work necessary to repair the service line in regards to the following: WHEREAS, the owners were notified by the Waterloo Water Works to repair the service line at 611 Nevada Street, which is located on the North 1/3 of Lots 7 and 8 in Block 7 in "Linden Place" in Waterloo, Iowa, and owned by Salvador Telles-Calderon and Maria Telles. WHEREAS, the property owners notified the Waterloo Water Works that the owners desired to have the cost of water service line repair assessed to the property taxes. After conversation with the owners, the owners voluntarily signed a waiver of any further notice that may be required to have the Waterloo Water Works cause the work to be done and related costs 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 34 of 547 Page 2 It was moved by Wall, second by Wienands, to adopt the resolution and instruct the General Manager to certify this resolution to the City Clerk. On Vote: Ayes: Potter, Wall, Wienands. 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 35 of 547 CITY OF WATERLOO Council Communication Motion approving Final Quantity Summary for a net decrease of$60,735.40 in conjunction with the FY 2019 Dysart Road and W. 2nd Street Reconstruction Program, Contract No. 970, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type ❑ Cont 970_Final Qty Summary Cover Memo Motion approving Final Quantity Summary for a net decrease of 560.735.40 SUBJECT: in conjunction with the FY 2019 Dysart Road and W. 2nd Street Reconstruction Program, Contract No. 970, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Submitted By:Dennis Gentz, PE,Assistant City Engineer This is the accumulated amount of adjustments from original to final Summary Statement: quantities that were determined necessary during the construction of the project, which results in a net decrease to the total project cost. Source of Funds: Local Option Sales Tax. Page 36 of 547 CITY OF WATERLOO, IOWA FINAL QUANTITY ADJUSTMENT PROJECT: F.Y. 2019 DYSART RD. &_W. 2"D ST RECONSTRUCTION PROGRAM, CONTRACT NO. 970 Date Prepared: July 1, 2020 AMOUNT: 1 60 735.40 DECREASE TO: _ K. Cunningham Construction Co„ Inc. , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated June 3, 2019 A. Description of change to be made or extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As-built quantities varied for some bid items C. Settlement for cost of work to be made as follows: Compensation already made to contractor through bid items. See attached summary TOTAL DECREASE _ $60,735.40 BY: K. Cunningham Construction Co.. Inc. Mayor Date CONTRACTOR BY: 7 �4 Date TITLE 7� ATTEST: APPROVED: City Clerk Date ity Engin i 4r � 6ate Final Quantity Adjustment Contract No. 970 Page 1/1 Page 37 of 547 Page 38 of 547 L l O O O O m O Dl 0 0 0 0 0 0 C7 d d U 0 d 0 0 0 0 O o O O n m O Q O V 0 0 0 4 0 0 O , Fl7 0 0 n O m O o O ul O O O o a a 0 a a p p d Q 0 O O m N 0 0 0 0 O O U3 O N O m! 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Cunningham Construction Co., Inc., of Cedar Falls, Iowa, in the amount of$1,203,277.94, in conjunction with the FY 2019 Dysart Road and W. 2nd Street Reconstruction Program, Contract No. 970, and receive and file a two-year maintenance bond. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 Resolution approving Completion of Project and Recommendation of Acceptance of Work, for work performed by K. Cunningham Construction SUBJECT: Co.. Inc.. of Cedar Falls, Iowa. in the amount of$1,203,277.94, in conjunction with the FY 2019 Dysart Road and W. 2nd Street Reconstruction Program, Contract No. 970, and receive and file a two-year maintenance bond. Submitted by: Submitted By:Jamie Knutson, PE, City Engineer K. Cunningham Construction Co., Inc. has completed the above referenced project in accordance with the plans and specifications. Summary Statement: Transmitted also to the Clerk's Office is the Maintenance Bond that guarantees to remedy any defects in workmanship or materials that may develop in said work within a period of two (2)years from the date of the acceptance of the work under said contract. Source of Funds: Local Option Sales Tax Page 41 of 547 CITY OF WATERLOO Council Communication Motion approving Final Quantity Summary for a net decrease of$13,124 in conjunction with the FY 2019 Brock 3rd Addition Sanitary Sewer Extension Project, Contract No. 986, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type ❑ Cont 986_Final Qty Summary Backup Material Motion approving Final Quantity Summary for a net decrease of$13,124 in SUBJECT: conjunction with the FY 2019 Brock 3rd Addition Sanitary Sewer Extension Project, Contract No. 986, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Submitted By:Dennis Gentz, PE,Assistant City Engineer This is the accumulated amount of adjustments from original to final Summary Statement: quantities that were determined necessary during the construction of the project, which results in a net decrease to the total project cost. Page 42 of 547 CITY OF WATERLOO,IOWA FINAL QUANTITY SUMMARY PROJECT: F.Y. 2019 Brock 3rd Addition Sanitary Sewer Extension,CONTRACT NO, 986 Date Prepared:__June 24,2020 AMOUNT: $13,124.00 Decrease TO: Dave Schmitt Construction Co.,Inca Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated February 24,2020. A. Description of change to be made or extra work to be done: 1. Adjust original construction quantities to actual construction quantities. B. Reason for ordering change or extra work: 1. As-built quantities varied for some bid items. C. Settlement for cost of work to be made as follows: 1. Compensation already made to contractor through original bid items. See attached summary. Total Net Decrease$13,124.00 CITY OF WATERLOO DAVE SCHMITT CONSTRUCTION CO., INC. (CONTRACTOR) BY: BY: Quentin Hart, Mayor Date Date ATTEST: PRINTED NAME: BY: TITLE: T ' n Kelley, Felchle, City Clerk Date CITY ENGINEER WAYNE CLAASSEN ENGINEERING & SURVEYING, INC. mie Knut on, PE, D.-de William J. Qaassen, PE Date (Flle:My Documents/Change Order/MASTER) FINAL QTY SUMMARY cont #986 Page 43 of 547 i FY2020 LOT 2,BROCK 3RD ADDITION SANITARY SEWER CONTRACT#986 CITY OF WATERLOO Waterloo,Iowa FINAL QUANTITY ADJUSTMENT 6/2412020 .... ................ .................... .•. ...... ................................_...----- ------• ......•. ............... ..... Item I Contract ( 1 Final I Quantity [ Bid [ Increase/ [ No. DESCRIPTION [ Quantity Unit [ Quantity J Difference I Unit Price [ Decrease [ ............ --------------------------------------------------- ............._._......................•............................ -•-•- ..... 1 MOBILIZATION ( 1.00 [ LS [ 1.00 [ 0.00 i $9,100.00 [ $0.00 ............. ..............•••.......................... -------.----------------------•---------------------- .......... ••.....................•---------.,. ...... ...., 2 CLEARING AND GRUBBING I 1.00 [ LS j 1.00 [ 0.00 [ $5,600,00 I $0.00 --•---------- ............,..---------------------._......._..............................._.._•.........._.................................. ...................... .. 3 SEEDING,FERTILIZING(]DOT I 0.83 ( AC [ 0,98 I 0.16 [ $1,000.00 [ $160.00 1 RURAL MIX) ............. -------------------------- ----- ---------------............._.. ...... _..__.._................................ .........-...............,_ ----- 4 MULCH [ 0.83 I AC 1 0.98 I 0,16 [ $1,000.00 [ $160.00 I ------------- ------------------------------------------------------•------- ------.................•.•................................... •... ----- 6 SILT FENCE(FOR EROSION 1 680.00 [ LF [ 580.00 [ 0.00 1 $2.25 1 $0.00 1 CONTROL) ............. .............------------------------------------------- -.__ ._.................. ----------.,................... 6 REMOVAL OF SILT FENCE I 680.00 [ LF ( 680.00 [ 0.00 1 $0.50 1 $0.00 ] 7 TRAFFIC CONTROL 1.00 I LS 1 1.00 [ 0.00 1 $2,600.00 1 $0.00 ] ............... ----------•--------------- ....................... .,,.........--.........-_................ ..... 8 MAINTENANCE BOND,2-YEAR [ 1.00 I LS J 1.00 1 0.00 J $1,300A0 1 $0.00 [ ..............•--•-•..... -.,,__._,...__.........._............_.._- --•---- ---- ---------------------•--••-.. _ 9 SWPPP COMPLIANCE I 1.00 [ LS [ 1,00 1 0.00 [ $2,500.00 [ $0.00 [ ........................................----•-- ------------------------------ ..................-------•--•----_... ..... 101 SANITARY MANHOLE,STANDARD ( 2,00 [ EACH [ 2.00 1 0.00 I $4,000.00 [ $0.00 1 48"DIA. ......................._................. -......................................... .....----------------------•--•---------- -- 102 DEWATERING OF ALL TRENCHES 1 1.00 [ LS [ 0.00 -1,00 1 $14,000.00 1 -$14,000,00 [ AND EXCAVATIONS ............................... I .,,,._..,.. ...............••..I............._,._. .----------------------..1....... 1.00 EACH 1.00 0.00 - - 103 TAP EXISTING SANITARY SEWER i I $850.00 $0.00 [ MANHOLE WITH WATERTIGHT ............. ................._......... .................... .-----------------------------..,,....,.........................._.._..._-- ------ ------------••-................._ ••... 104 SANITARY SEWER,8-INCH DIA.,PVC [ 468.00 LF I 458,00 [ 0.00 [ $42.00 1 $0,00 1 COMPOSITE TRUSS PIPE ......••-... .......................................,.,.,.,------------ ...,.............. .__._,...,w._,._.._,.__..................-....... .,,........._..............------------ 105 SANITARY SEWER,8-INCH DIA.,DR I 79.00 [ LF [ 87.00 1 8.00 [ $72.00 1 $676.00 [ 18 C900 PVC WATER MAIN PIPE ............. .. ----................ ••--•--•-- - ...........................--..•------ ------_..............................._ . ------------------ ....---....,.------- ----- 106 SANITARY SEWER,CROSSING OF 1 1.00 [ LS [ 1.00 [ 0.00 1 $24,000.00 ] $0.00 1 MARTIN ROAD ..... ................................._------------------------------ .................................................... --------•--------•-•-•- •----------------- 107 16"DIA„WATER MAIN LOWERING 1.00 1 LS 1 1.00 1 0,00 1 $19,000,00 [ $0.00 J ................... .....................................,...._....... ..._..................... --------•------•-- --- ........--.------------............. ..... CO 1 INCREASE LENGTH OF P-5 BY 200' [ 200.00 1 LF 1 200.00 [ 0.00 1 $42.00 [ $0.00 [ ............. ...................._...... ................................-------------------------•-------------........................ _._.._•_..................................- ----- FINAL QUANTITY ADJUSTMENT -$13,124.00 Orlg]nal Contract Amount $115,029.00 Change Order 1 signed by City of Waterloo $8,400,00 Final Quantity Adjustment -$13,124.00 Final Contract Amount $110,305,00 Page 44 of 547 CITY OF WATERLOO Council Communication Resolution approving Completion of Project and Recommendation of Acceptance of Work, for work performed by Dave Schmitt Construction Co., Inc., of Cedar Rapids, Iowa, in the amount of$110,305, in conjunction with the FY 2019 Brock 3rd Addition Sanitary Sewer Extension, Contract No. 986, and receive and file a two-year maintenance bond. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type o Cont 986—Maintenance Bond Backup Material Resolution approving Completion of Project and Recommendation of Acceptance of Work, for work performed by Dave Schmitt Construction SUBJECT: Co., Inc.. of Cedar Rapids. Iowa, in the amount of$110.305, in conjunction with the FY 2019 Brock 3rd Addition Sanitary Sewer Extension, Contract No. 986, and receive and file a two-year maintenance bond. Submitted by: Submitted By:Jamie Knutson, PE, City Engineer Dave Schmitt Construction Co., Inc. has completed the above referenced project in accordance with the plans and specifications. Summary Statement: Transmitted also to the Clerk's Office is the Maintenance Bond that guarantees to remedy any defects in workmanship or materials that may develop in said work within a period of two (2)years from the date of the acceptance of the work under said contract. Source of Funds: Page 45 of 547 MAINTENANCE BONO Bond No. 54229245 KNOW ALL MEN BY THESE PRL•SBNTS, That, Dave Schmitt Construction Co.,Inc. of Cedar Rapids,Iowa as l?xincipul,and the United Fire&Casualty Company as Surety, are held and firmly bound unto City of Waterloo in the penal sum of One Hundred Ten Thousand Three Hundred Five And No/100 ($ $110,305.00 ) Dollars, lawful money of the United Stetes of America,for the payment of which,well and truly to be made, Cho Principal and Surety bind themselves,their and each of their heirs,executors,administrators,successors and assigns,jointly antf 5e: *011y,firmly by thane presents, Whereas,the said Principal entered into a certain contract.with City of Waterloo To furnish all the material and labor necessary fir the construction of F.Y.2020 Lot 2,Brock 3rd Addition Sanitary Sewer Extension,Contract No.98.6,City of Waterloo, Iowa in Waterloo,Iowa In conformity with certain specifications;and Whereas,a further cundiaon of said contract is that the,said Principal should furnish a band in indemnity,guaranteeing to remetfy any defects in workmanship or materials that may develop in said work within a period of Two(2) years from the date of acceptance of the work under said contraot;and Whereas,the said United Fire&Casualty Company for a valuable consideration, has agreed to_Foin with said Principal in such bond or guarantee, indemnifying said City of Waterloo Now, therefore,the condition of this obligation is such,that if the said Principal shall,at his own cost and expcnsc,remedy anv and all defects that may develop in Said work within tae period of Two(2) 1 years from the date of acceptance of the work under said contract,by reason of bad workmanship or poor material used in the construction of said VO)rk,and shall keep all work in continuous good repair during said period,and shall in all other respects,comply with all the terms and condition of said contra:(with respect to maintenanea and repair of said work,then this obligation to be null and void;otherwise to bt:and remain in full force and virtue in law. In Wttness w ereof, we have hereunto set our hands And seals this 15th day of June 12020, Dave Schmitt Construction Co.,Inc. rincip ley, United ire asua t Company Won r orney-in- ac Page 46 of 547 Page 47 of 547 UNITED FIRE&CASUALTY COMPANY,CEDAR RAPIDS,IA Inquiries: Surety Department UNITED FIRE&INDEMNITY COMPANY,WEBSTER,TX 118 Second Ave SE FINANCIAL PACIFIC INSURANCE COMPANY,ROCKLIN,CA Cedar Rapids,IA 52401 f9A CERTIFIED COPY OF POWER OF ATTORNEY (original on file at Home Office of Company—See Certification) KNOW ALL PERSONS BY THESE PRESENTS,That UNITED FIRE&CASUALTY COMPANY,a corporation duly organized and existing under the laws of the State of Iowa; UNI'T'ED FIltE&INDEMNITY COMPANY, a corporation duly organized and existing under the laws of the State of Texas; and FINANCIAL PACIFIC INSURANCE COMPANY, a corporation duly organized and existing under the laws of the State of California (herein collectively called the Companies),and having their corporate headquarters in Cedar Rapids,State of Iowa,does make,constitute and appoint CRAIG E.HANSEN,JAY D.FREIERMUTH,BRIAN M.DEIMERLY,CINDY BENNETT,ANNE CROWNER,TIM MCCULLOH,STACY VENN,SHIRLEY BARTENHAGEN,DIONE R.YOUNG,KEVIN J.KNUTSON,MICHELLE GRUIS,KATHLEEN BREWER,SETH D. ROOK-ER,SYDNEY BURNETT,EACH INDIVIDUALLY their true and]awful Attorney(s)-in-Fact with power and authority hereby conferred to sign,seal and execute in its behalf all lawful bonds,undertakings and other obligatory instruments of similar nature provided that no single obligation shall exceed$100,000,000.00 and to bind the Companies thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of the Companies and all of the acts of said Attorney,pursuant to the authority hereby given and hereby ratified and confirmed. The Authority hereby granted is continuous and shall remain in full force and effect until revoked by UNITED FIRE&CASUALTY COMPANY, UNITED FIRE&INDEMNITY COMPANY,AND FINANCIAL PACIFIC INSURANCE COMPANY. This Power of Attorney is made and executed pursuant to and by authority of the following bylaw duly adopted on May 15,2013,by the Boards of Directors of UNITED FIRE& CASUALTY COMPANY, UNITED FIRE & INDEMNITY COMPANY, and FINANCIAL PACIFIC INSURANCE COMPANY. "Article VI—Surety Bonds and Undertakings" Section 2,Appointment of Attorney-in-Fact. "The President or any Vice President,or any other officer of the Companies may, from time to time, appoint by written certificates attorneys-in-fact to act in behalf of the Companies in the execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature.The signature of any officer authorized hereby, and the Corporate seal, may be affixed by facsimile to any power of attorney or special power of attorney or certification of either authorized hereby;such signature and seal, when so used,being adopted by the Companies as the original signature of such officer and the original seal of the Companies,to be valid and binding upon the Companies with the same force and effect as though manually affixed. Such attorneys-in-fact, subject to the limitations set forth in their respective certificates of authority shall have full power to bind the Companies by their signature and execution of any such instruments and to attach the seal of the Companies thereto. The President or any Vice President,the Board of Directors or any other officer of the Companies may at any time revoke all power and authority previously given to any attorney-in-fact. a, IN WITNESS WHEREOF,the COMPANIES have each caused these presents to be signed by its ��• �CA51 li��, ,••��` ,"r• e`ki"?,J INS 0"', vice president and its corporate seal to be hereto affixed this 15'h day of January,2014 CORPOMTE .�.A o�n� Q R40RgTF•1'd``'s CY}I7POs;A'fF V . LY 2Z o- UNITED FIRE&CASUALTY COMPANY ate:` p'0� �L S %L r.' �; lees ;pro` UNITED FIRE&INDEMNITY COMPANY /�gRfPms` J$�iFi4�rFP r�}i�\', q<IFOR FINANCIAL PACIFIC INSURANCE COMPANY !17l1WO !1l1tE11OltI �`'/r/1111IIIlll541�}` I3y: State of Iowa,County of Linn,ss: Vice President On 15'h day of January,2014,before me personally came Dennis J.Richmann to me known, who being by me duly sworn,did depose and say;that he resides in Cedar Rapids, State of Iowa;that he is a Vice President of UNITED FIRE&CASUALTY COMPANY,a Vice President of UNITED FIRE& INDEMNITY COMPANY, and a Vice President of FINANCIAL PACIFIC INSURANCE COMPANY the corporations described in and which executed the above instrument;that he knows the seal of said corporations;that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporations and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said corporations. menti+icy Judith A.Jones o Iowa Notarial Seal + Commission number 173041 Notary Public s My Commission Expires 04/2312021 My commission expires:04/23/2021 1, Mary A. Bertsch, Assistant Secretary of UNITED FIRE & CASUALTY COMPANY and Assistant Secretary of UNITED FIRE & INDEMNITY COMPANY,and Assistant Secretary of FINANCIAL PACIFIC INSURANCE COMPANY, do hereby certify that I have compared the foregoing copy of the Power,of Attorney and affidavit, and the copy of the Section of the bylaws and resolutions of said Corporations as set forth in said Power of Attorney,with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID CORPORATIONS,and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has not been revoked and is now in foil force and effect. In testimony whereof I have hereunto subscribed my name and affixed the corporate seal of the said Corporations this 15th day of June 2020 \�µUfltl Fllplp! ` ,1y151111111p11q/// �r`,��XntrM.;f�G `"\FIG INSf/y� oo r to ��'.+ `3�yP�:•'pPpORgT�p�r�% 9 ca[troMTE 11- 5� r� z' 1986 'a 3' By. SFA!. y •.C9C1 l>\P:t2`�: K Assistant Secretary,J'/l�lglNllV11`\`` /'`/i�!/!!/ FO, � `\` /hll71„TIN OF&C&IJI� 46 of 547 BPOA0049 0913 Page 49 of 547 CITY OF WATERLOO Council Communication Resolution approving award of bid to Pirc-Tobin Construction Inc., of Alburnett, Iowa in the amount of $1,926,434.50, and approving the contract, bonds, and certificate of insurance in conjunction with the FY 2020 Leversee Road Sanitary Sewer and Water Main Improvements, Contract No. 987, and authorizing the Mayor to execute said documents. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type ❑ Bid Tabulation Backup Material ❑ Contract Backup Material Resolution approving award of bid to Pirc-Tobin Construction Inc., of Albumett, Iowa in the amount of$1,926,434.50, and approving the contract, SUBJECT: bonds, and certificate of insurance in conjunction with the FY 2020 Leversee Road Sanitary Sewer and Water Main Improvements. Contract No. 987, and authorizing the Mayor to execute said documents. Submitted by: Submitted By:Matt SchindeL Associate Engineer Expenditure Required: $1,926,434.50 Source of Funds: TIF Page 50 of 547 FY 2020 Leversee Road Sanitary Sewer and Water Main Improvements Project, Contract No. 987 June 24, 2020 Bid Tab Estimate: $1,573,575 Bidder Bid Security Bid Amount Dave Schmitt DIV 1 $1,304,311.00 Construction Co., Inc. 5% DIV 2 $1,077,672.80 Cedar Rapids, IA Total $2,381,983.80 DIV 1 $1,414,745.00 Boomerang Corp., 5% DIV 2 $ 823,075.00 Anamosa, IA Total $2,237,820.00 Pirc Tobin DIV 1 $1,263,005.00 Construction, Inc. 5% DIV 2 $ 663,429.50 Alburnett, IA Total $1,926,434.50 S.M. Hentges and Sons, DIV 1 $1,581,954.00 Inc. 5% DIV 2 $ 936,111.00 Jordan, MN Total $2,549,565.00 Page 51 of 547 FORM OF CONTRACT CONTRACT FOR THE CONSTRUCTION OF FY 2420 LEVERSEE ROAD SANITARY SEWER AND WATER MAIN IMPROVEMENTS CITY OF WATERLOO, IOWA CONTRACT NO. 987 This contract made and entered into this day of , 20by and between the City of Waterloo, Iowa, a Municipal Corporation, {hereinafter referred to as City}, and Pirc-Tobin Construction, Inc. of Alburnett, IA , thereinafter referred to as Contractor), WITNESSETH: PAR. 1 Contractor agrees to build and construct the FY 2020 LEVERSEE ROAD SANITARY SEWER AND WATER MAIN IMPROVEMENTS Contract 987, and furnish all necessary tools, equipment, materials, and labor necessary to do all the work called for in the plans and specifications in a workmanship-like manner and for the prices set forth in Contractor's proposal, which was accepted by the City, and which is understood and agreed to be a part of this contract. PAR. 2 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. PAR. 3 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 Y and approval of the City and its engineer. is FORM OF CONTRACT CONTRACT NO. 987 24-1 Page 52 of 547 PAR. 4 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 park of this contract. PAR. 5 The Contractor agrees to commence said work within ten (10) working days after receipt of "Notice to Proceed" and complete it on or before Dec 31, 2020 and May 1, 2021* unless an extension of time is granted in writing by the Council of the City. `Split Completion Dates.See Contract Documents, Notice to Bidders for Details. 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 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. PAR. 8 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. PAR. 9 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 CONTRACT NO. 987 24 -2 Page 53 of 547 PAR. 10 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. PAR. 11 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. PAR. 12 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. PAR. 13 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. PAR. 14 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. PAR. 15 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 CONTRACT NO. 987 24 -3 Page 54 of 547 PAR. 16 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 $1 ,926,434.50 PAR. 17 After the completion of said work, the Contractor agrees to remove all debris and clean up said streets, and to save the City harmless from any damage allegedly resulting from a failure to clean up and remove the debris or put the street back in a proper condition for travel. PAR. 18 This contract is not divisible, but in the event of a conflict between this contract and the various instruments incorporated by reference, this contract shall govern. PAR. 19 Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the contract, same to be known as "Maintenance Bond," and which bond must be approved by the City Council, and which bond is in addition to the bond given by the Contractor to guarantee the completion of the work. PAR. 20 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. PAR. 21 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 CONTRACT NO. 987 24-4 Page 55 of 547 CITY OF WATERLOO, IOWA Mayor City Clerk Contractor BY: Title: Approved by the City Council of the City of Waterloo, Iowa, this day of , 2020. ATTEST: , City Clerk Waterloo, Iowa FORM OF CONTRACT CONTRACT NO. 987 24 -5 Page 56 of 547 Bond#54-236275 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, Pirc-Tobin Construction Inc. Of Alburnett IA (the "Principal"), and United Fire&Casualty Company of Cedar Rapids,IA _ (the "Surety"), are held and firmly bound unto the City of Waterloo, Iowa (the "Obligee"), in the penal sum of me million,nine hundred ltYc[tt sib llicitts;tatil f�sur httttsiretl thirty-four dollars and 50/100 Dollars ($_____1,920,4m--50 ), lawful money of the United States, for the payment of said sum in connection with a contract (the "Contract") dated on or about. for the purpose of _, I Y 202Q,[.eyer4ee Ctt.t�l <<lit,>ry Se+ xr aYiil Walcr.lVlain Tmprc�vc tt7Gnt C:0i1tG10E 987 , The Contract is incorporated herein by reference as though fully set forth herein. Whenever the Principal shall be and is declared by the Obligee to be in default under the Contract, with the Obligee having performed its obligations in the Contract, then the Surety, acknowledging that time is of the essence, may promptly remedy the default, or shall promptly undertake to: 1' Complete the Contract in accordance with its terms and conditions; or 2. Obtain one or more bids for completing the Contract in accordance with its terms and conditions, and upon determination by the Surety of the lowest responsible bidder, or negotiated proposal, or, if the Obligee elects, upon determination by the Obligee and the Surety jointly of the lowest responsible bidder, or negotiated proposal, arrange for a contract between such party and the Obligee. The Surety will make available as work progresses sufficient funds to pay the cost of completion less the balance of the Contract price. The cost of completion includes responsibilities of the Principal for correction of defective work and completion of the Contract, the Obligee's legal and design professional costs resulting directly from the Principal's default, and liquidated damages or actual damages if no liquidated damages are specified in the Contract. The term "balance of the Contract price" means the total amount payable by the Obligee to the Principal under the Contract and any amendments thereto, less the amount properly paid by the Obligee to the Principal; or 3. Determine the amount for which it is liable to the Obligee and pay the Obligee that amount as soon as practicable. In the event this bond is enforced, Principal and Surety agree to indemnify Obligee and hold Obligee harmless from and against any and all costs of enforcement, including but not limited to reasonable attorneys' fees and expenses. Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanding, to consent to each and all of the following matters, without notice: PERFORMANCE BOND CONTRACT NO. 987 25 -1 Page 57 of 547 1. To any extension of time to the Contract in which to perform the Contract. 2. To any change in the plans, specifications, or Contract when such change does not involve an increase of more than twenty percent (20%) of the total Contract price, and shall then be released only as to such excess increase. 3. That no provision of this bond or of any other contract shall be valid which limits to less than one (1) year from the time of the acceptance of the work the right to sue on this bond for defect in workmanship or material not discovered or known to the Obligee at the time such work was accepted. If the Principal performs the Contract, then this bond shall be null and void; otherwise it shall remain in full force and effect. In no event shall the Surety's total obligation exceed the penal amount of this bond. Terms used herein shall include, as appropriate, the singular or plural number, or the masculine, feminine or neuter gender. IN WITNESS WHEREOF, the undersigned Principal and Surety have executed this Performance Bond as of PRINCIPAL SURETY Pirc-Tobin Construction,Inc. United Fire&Casualty Company Name Name By: - By: Lukas Schroder Title:�rP�idl� Title: Attorney-In-Fact [attach Power of Attorney] NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership, all partners should execute BOND. If this project includes Federal Funds, the following applies to the payment bond: IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. PERFORMANCE BOND CONTRACT NO. 987 25 -2 Page 58 of 547 3 Bond#54-230275 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: that Pirc-Tobin Construction,Inc. (Name of Contractor) PO Box 160,Alburnett,IA 52202 (Address of Contractor) a Corporation , hereinafter called Principal, (Corporation, Partnership or individual) and, United Fire&Casualty Company (Name of Surety) 118 2nd Ave SE,Cedar Rapids,IA 52401 (Address of Surety) hereinafter called Surety, are held and firmly bound unto The City of Waterloo (Name of Owner) 715 Mulberry Street,Waterloo,IA 50703 (Address of Owner) one million,nine hundred twenty-six hereinafter called OWNER, in the penal sum of thousand,fourhundred thirty- Dollars,($ 1,926,434.50 ) our o ars and 501100 in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the OWNER, dated the day of 20 , a copy of which is hereto attached and made a part hereof for the construction of: FY 2020 Leversee Road Sanitary Sewer and Water Main Improvement,Contract 987 NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, SUBCONTRACTORS, and corporations furnishing materials for or performing labor in the prosecution of the WORK provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such WORK, and all insurance premiums on said WORK, and for all labor, performed in such WORK whether by SUBCONTRACTOR or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PAYMENT BOND CONTRACT NO. 987 26 - 1 Page 59 of 547 PROVIDED, FURTHER, that the said Surety for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the WORK to be performed thereunder or the SPECIFICATIONS accompanying the same shall in any wise affect its obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS HEREOF, this instrument is executed in 1 counterparts, each one of (number) which shall be deemed an original, this the day of 20 ATTEST: Pirc-Tobin Construction,Inc. Principal (Principal)Secretary (SEAL) By (s) PO Box 160,Alburnett,IA 52202 (Address) ' i*s as to Principal PO Box 160,Alburnett,IA 52202 (Address) United Fire&Casualty Compaa S u rety ATTEST: By Lukas Schroder Attorney-In-Fact /✓ 118 2nd Ave SE,Cedar Rapids,IA 52401 Witness as to Surety (Address) 118 2nd Ave SE,Cedar Rapids,IA 52401 (Address) PAYMENT BOND CONTRACT NO. 987 26 - 2 Page 60 of 547 NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership, all partners should execute BOND. If this project rtcliades F; deral Funds, the follow,ng applies to the payment bond: IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. PAYMENT BOND CONTRACT NO. 987 26 - 3 Page 61 of 547 i S . quesSDeiiiNITEDFCAALTCOPANARAPIDS, A , mentU VN!TED FIRE&INDEMNITX COMPANY WEBSTER TX 1.18 Second Ave SE FINANCIALPACIFIC'INSURANCECOMPA Y ROCKIIN .CA 64rR�pi(U,TA 52461 INSUF2ANGE :.CMT1 IEI)COPY_QF POWER OP,ATTbRI EY<: (original on file at Home.Office.of Company-See Certification) . KNEW ALL.PERSONSBy.Tgg$t 'RESENTS That lTnited hire&Casualty Company;a ca€poxatioti dwy.orgauized and qui thig under die laws of the State of'lowa, 6iite&Fii'c & Iu&ntnity Company a coi ointion,duly organized:and existing"under.tlfe laws of the Sta€e of Texas; acid 1 that cial Pacific InsitraiiCe Cotiipany,a corporation duly organize i acid existuig under die;;Eaws of.ti e State of California hereni collect#ively called rife Coiiipaines),and having their€coil)arate headcl iartei s iii Cedar:Zapids,State,of Iowa,does make,.constitztte and"apti4tn. ROCS RT L, "KOLLSMITH, J.AGQUELINE K< PI=Tf )25, D :I30RAH,1). HAHN M 1wYtJN KI�161 E SAMANTHA SE'iLMAN;;. ' JENNIFER LUSE, LUKAS SCHRODER, JASON D. SMITH, JAMES M. SMITH;."TIMOTHY J. FOLEY, `DAVID M. OWEN, BRAD BENGTSON ;AARON CRLLINS, LA I MErNEOUC�E;;_ EAGH<,INDIV,IDUAI.LY Y. ;their true aiid':lawful Afton ey(sj ui.Far, with power and autliarity helVby conferred to,sigii, seal and:execute in its behalf all la"tl.bonds undertakings and other obligatory instruineixts of sitriilat.tlattrz e provided that no single obligation shall exceed $7 ,,i30Q x Opb 4Q :`and,to bindthe.Conipaiiies they b as fully and.to,the seine eaten as:if such instruments tivere sighed by llie duly authorized officers of the Companies: . ;and alE>of the acts of said'Attorney;"pursuant to.dict autliot ity hereby given olid hereby ratified and coizfn `::'The"A idiority hereby.grazr#ed is continuous tuicl shall rentOn"iii ill force'atid effect uiitii evoked by United Fire&:Casualty Conapan}i, United Fire&" Indenuiity Company,and Financial Pacific Insurance Company, Alis Power'61 Attorney is made and executed pursuant to and by authority of the following bylaw drily adopted on May 15 2€113,by Boards:01 Dueetors bf U rted Ft e&Casualty Company,United Fire&Indenuiity Company,and Financial Pacific Insurance Conipany. "Article VI--Surety Bonds rind Undertakings" 8ectipii 2Appointment of Attorney-in-Fact. "The President or any Vice President,or art yotlier officer of the m Companies ay;',from time to tune; appo...V'by%Vrittei "certleates at#oii eys,ui-fact to act iEt behalf of the.C.ompanies in the execution of policies of insurance,;bonds,.undertakings and other obligatory in of like nakure. I lie signature of:any officer authorized hereby,and the Corporate seal,may be affixed by facsimile to any porter of attorney or special power of attontey ori eenitication of either authorized hereby; such signature and.seal,tiirhen so used,being adopted by the Companies as the original signature of such officer and the original seal of the Companies;to be valid mid binding upon the Companies with the same force and effect as thqugli manually affixed. Such attorneys-in-fact,subject to the limitations set of forth"tri ilicir i'espectiie ceitircates of audiority shall hatre full power to bifid the Companies by their signature aitd execution of airy such instniments and to attach the seal the Cmnpames tliereto..The President or any.Vice President,the Board o.f.Direetors or any other officer of the Companies may ai any time.revoke all,,pourer and authority pier tot sly git�n>to any attorney-in=fact. IN:WITNESS WHEREOF,the COMPANIES.:Have each ca. Sed these presents to be,signed by its' ++�+`1naGSUq��ii��; ;+Okllzr'o4UN�it 1�'ur$ , p ,a vice resident and its;cai orate seal to be hereto affixed this 6th.day of November 2017 q�. ,. _.. Dorf ��` ,.., � aP:•�4PO,ggr,_n�, '_� ': ,.- _( <•;" cone.nAr> `W caltr.rcAre p S:' QLrz� gyp:, UNITED FIRE&CASUALTY COMPANY L t, ;..c ,9ea +P::a, UNI'T'ED FIRE&INDEMNITY COMPANY FINANCIAL PACIFIC IN UOMl'ANY �i Rneam r sT e /l/liaalntt+` ./' lIIi1117t ++ ,rr'rrlrrf,llllllµlr+ By: ��A State of lows Cottnty',of Linn,ss: vice President ;.. On 16th [lay 'Of Novt? ® r E(MMIDDNYYY) '���n CERTIFICATE OF LIABILITY INSURANCE 7/8/2020 THIS CERTIFICATE IS ISSUED AS A MAT'T'ER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: TrueNorth Companies, L.C. PHONE FAX 500 1st St SE A! N Fx : 319_-_366-2723 AICNoL 19-862-0612 Cedar Rapids IA 52409 ADDRIESs: certs@truenorthoo ..anies.com INSURER(S)AFFORDING COVERAGE NAIC 4 INSURER A:United Fire&Casualty Company ._ 13021 INSURED PIRCTOB-01 INSURER B:Navigators Insurance Com an 42307 Pirc-Tobin Construction Inc -- Po Box 160 INSURER c: __- 2660 Old Quass Rd INSURER D: Alburnott IA 52202 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:476428956 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PLHIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERN! OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TEHMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !NSR ADDTYPE OF INSURANCE INSD WVDSU6h POLICY NUMBER MM!- LICY EFF POLICY EXP I TR DDNYYYI.. 1MMfDD/YYYY1 I LIMITS A X COMMERCIAL GENERAL LIABILITY 60511724 12/2412019 12/24/2020 EACH OCCURRENCE $1,000,000 71 DAMAGE TO RENTED CLgItuSS MADE X OCCUR PREMISES Ea occurrence) $SDD,OOD MED EXP(Any one person) $10,000 W PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000_ POLICY� PRO- POLICY M LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 60511724 12/24/2019 12/24/2020 COMBINED SINGLE LIMIT 1 000,000 Ea accident _ X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident A X UMBRELLA LIAR X OCCUR 60511724 12/24/2019 12!2412020 EACH OCCURRENCE $8,000,000 EXCESS LIARi CLAIMS-MADE AGGREGATE $B4OOD,ODO DED RETENTION$ I $ A WORKERS COMPENSATION 60511724 12/24/2019 12124/2020 X PER OTH- AND EMPLOYERS'LIABILITY STATUT)=___Y! ER ANYPROPRIETOn1PARTNERIEXECUTIVE � N 1 A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? '-' (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Leased or Rented Equip 60511724 12/24/2019 12124/2020 Leased or Rented Equi 350,000 B Pollution SF19ECP000003NG 12/24/2019 12124/2020 Pollution Ea Incident $1,000,00 Coverage Agg $2,000,000 DESCRIPTION OF OPERATIONS!LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) If Yes is indicated above for add`I insd forms Gen Liab#CG7201 (premises),CG7131(completed operations),Auto Liab#CA7109 applies. If Yes is indicated above for waiver of subrogation forms Gen Liab#CG7201,Auto Liab#CA7109 and WC#WC000313 04184 applies.Coverage is extended for work performed and required under written contract with the above named insured. Re: FY 2020 Leversee Road Sanitary Sewer and Water Main Improvements,Contract 987 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION BATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Waterloo, Iowa 715!Mulberry St AUTHORIZED REPRESENTATIVE Waterloo, IA 50703 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Page 63 of 547 CITY OF WATERLOO Council Communication Resolution approving award of bid to Landmark Turf Services, LLC, of Dunkerton, Iowa, in the amount of $45,874, and approving the contract, bonds, and certificate of insurance, in conjunction with the FY 2021 Levee Rip Rap Spraying Project, Contract No. 1027, and authorizing the Mayor and City Clerk to execute said documents. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type ❑ Bid Tabulation Backup Material Resolution approving award of bid to Landmark Turf Services, LLC. of Dunkerton, Iowa. in the amount of S45,874, and approving the contract, SUBJECT: bonds, and certificate of insurance, in conjunction with the FY 2021 Levee Rip Rap Spraying Project, Contract No. 1027, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Submitted By:Wayne Castle, PLS, PE,Associate Engineer Expenditure Required: $45,874.00 Source of Funds: GO Bonds Page 64 of 547 FY 2021 Levee Rip Rap Spraying Project, Contract No. 1027 Bid Tab June 26, 2020 Engineer's Estimate: $ 55,905.00 Bidder Bid Security Bid Amount Landmark Turf Services, LLC, 5% Check $ 45,874.00 Dunkerton, Iowa Page 65 of 547 FY 2021 Levee Rip Rap Spraying Project, Contract No. 1027 Bid Tab June 26, 2020 Engineer's Estimate: $ 55,905.00 Bidder Bid Security Bid Amount Landmark Turf Services, LLC, 5% Check $ 45,874.00 Dunkerton, Iowa Page 66 of 547 CITY OF WATERLOO Council Communication Resolution approving award of bid to Kiesler Police Supply, Inc., of Jeffersonville, Indiana, for bid item No.s 1-6, in the amount of$34,049.80, and awarding bid to Sunset Law Enforcement, of Ackley, Iowa, for bid item No.s 7-9, in the amount of$4,551, in conjunction with the Police FYE 2021 ammunition needs as budgeted. City Council Meeting: 7/13/2020 Prepared: 6/29/2020 ATTACHMENTS: Description Type ❑ Keislers Police Supply Inc. Backup Material ❑ Sunset Law Enforcement Backup Material Resolution approving award of bid to Kiesler Police S=ply Inc., of Jeffersonville. Indiana. for bid item No.s 1-6, in the amount of$34.049.80'. SUBJECT: and awarding bid to Sunset Law Enforcement. of Ackley, Iowa, for bid item No.s 7-9, in the amount of$4.551. in conjunction with the Police FYE 2021 ammunition needs as budgeted. Submitted by: Submitted By:Dave Mohlis, Police Captain Authorize the Police Department to accept the bids and execute it for the Recommended Action: FYE 2021 Ammunition needs. Kiesler's Police Supply, Inc. and Sunset Law Enforcement were the only bidder's for ammunition needs. This is an annual purchase of ammunition used in firearms training for the Summary Statement: Police Department. This ammunition is needed in order to maintain proficiency and certifications in a variety of weapon systems. Expenditure Required: General budgeted funds Source of Funds: General Funds Policy Issue: None Alternative: None Ammunition costs and requirements to continue to increase each year. The Background Information: delay from order to delivery can be up to a year. This ammunition is utilized to maintain proficiency and certification that reduces liability. Legal Descriptions: N/A Page 67 of 547 Bidder Bid Amount 1. 12,000 rounds of 9mm 147 grain, jacketed hollow point, Federal HST, (P9HST2) or similar. $267.35 per case (1000 rounds per case) 3z d o, z Z> 2. 85,000 rounds of Federal American Eagle 9 mm, 147 grain, full metal jacket (AE9FP) or similar. $175.10 per case (1000 rounds per case) 1y,N�'. 3. 2,000 rounds of Federal 12 gauge 2 3/4 inch shot shell, 00 Buckshot, 9 pellet, low recoil (LE 132-00) or similar. $122.00 per case (250 rounds per case) cklt,,60 4. 2,000 rounds of Federal 12 gauge 2 3/4 inch shot shell 1 ounce low recoil slug. (LEF 127-RS) or similar. $122.00 per case (250 rounds per case) • a-itt'611) Kiesler Police Supply, Inc. 5. 8,000 rounds of Federal .223 caliber, 64 grain, Soft Point Tactical Rifle Urban. (T223L) or similar. Jeffersonville, IN $210.60 per case (500 rounds per case) 6. 35,000 rounds of Federal American Eagle .223 caliber, 55 grain FMl AE223) or .similar. $151.95 per case (500 rounds per case) tom% =0,. 7. 1,000 rounds of Hornady gmx tap heavy barrier .308 caliber, 165 grain. $ N/A per 500 rounds 8. 2,000 rounds of Hornady amx tap .308 caliber, 168 grain. $ N/A per 500 rounds 9. 1,000 rounds of Hornady Interbound Tap Barrier 308 caliber, 165 grain. $ N/A per 500 rounds Page 68 of 547 Factory New Service Ammunition 1. 12,000 rounds of 9mm 147 grain,jacketed hollow point, Federal HST, (P9HST2) or similar. $ (9�. 3� per r [rrdl� ([Ooo rourkjS ?er C0.Se) 2. 85,000 rounds of Federal American Eagle 9 mm, 147 grain, full metal jacket(AE9FP) or similar. $ 175. per C� (1000 rou4S PCr-e SE) L E 15ZOO 3. 2,000 rounds of Federal 12 gauge 2 3/4 inch shot shell, 00 Buckshot, 9 pellet, low recoil (i99432.OU) or similar. CzLsf- 122.110 perces (250 raurJS per- CaSe--) 4. 2,000 rounds of Federal 12 gauge 2 3/4 inch shot shell I ounce low recoil slug. (LEF127-RS) or similar. r $ ,na per,, i2S0 rourtG�S 5. 8,000 rounds of Federal .223 caliber, 64 grain, Soft point Tactical Rifle Urban. (T223L) or similar. Case. $-210-1-0 per 4-5-99 r 65W rounoks `Per Case 6. 35,000 rounds of Federal American Eagle .223 caliber, 55 grain FMJ (AE223) or similar. $15'x.96' Case. per-5-A9 (500 rourAS -Pe-r- (2aSe) 7. 1,000rounds of Hornady gmx tap heavy barrier .308 caliber, 165 grain ! $ O "-6 a& per 500 rounds 8. 2,000 rounds of Hornady, amx tap .308 caliber, 168 grain $ o t per 500 rounds 9. 1,000 rounds of Hornady Interbound Tap Barrier .308 Calber, 165 grain $ N n� P) per 500 rounds KIESLER POLIC F'BI.&(r547 i E I I I I Pagel/2 I Sales Quote KIESLER POLICE SUPPLY 2802 SABLE MILL RD JEFFERSONVILLE, IN 47130 Bill-to Customer Ship-to Address WATERLOO POLICE DEPARTMENT 715 MULBERRY STREET WATERLOO, IA 50703 Your Reference Bill-to Customer No. L04819 Salesperson BRITTANY GIRDLER Tax Registration No. Email Home Page No, 4113248 Phone No, Document Date June 16,2020 i Due Date July 16,2020 Payment Terms I Payment Method Tax Identification Type Legal Entity Shipment Method FYE 21 AMMUNITION BID Unit of Unit Price. Line Amount No. Description Quantity Measure Excl.Tax Excl.Tax j KIESLER NOTE FYE 21 AMMUNITION BID 1 EACH 0.00 0 FEDEP9HST2 FEDERAL PREMUM HST 9MM 147 GRAIN 12 CASE 267.35 3,208.2 JACKETED HOLLOW POINT 1 OOORDS/CASE,5ORDS/BOX(LKREE) FEDEAE9FP FEDERAL AMERICAN EAGLE 9MM LUGER 147 GRAIN 85 CASE 17510 14,883.5 FULL METAL JACKET,FLAT POINT 1OOORDS/CASE,50RDS/BOX (CHREE) FEDELE13200 FEDERAL TCTL 12GA 23/4 9PLT OOBUCK 8 CASE 122.00 976 SRDS/BOX,50130X/CS,25ORDS/CS "LAW ENFORCEMENT ONLY* (CEKEE) FEDELEF127RS FEDERAL 12GA TACTICAL SLUG 25ORD/CS(CCEEE) 8 CASE 122.00 976 rEDFT223L FEDERAL TACTICAL TRU 223REM 64 GRAIN 16 CASE 210.60 3,369.6 HI-SHOK SOFT POINT 50ORDS/CASE(CMKEE) FEDEAE223 FEDERAL AMERICAN EAGLE 223REM 55 GRAIN 70 CASE 151.95 10,636.5 FULL METAL JACKET BOATTAIL 50ORDS/CASE,20RDS/BOX (CRKEE) FORMAT BRITTANY QUOTED BY BRITTANY GI DLER 1 EACH 0.00 0 KIESLER POLICE SUPPLY 2802 SABLE MILL ROAD JEFFERSONVILLE,IN 47130 THIS QUOTE IS VALID FOR 30 DAYS BG I RDLER@ KI ESLER.COM Amount Subject to Sales Tax 0.00 Subtotal 34,049.80 Amount Exempt from Sales Tax 34,049.80 Total Tax 0,00 Total$Incl.Tax 34,049.80 Tax Amount 0.00 K1E8LEfl#0LlCMW),yM &1547 IFr 4 E Page 2/2 KIESLER POLICE SUPPLY FFL#4-35-019-11-1M-08220 i RETURN ED GOODS POLICY DEFECTIVE MERCHANDISE POLICY DAMAGED GOODS POLICY No returned goods will be accepted without prior consent.Any We are not a warranty repair station for any manufacturer, Claims of shortages or damaged shipments must be made packages returned without properly displaying a return Returns of defective merchandise must be made directly to the immediately upon receipt of shipment, j authorization number will be refused.Returns subject to up to manufacturer for repair or replacement. 25%restocking fee i 3 i 3 1 I i t I I I 1 I e I 3 KIEBLER POUCE PM @n47 DATE(MMiDDNYYY) ,d►a�a�a� CERTIFICATE OF LIABILITY INSURANCE 511512020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s), PRODUCER CONTACT Arthur J. Gallagher Risk Management Services, Inc QrAiorae — FAx 1601 Alliant Avenue • 502-415-7058 Arc,No):502 415 7001 Louisville KY 40299 ADDRESS: Maureen Be erle a' .corn INSURER S AFFORDING COVERAGE NAIC# INSURERA:Granite State Insurance Company231309INSURED T INSURERS;American Select Insurance Company 19992 Kiesler Police Supply, Inc. 2802 Sable Mill Rd INSURER C: National Union Fire Insurance Co of LA i 32298 Jeffersonville, IN 47130 INsuRERD: Ohio Security Insurance Company 24082 INSURER E: Federal Insurance Company 20281 INSURER r: COVERAGES CERTIFICATE NUMBER:1190947707 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. !NSR TYPE OF INSURANCE .ADDLiSUBR POLICY EFF POLICY EXP LIMITS LTR INSD:WVD POLICY NUMBER MMlDDIYYYY MMIDDIYYYY), A X COMMERCIAL GENERAL LIABILITY IO2LX0806368491 8/1/2019 81112020 EACH OCCU AMAGE TO NT D RRENCE $1.000,000 CLAIMS-MADE I'?I OCCUR I _PREMISES Ea occurrence $100,000 i i MED EXP(Any one person) $10,000 PERSONAL a ADV INJURY $1.000.000 I GEN'LAGGREGATE LIMIT APPLIES PER'. '� i GENERAL AGGREGATE $2,000,000 -� POLICY I JEa LOC PRODUCTS-COMPIOPAGG 62,000,000 OTHER', $ B AUTOMOBILE LIABILITY TRA403724481112019 81112020 COMBINED SINGLE LIMIT $1 000.000 i X ANY AUTO BODILY INJURY!Per person) 6 OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY!Per accident) $ HIRED NON-OWNED PHOPERTYDAMAGE $ AUTOS ONLY AUTOS ONLY {Pei accigentl _ C X UMBRELLA LIAR X OCCUR 29UD0808368501 81112019 8!112020 EACHOCCURRENCE $5.000.000 EXCESS LIAR__ CLAIMS-MADE AGGREGATE ----,.. ._... ----- - DED X RETENTI- -iON S 1 n non Policy Agg ,$5,000,C00 D WORKERS COMPENSATIONXWS6'1048486 1 4!'112020 41112021 X PEH OTH- STATUTE ER AND EMPLOYERS'LIABILITY _ Y!N �ANYPROPRIETORIPARTtIEH.'EXECUTIVE ❑ E.L.EACH ACCIDENT $50000 OFFICERlMEM !N1 - - — ---- '.-.. - (Mandatory In NN) E,L.DISEASE EA EMPLOYEE $500,000 It yes,describe under DESCRIPTION OF OPERATIONS below ! E.L.DISEASE-POLICY LIMIT $500,000 E excess Uebility 93646919 81112019 8/112020 Excess Liability 10,000,000 I i DESCRIPTION OP OPERAT4ONS 1 LOCATIONS f VEHICLES (ACORD 101,Addlifonal Remarks Schedule,maybe attached if more space Is required) RE: BID Proposal EYE 2020 Ammunition CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Waterloo Police Department ACCORDANCE WITH THE POLICY PROVISIONS. 715 Mulberry Street Waterloo IA 50703 AUTHORIZED REPRESENTATIVE USA Y7 i d, t c01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2018103) The ACORD name and logo are registered marks of ACORD Page 72 otr547e.4 { Arthur J. Gallagher Risk Management Services, Inc 1601 Allian#Ave Louisville, KY 40299 I E i i I 3834 1 MB 0.436 r 3834 CITY OF WATERLOO POLICE DEPARTMENT 715 MULBERRY ST WATERLOO, IA 50703-5714 I I I i 1 I I i i Page 73 of&73&u f ACORN® DATE(MM1D[)NYYY) CERTIFICATE OF LIABILITY INSURANCE 6/15/2020 E THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, i IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on I this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: T Arthur J. Gallagher Risk Management Services, Inc PHONE Fax 1601 Alliant Avenue ; 50215-7058 Arc N.):502-415-7001 Louisville KY 40299 A DRESS: Maureen Be ede a' ,com i INSURER(S)AFFORDING COVERAGE _ NAIC0 INSURER A:Granite State Insurance Company _ 23809 INSURED INSURER B:American Select Insurance Company 19992 Kjesler Police Supply, Inc. 2802 Sable Mill Rd INSURERC: National Union Fire Insurance Co of LA 32298 Jeffersonville, IN 47130 INSURER D:Ohio Security Insurance Company 24082 INSURER E; Federal Insurance Company 20281 _ INSURER F COVERAGES CERTIFICATE NUMBER:1190947707 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCk LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM1DDIYYYY1 I(MM[DDNYYYI LIMITS A X COMMERCIAL GENERAL LIABILITY 02LX0808368491 8/112019 81112020 EACHOCCURRENCE $1,000,000 CLAIMS-MADE OCCUR DAMA E 7 RENTED PREMISES Ea occurrence $100,000 l .. MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN`L AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $2,000,000 POLICY[:] PET LOC PRODUCTS-COMPIOPAGG $2,000,000_�� OTHER: $ B AUTOMOBILE LIABILITY TRA4037244 8/1/2019 1 811/2020 COMBINED SINGLE LIMIT $1,000,000 Ea accident I X ANY AUTO j BODILY INJURY(Per person] $ OWNED SCHEDULED l AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per acddenl) $ S C X UMBRELLA LIAB X OCCUR 29UD0808368501 8/1/2019 8/1/2020 EACHOCCURRENCE $5,000.000 EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED X RETENTION$in nnn Pc BigAgg $5,000._000 p WORKERS COMPENSATIONPER OTH- AND EMPLOYERS'LIABILITY YIN XWS61048486 4/1/2020 4/1/2021 X STATUTE ER ANYPRDPRIETORlPARTNERIEXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICE RfMEMBEREXCLUDED? NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E,L,DISEASE-POLICY LIMIT $500,000 E Excess Liability 93646919 8/1/2019 6/1/2020 Excess Liability 10,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS l VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) RE: BID Proposal FYE 2020 Ammunition ff I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Waterloo Police Department ACCORDANCE WITH THE POLICY PROVISIONS. 715 Mulberry Street Waterloo IA 50703 AUTHORIZED REPRESENTATIVE USA ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD K'1E8LN P0L1CF@0PP7i 4 RLP47 CITY of WATERLOO , IOWA WATERLOO POLICE DEPARTMENT 715 Mulberry Street. . Waterloo, IA 50703 • (319)291-4340 • Fax(319)291-4332 lip May 14"', 2020 Dear: Kieslers Police Supply The Waterloo Iowa Police Department is in the process of accepting sealed bids for ammunition supplies for fiscal year ending 2021, which runs from July 1, 2020 and June 30, 2021. I have attached a bid packet that we are asking you to complete and submit back to the Waterloo City Clerk's Office by the deadline of June 18th,2020 at 1:00 P.M. These sealed bids Will be opened and read at the Waterloo City Hall on June 18th, 2020, and approved at a later date. Bids should be submitted to the address listed below and should sealed and clearly marked, FYE 21 Ammunition Bids. City of Waterloo, City Clerk's Office 715 Mulberry Street Waterloo, IA 50703 If you have any question, please contact Captain Dave Mohlis at 319-291-4400. Captain Dave Mohlis Administration Division Waterloo Police Department 715 Mulberry Street Waterloo, IA 50703 mohlisd waterloo olice.com WE'RE WORKING FOR YOU! �_y An Equal Opportunity/Affirmative Action Employer K1ESLIM*OLICE P-jjgb V511Jf547 BID PROPOSAL AMMUNITION CITY OF WATERLOO, IOWA POLICE DEPARTMENT PREAMBLE The undersigned being a corporation under the laws of the State of a partnership consisting of the following partners: �/4 , or an individual doing business as IVIA ,being familiar with the specifications affecting the cost of this commodity, hereby offers to furnish said commodity to the City of Waterloo, Police Department, 715 Mulberry Street, Waterloo, Iowa, 50703. SUBMISSION OF BIDS Sealed bid proposals will be received by the City of Waterloo, City Clerk's Office, 715 Mulberry Street, Waterloo, Iowa, 50703, no later than 1:00 P.M. on the 18th of June 2020. Any bid submitted after the specified time shall be rejected. Bids should be clearly marked FYE 2021 Ammunition Bids. SPECIFICATIONS The bidder proposes to deliver to the City of Waterloo Police Department, 715 Mulberry Street, Waterloo, Iowa, 50703, the below specified items during fiscal year FYE 2021 beginning July 1, 2020 through June 30, 2021, after notification that he/she is the successful bidder by issuance of purchase order mailed,telegraphed or delivered to the undersigned vendor, accompanied by a copy of this proposal bearing the City Clerk's signature. Factory New Service Ammunition 1. 12,000 rounds of 9mm 147 grain,jacketed hollow point, Federal HST, (P9HST2) or similar. 2. 85,000 rounds of Federal American Eagle 9 mm, 147 grain, full metal jacket (AE9FP) or similar. 3. 2,000 rounds of Federal 12 gauge 2 1/4 inch shot shell, 00 Buckshot, 9 pellet, low recoil (LEF 132-00) or similar. 4. 2,000 rounds of Federal 12 gauge 2 3/4 inch shot shell 1 ounce low recoil slug. (LEF127-RS) or similar. 5. 8,000 rounds of Federal .223 caliber, 64 grain, Soft Point Tactical Rifle Urban. (T223L) or similar. 6. 35,000 rounds of Federal American Eaglc .223 caliber, 55 grain FMJ (AE223) or similar. 7. 1,000 rounds of Hornady gmx tap heavy barrier .308 caliber, 165 grain. 8. 2,000 rounds of Hornady amx tap .308 caliber, 168 grain. 9. 1,000 rounds of Hornady Interbound Tap Barrier 308 caliber, 165 grain. KIESLER POLICEFrAWrM Of'547 List angdevViatins om the specifications include herein:im rm order r it iS L. 2 f- v r k' Any and all warranty information or provisions shall be in writing and submitted with the bid proposal.Failure to submit warranty information may warrant rejection of bid. The bidder shall have, on a separate sheet, the terms of this warranty. By attachment, the Term of the Warranty becomes part of this bid. The seller must have $1,000,000.00 Product Liability Insurance for each occurrence of bodily injury and each occurrence of property damage. (Submit a certified copy of insurance coverage with bid.) Bidders shall provide the City of Waterloo, in writing, with any and all deviations from the attached specifications. The bidder shall specify any deviations that he/she proposes from the above specifications in the same sequence as stated in said specifications. By attachment,the listed deviations become part of this bid. Any questions regarding the specifications should be directed to Captain Dave Mohlis at 319-291-4400. GENERAL REQUIREMENTS FOR SUBMISSION OF BIDS All bids must be submitted to the City Clerk's Office in a sealed envelope clearly marked as follows: "BID PROPOSAL FYE 2021 AMMUNITION" The name of the business submitting the bid must be clearly marked on the envelope. Faxed or electronic bids will not be accepted. All bids must meet or exceed minimum specifications as previously defined. Bids that do not meet or exceed the minimum specifications, as determined by the City, shall be rejected. The vendor bid prices shall include all shipping costs. The City is tax exempt from federal excise and state taxes. Taxes should be excluded from the bid cost. All bid prices,upon submission by the bidder,are recognized by the City and vendor to be irrevocable for one year commencing from the deadline date for bids to be received by the City of Waterloo, Iowa. Standard procedure dictates that the City of Waterloo will accept the lowest responsible bid. However, the bidder understands that the City reserves the right to reject any bid that is either considered not to be responsible or not most advantageous to the City. The City will award the contract to the responsible bidder whose bid meets or exceeds the minimum specifications. The City of Waterloo, Iowa, reserves the right to reject any and all bids, or any or all parts of a bid. Upon acceptance of the bid,a purchase order mailed,telegraphed or delivered to the undersigned vendor which is accompanied by a copy of this proposal bearing the City Clerk's signature shall constitute acceptance of the bid and,therefore, be legal and binding agreement. KIESLEfi FOLIC 177 dfr547 If applicable, the bidder guarantees that title conveyed shall be good and goods shall be delivered free from security interest or other lien or encumbrances of which the City at the time of purchase had no knowledge. OPENING AND ACCEPTANCE OF BIDS Sealed bid proposals will be opened and read at 1:00 P.M. on the 18th of June 2020, at the Waterloo City Hall, 715 Mulberry Street, Waterloo, Iowa. Bids will be acted upon at a later time. CANCELLATION The successful bidder understands that the City of Waterloo shall cancel this agreement within thirty days' notice, if the City has knowledge that all conditions as stated in this bid proposal have not been fulfilled. PAYMENT PROCEDURES The City of Waterloo Police Department, 715 Mulberry Street, Waterloo,Iowa, 50703, shall make a lump sum payment within thirty days of receipt of billing from the vendor and acceptance of commodity by the City. The bidder, having read this document, hereby acknowledges that bid proposal completely reflects the total bid as contained herein. By Title 8 o cc-,al-iS+ Date /f /zc)zv y, KEL&E EL4}NE MCMAHEL C � Seal ATTEST: C.� Notary Public—Stateaflndiana Floyd County Date Li L My Commission Expires Jan 5,2025 Proof of Insurance Coverage -6-0.CC *-" 000+-L LYP1,0_111V Company Name 1(4 � Address 66 2-~ q 15 — lnj Telephone 119()g ,,-! q q® 7 Policy Number *Attach Certified Copy of Insurance Coverage BID PRICES KIESLER POLICE RLQ W.47 Bidder Bid Amount 1. 12,000 rounds of 9mm 147 grain, jacketed hollow point, Federal HST, (P9HST2) or similar. $ N/A per 1000 rounds 2. 85,000 rounds of Federal American Eagle 9 mm, 147 grain, full metal jacket (AE9FP) or similar. $ N/A per 1000 rounds 3. 2,000 rounds of Federal 12 gauge 2 3/4 inch shot shell, 00 Buckshot, 9 pellet, low recoil (LEF132-00) or similar. $ N/A per 250 rounds 4. 2,000 rounds of Federal 12 gauge 2 3/4 inch shot shell 1 ounce low recoil slug. (LEF 127-RS) or similar. $ NIA per 250 rounds Sunset Law Enforcement 5. 8,000 rounds of Federal .223 caliber, 64 grain, Soft Point Tactical Rifle Urban. (T223L) or similar. Ackley, IA $ N/A per 500 rounds 6. 35,000 rounds of Federal American Eagle .223 caliber, 55 grain FMJ (AE223) or similar. $ N/A per 500 rounds 7. 1,000 rounds of Hornady gmx tap heavy barrier .308 caliber, 165 grain. $856.50 per 500 rounds (80985) �--11-�, , p d 8. 2,000 rounds of Hornady amx tap .308 caliber, 168 grain. $870.50 per 500 rounds (80965) 1-1&4116�3 --------------------------- 9. 1,000 rounds of Hornady Interbound Tap Barrier 308 caliber, 165 grai $548.50 per 500 rounds (80995) Zf �� d Page 79 of 547 Il BID PROPOSAL AMMUNITION CITY OF WATERLOO,IOWA POLICE DEPARTMENT PREAMBLE The undersigned being a corporation under the laws of the State of W A ; a partnership consisting of the following partners; , or an individual doing business as Entj C-4Lto-t3e,4,being familiar with the specifications affecting the cost of this commodity, hereby offers to furnish said commodity to the City of Waterloo, Police Department, 715 Mulberry Street, Waterloo, Iowa, 50703, SUBMISSION OF BIDS Sealed bid proposals will be received by the City of Waterloo, City Clerk's Office, 715 Mulberry Street, Waterloo, Iowa, 50703, no later than 1:00 P.M. on the 18th of June 2020. Any bid submitted after the specified time shall be rejected. Bids should be clearly marked FYE 2021 Ammunition Bids. SPECIFICATIONS The bidder proposes to deliver to the City of Waterloo Police Department, 715 Mulberry Street, Waterloo, Iowa, 50703, the below specified items during fiscal year FYE 2021 beginning July 1, 2020 through June 30, 2021,after notification that he/she is the successful bidder by issuance of a purchase order mailed,telegraphed or delivered to the undersigned vendor, accompanied by a copy of this proposal bearing the City Clerk's signature. Factory New Service Ammunition 1. 12,000 rounds of 9mm 147 grain,jacketed hollow point, Federal HST, (P9HST2) or similar. 2. 85,000 rounds of Federal American Eagle 9 mm, 147 grain, full metal jacket (AE9FP) or similar. 3. 2,000 rounds of Federal 12 gauge 2 3/4 inch shot shell, 00 Buckshot, 9 pellet, low recoil (LEF132-00) or similar. I { 4. 2,000 rounds of Federal 12 gauge 2 3/ inch shot shell 1 ounce low recoil slug, (LEF127-RS) or similar. f 5. 8,000 rounds of Federal .223 caliber, 64 grain, Soft Point Tactical Rifle Urban. (T223L) or similar. 1 F 6. 35,000 rounds of Federal American Eagle .223 caliber, 55 grain FMJ (AE223) or similar. I f 7. 1,000 rounds of Hornady gmx tap heavy barrier .308 caliber, 165 grain. 8. 2,000 rounds of Hornady amx tap .308 caliber, 168 grain. 9. 1,000 rounds of Hornady Interbound Tap Barrier 308 caliber, 165 grain. f Page 80 of 547 i List any deviations from the specifications included herein: i i I 1 Any and all warranty information or provisions shall be in writing and submitted with the bid proposal. Failure to submit warranty information may warrant rejection of bid. The bidder shall have, on a separate sheet, the terms of this warranty. By attachment, the Term of the Warranty becomes part of this bid. The seller must have$1,000,000.00 Product Liability Insurance for each occurrence of bodily injury and each occurrence of property damage. (Submit a certified copy of insurance coverage with bid.) Bidders shall provide the City of Waterloo, in writing, with any and all deviations from the attached specifications. The bidder shall specify any deviations that he/she proposes from the above specifications in the same sequence as stated in said specifications. By attachment,the listed deviations become part of this bid. Any questions regarding the specifications should be directed to Captain Dave Mohlis at 319-291-4400. GENERAL REQUIREMENTS FOR SUBMISSION OF BIDS I i All bids must be submitted to the City Clerk's Office in a sealed envelope clearly marked as follows: "BID PROPOSAL FYE 2021 AMMUNITION" f The name of the business submitting the bid must be clearly marked on the envelope. Faxed or electronic bids will not be accepted. All bids must meet or exceed minimum specifications as previously defined. Bids that do not meet or exceed the minimum specifications, as determined by the City, shall be rejected. The vendor bid prices shall include all shipping costs. The City is tax exempt from federal excise and state taxes. Taxes should be excluded from the bid cost. All bid prices, upon submission by the bidder, are recognized by the City and vendor to be irrevocable for one year commencing from the deadline date for bids to be received by the City of Waterloo, Iowa. i Standard procedure dictates that the City of Waterloo will accept the lowest responsible bid. However, the bidder understands that the City reserves the right to reject any bid that is either considered not to be responsible or not most advantageous to the City. The City will award the contract to the responsible bidder whose bid meets or exceeds the minimum specifications. The City of Waterloo, Iowa, reserves the right to reject any and all bids, or any or all parts of a bid, Upon acceptance of the bid, a purchase order mailed,telegraphed or delivered to the undersigned vendor which is accompanied by a copy of this proposal bearing the City Clerk's signature shall constitute acceptance of the bid and, therefore, be legal and binding agreement. Page 81 of 547 If applicable, the bidder guarantees that title conveyed shall be good and goods shall be delivered free from security interest or other lien or encumbrances of which the City at the time of purchase had no knowledge. OPENING AND ACCEPTANCE OF BIDS Sealed bid proposals will be opened and read at 1;00 P.M. on the 18th of June 2020, at the Waterloo City Hall, 715 Mulberry Street, Waterloo, Iowa. Bids will be acted upon at a later time. CANCELLATION The successful bidder understands that the City of Waterloo shall cancel this agreement within thirty days' notice, if the City has knowledge that all conditions as stated in this bid proposal have not been fulfilled. PAYMENT PROCEDURES The City of Waterloo Police Department, 715 Mulberry Street, Waterloo,Iowa, 50703, shall make a lump sum payment within thirty days of receipt of billing from the vendor and acceptance of commodity by the City. The bidder, having read this document, hereby acknowledges that bid proposal completely reflects the total bid as contained herein. By -f- Title Q > Date���� ATTEST: , City Clerk Date Proof of Insurance Coverage Company Name 0. )SC x I Address U `3(n,57-- g -1 Telephone 4 Policy Number *Attach Certified Copy of Insurance Coverage BID PRICES Page 82 of 547 E I i Factor y New Service Ammunition 1. 12,000 rounds of 9mm 147 grain,jacketed hollow point, Federal HST, (NHST2) or similar. $ per 1000 rounds 2. 85,000 rounds of Federal American Eagle 9 mm, 147 grain, full metal jacket(AE9FP) or similar. $ N per 1000 rounds 3. 2,000 rounds of Federal 12 gauge 2 3/a inch shot shell, 00 Buckshot, 9 pellet, low recoil (LEF132-00) or similar. $ ! _per 250 rounds 4, 2,000 rounds of Federal 12 gauge 2 3/4 inch shot shell 1 ounce low recoil slug. (LEF127-RS) or similar, $ per 250 rounds i 5. 8,000 rounds of Federal .223 caliber, 64 grain, Soft point Tactical Rifle Urban. (T223L) or similar, ' I $ C per 500 rounds 6. 3 5,0 00 rounds of Federal American Eagle .223 caliber, 55 grain FMJ (AE223) or similar, i $ per 500 rounds E 7. 1,000 rounds of Hornady gmx tap heavy barrier .308 caliber, 165 grain $ S per 500 rounds � s D 8. 2,000 rounds of Hornady, amx tap .308 caliber, 168 grain i $ �6 6 per 500 rounds I[ f 9. 1,000 rounds of Hornady lnterbound Tap Barrier .308 Calber, 165 grain i $ 5qs, 50 per 500 rounds Page 83 of 547 i SUNSDIS-01 CKARR ACORO" CERTIFICATE OF LIABILITY INSURANCE DATE(MM1DDNYYYi 611012020 I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED j REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy Iles)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on I this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NX4 ACT I The Accel Group LLC PpN E FAX PO Box 3100 laic,No,Ezt):(319)365-8611 {Atc No;(319)365-6919 I Cedar Rapids,IA 52406-3100 ,Certs, acceladVantage.com INSURERS AFFORDING COVERAGE NAIC M INSURERA:Addison Insurance Company 10324 INSURED INsiI u Accident Fund Insurance Company of America 10166 Sunset Distributors Ltd INSURER c 303 Sherman Ave INSURER D: Ackley,IA 50601-1107 INSURER E t j INSURER F: i COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: f THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD J INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AbDLBR POLICY FF POLICY XP LTRD POLICY NUMBER LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 cLAIMs-MADE L7-%f7 OCCUR 60394892 7127/2019 7127/2020 D AI ES EaeN7e° „� $ 100,000 5,000 MED EXP(Any one on $ I PERSONAL&ADV INJURY $ 1,000'000 GEN'LAGGREGATE LIMIT APPLIES PER; GENERAL AGGREGATE $ 2'000'001 X POLICY El zn [:] LOC PRODUCTS-COMFIOP AGG $ 2,110,401 OTHER: $ A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea aVJdgn0 ANY ALTO 80394892 7127/2019 7127/202/ BODILY INJURY Pei son S OWNED SCHEDULED AUTOS ONLY 1XX AUTOSy BODILY INJURY Peiaccident AUTOS ONLY AUTO ONLY P Omni AMAGE $ UMBRELLA UAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ i B WORKERS COMPENSATION X PEAT TE OR ANY PROPRIETORlPARTNERIEXECUTIVE E.L,EACHACC4DENT $H- AND EMPLOYERS'LIABILITY YIN CV6067602 7127/2019 7127/2020 500,000 ❑ 4�FFn%r" M t EXCLUDED? N I A IManda ory in ) E,L,DISEASE-EA EMPLOYE 500,000 If yes,describe undo 500,000 I DESCRIPTION OF OPERATIONS below E,L,DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more apace Is required) CERTIFICATE HOLDER CANCELLATION I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Waterloo THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 715 Mulberry St ACCORDANCE WITH THE POLICY PROVISIONS. Waterloo,IA 50703 AUTHORIXED REPRESENTATIVE ACORD 25(2016103) ©1988-2015 ACORD CORPORATION, All rights reserved. The ACORD name and logo are registered marks of ACORD Page 84 of 547 CITY OF WATERLOO Council Communication Resolution approving installation of(1) one 25 MPH Speed Hump in the 3000 block of Niles Street. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 SUBJECT: Resolution approving installation of(1) one 25 MPH Speed Hump in the 3000 block of Niles Street. Submitted by: Submitted By: Sandie Greco, Traffic Operations Director Recommended Action: Approve resolution Summary Statement: Concerns of speeding were brought to staff s attention in Traffic.A speed study was conducted on Niles St. qualifying for a speed hump. Expenditure Required: $600.00 Source of Funds: Road Use Tax Policy Issue: Strategy 2.2:Enlist all City departments and staff members in efforts to promote a safer community. Background Information: Speed humps are installed in-house by the Street Department. Page 85 of 547 CITY OF WATERLOO Council Communication Motion approving a Cigarette/Tobacco/NicotineNapor permit application with Shwe Nyiko Market, located at 911 Commercial St. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 SUBJECT: Motion approving a Cigarette/Tobacco/Nicotine/Vap or permit application with Shwe Nyiko Market, located at 911 Commercial St. Page 86 of 547 CITY OF WATERLOO Council Communication Bonds. City Council Meeting:7/13/2020 Prepared: ATTACHMENTS: Description Type ❑ Bonds for council approval 07.13.20 Backup Material SUBJECT: Bonds. Page 87 of 547 BONDS FOR COUNCIL APPROVAL July 13, 2020 RIGHT OF WAY CONSTRUCTION BOND AMOUNT $15,000.00 3468242 ELVIS HADZIKIC WATERLOO, IA 64435158 AAA DRAIN DOCTOR, INC. WATERLOO, IA IA 599682 GRONOWSKI CONSTRUCTION, LLC CEDAR FALLS, IA IA 566969 FRICKSON ASPHALT EXCAVATION EVANSDALE, IA Page 88 of 547 CITY OF WATERLOO Council Communication FY 2020 Warp Drive RISE Project, Contract No. 977. City Council Meeting: 7/13/2020 Prepared: 7/1/2020 ATTACHMENTS: Description Type ❑ Engineer's Estimate Backup Material ❑ Bid Tabulation Backup Material 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. SUBJECT: 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: Submitted By:Matt SchindeL Associate Engineer Source of Funds: State Grant and TIF Page 89 of 547 7/8/2020 OPINION OF PROBABLE COST FY 2020 WARP DRIVE R.I.S.E. PROJECT NO. RM-8155(764)--9D-07 CGA CONTRACT NO.977 Waterloo,Iowa ITEM NO. DESCRIPTION ELRISE ELIGIBLE OW 11 TOTAL UNIT UNITCOST EXTENSION RIEXESE ELIGIBLE NON-SIONENSIONE Division 2-Earthwork 2.01 CLEARING AND GRUBBING 2 1.2 3.2 AC $ 5,000.00 $ 16,000.00 $ 10,000.00 $ 6,000.00 2.02 TOPSOIL,ON-SITE 1,800 15,200 17000 Cy $ 6.00 $ 102,000.00 $ 10,800.00 $ 91,200.00 2.03 EXCAVATION,CLASS 10 3,500 51,500 55000 Cy $ 6.00 $ 330,000.00 $ 21,000.00 $ 309,000.00 2.04 SUBGRADE PREPARATION 4,158 4158 SY $ 4.00 $ 16,632.00 $ 16,632.00 $ - 2.05 SUBBASE,6"MODIFIED,WARP DRIVE 4,158 4158 SY $ 10.00 $ 41,580.00 $ 41,580.00 $ - 2.06 SUBBASE,4"MODIFIED,TEMPORARY TURNAROUND 420 420 SY $ 8.00 $ 3,360.00 $ 3,360.00 $ - 2.07 SUBBASE,8"MACADAM STONE,TEMPORARY TURNAROUND 420 420 SY $ 12.00 $ 5,040.00 $ 5,040.00 $ - 2.08 SUBGRADE OVEREXCAVATION 350 350 CY $ 10.00 $ 3,500.00 $ 3,500.00 $ - 2.09 GRANULAR STABILIZATION 685 685 TON $ 50.00 $ 34,250.00 $ 34,250.00 $ - SUBTOTAL $ 552,362.00 $ 146,162.00 $ 406,200.00 Division 4-Sewers and Drains 4.01 SANITARY SEWER GRAVITY MAIN,TRENCHED,PVC TRUSS,12" 1,177 1177 LF $ 55.00 $ 64,735.00 $ - $ 64,735.00 4.02 SANITARY SEWER GRAVITY MAIN,TRENCHED,DIP,12" 59 59 LF $ 60.00 $ 3,540.00 $ - $ 3,540.00 4.03 SANITARY SEWER SERVICE,TRENCHED,PVC,6" 120 120 LF $ 75.00 $ 9,000.00 $ - $ 9,000.00 4.04 STORM SEWER,TRENCHED,GASKETED RCP,15" 119 119 LF $ 70.00 $ 8,330.00 $ 8,330.00 $ - 4.05 STORM SEWER,TRENCHED,GASKETED RCP,24" 652 652 LF $ 80.00 $ 52,160.00 $ 52,160.00 $ - 4.06 STORM SEWER,TRENCHED,GASKETED RCP,30" 455 455 LF $ 90.00 $ 40,950.00 $ 40,950.00 $ - 4.07 SUBDRAIN,HDPE,6" 2080 2080 LF $ 12.00 $ 24,960.00 $ 24,960.00 $ - 4.08 SUBDRAIN CLEANOUT 2 2 EA $ 500.00 $ 1,000.00 $ 1,000.00 $ - 4.09 PIPE APRON,RCP,15" 1 1 EA $ 2,000.00 $ 2,000.00 $ 2,000.00 $ - 4.30 PIPE APRON,RCP,30" 1 1 EA $ 3,500.00 $ 3,500.00 $ 3,500.00 $ - SUBTOTAL $ 210,175.00 $ 132,900.00 $ 77,275.00 Division 5-Water Mains I E��� 5.01 WATER MAIN,TRENCHED,DIP,8" 1,158 1158 LF $ 55.00 $ 63,690.00 $ - $ 63,690.00 5.02 WATER MAIN,TRENCHED,DIP,6" 32 32 LF $ 50.00 $ 1,600.00 $ - $ 1,600.00 5.03 WATER SERVICE,TRENCHED,DIP,8" 192 192 LF $ 65.00 $ 12,480.00 $ - $ 12,480.00 5.04 FITTING,TEE,8"x 6" 4 4 EA $ 750.00 $ 3,000.00 $ - $ 3,000.00 5.05 FITTING,TEE,8"x 8" 3 3 EA $ 1,000.00 $ 3,000.00 $ - $ 3,000.00 5.06 FITTING,REDUCER,8"x 6" 1 1 EA $ 750.00 $ 750.00 $ - $ 750.00 5.07 FITTING,22.5 DEG BEND,8" 8 8 EA $ 1,000.00 $ 8,000.00 $ - $ 8,000.00 5.08 VALVE,MJ GATE,6" 4 4 EA $ 900.00 $ 3,600.00 $ - $ 3,600.00 5.09 VALVE,MJ GATE,8" 6 6 EA $ 1,750.00 $ 10,500.00 $ - $ 10,500.00 5.10 FIRE HYDRANTASSEMBLY 4 4 EA $ 4,500.00 $ 18,000.00 $ - $ 18,000.00 5.11 DEAD END FIRE HYDRANTASSEMBLY 1 1 EA $ 4,500.00 $ 4,500.00 $ - $ 4,500.00 SUBTOTAL $ 129,120.00 $ - $ 129,120.00 Division 6-Structures for Sanitary and Storm Sewers 6.01 MANHOLE,STORM,SW-401,60" 1 1 EA $ 8,500.00 $ 8,500.00 $ 8,500.00 $ - 6.02 MANHOLE,SANITARY,SW-301,48" 3 3 EA $ 5,000.00 $ 15,000.00 $ - $ 15,000.00 6.03 MANHOLE,SANITARY,SW-301,60" 1 1 EA $ 8,000.00 $ 8,000.00 $ - $ 8,000.00 6.04 INTAKE,SW-507 2 2 EA $ 5,000.00 $ 10,000.00 $ 10,000.00 $ - 6.05 INTAKE,SW-509 4 4 EA $ 5,500.00 $ 22,000.00 $ 22,000.00 $ - SUBTOTAL $ 63,500.00 $ 40,500.00 $ 23,000.00 Division 7-Streets and Related Work 7.01 PAVEMENT,C-SUD PCC,9" 3,720 3720 SY $ 58.00 $ 215,760.00 $1 215,760.00 $ 7.02 PAVEMENT REMOVAL 75 75 SY $ 10.00 $ 750.00 $ 750.00 SUBTOTAL $ 216,510.00 - Division 8-Traffic Control E3ME:__10 8.01 TEM PORARY TRAFFIC CONTROL 1 1 LS $ 2,000.00 $ 2,000.00 $ 2,000.00 SUBTOTAL $ 2,000.00 $ 2,000.00 $ Division 9-Site Work and Landscaping 9.01 CONVENTIONAL SEEDING,FERTILIZING,AND MULCHING 1 31 32 AC $ 2,000.00 $ 64,000.00 $ 2,000.00 $ 62,000.00 9.02 FILTER SOCK(INSTALLATION,MAINTENANCE,AND REMOVAL) 3,000 3000 LF $ 8.00 $ 24,000.00 $ - $ 24,000.00 9.03 RIP RAP,EROSION STONE 25 25 TON $ 50.00 $ 1,250.00 $ - $ 1,250.00 9.04 SILT FENCE(INSTALLATION,MAINTENANCE,AND REMOVAL) 2000 2000 LF $ 5.00 $ 10,000.00 $ - $ 10,000.00 9.05 INLET PROTECTION DEVICE(INSTALLATION,MAINTENANCE,AND REMOVAL) 6 6 EA $ 325.00 $ 1,950.00 $ 1,950.00 $ - 9.06 CONSTRUCTION ENTRANCE(INSTALLATION,MAINTENANCE,AND REMOVAL) 1 1 EA $ 6,500.00 $ 6,500.00 $ 6,500.00 $ - 9.07 FENCE REMOVAL,FIELD FENCE 1900 1900 LF $ 3.00 $ 5,700.00 $ 5,700.00 $ - SUBTOTAL $ 113,400.00 $ 16,150.00 $ 97,250.00 Division 11-Miscellaneous I =11.02MAINTENANCE IZATION 11 LS $ 35,000.00 $ 35,000.00 $ 35,000.0BOND 1 1 LS $ 40,000.00 $ 40,000.00 $ 40,000.00 SUBTOTAL $ 75,000.00 $ 75,000.00 $ TOTAL CONSTRUCTION COSTS $1,362,067.00 $ 629,222.00 $ 732,845.00 J:\5623_1\04-Design\Engineers Opinion of Cost\WARP Drive\5623-Opinion of Cost WARP Drive RISE 977_2020-07-08 Page 90 of 547 FY20 Warp Drive RISE Project July 9, 2020 Bid Tab Estimate: $732,845.00 Bidder SecBid Bid Amount Peterson Contractors Inc. 5% $1,154,951.00 Reinbeck, IA Baker Enterprises Inc., 5% W $869,439.00 Waverly, IA Vieth Construction Corporation, 5% $1,165,979.00 Cedar Falls, IA Pirc Tobin Construction 5% $1,219,268.71 Alburnett, IA K. Cunningham Construction Co. Inc., 5% $903,835.00 Cedar Falls, IA Page 91 of 547 CITY OF WATERLOO Council Communication West Ridgeway Avenue at Greyhound Drive Traffic Safety Improvements Project, Iowa DOT grant project number CS-TSF-8155(762)--85-07. City Council Meeting: 7/13/2020 Prepared: 7/1/2020 ATTACHMENTS: Description Type ❑ Bid Tabulation Backup Material ❑ Contract Documents Backup Material ❑ Contract 1019 W Ridgeway at Greyhound Drive Plans Backup Material ❑ West Ridgeway at Greyhound Plans as Advertised Backup Material 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. SUBJECT: 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 Traffic Engineer for review. Submitted by: Submitted By:Mohammad Elahi. Traffic Engineer Recommended Action: Approve recommendation. This traffic safety improvement project consist of signalizing the intersection of Greyhound Drive and West Ridgeway Avenue.The project also includs Summary Statement: adding a right turn lane for eastbound traffic on Ridgeway Avenue turning right onto Greyhound Drive. The construction cost of this project is fully paid by a traffic safety grant. Expenditure Required: $ Source of Funds: Iowa DOT Traffic Safety Grant Policy Issue: Strategy 2.2:enlist all City departments and staff members in efforts to promote a safer community. The intersection experiences a high number of accidents some of which are Background Information: ir�jury crashes. Traffic signals will help reduce the accident by assigning proper and safer right of way. The right turn lane will help reduce delays on Ridgeway Avenue. Page 92 of 547 W. Ridgeway/Greyhound Traffic Study July 9, 2020 Bid Tab Estimate: $297,000.00 Bidder Bid Security Bid Amount K&W Electric Inc., 5% $369,940.70 Cedar Falls, IA Peterson Contractors Inc., 5% $397,594.00 Reinbeck, IA Page 93 of 547 CONTRACT DOCUMENTS WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE TRAFFIC SAFETY IMPROVEMENTS Waterloo, Iowa Black Hawk County Iowa DOT Project Number: CS-TSF-8155(762)--85-07 City Project Number: TOF-291 NOTICE OF PUBLIC HEARING AND NOTICE TO BIDDERS PAGE I-1 Page 94 of 547 TABLE OF CONTENTS I- NOTICE OF PUBLIC HEARING AND NOTICE TO BIDDERS................................................................1-3 RECEIVING OF BIDS.................................................................................................................................................1-3 PUBLICHEARING.....................................................................................................................................................1-3 11- INSTRUCTION TO BIDDERS................................................................................................................... II-1 III- FORM OF BID .......................................................................................................................................... III-1 IV- NON-COLLUSION AFFIDAVIT OF PRIME BIDDER.............................................................................IV-1 V- BID BOND..................................................................................................................................................V-1 VI- PERFORMANCE BOND..........................................................................................................................VI-1 VII- TARGETED SMALL BUSINESS (TSB)AFFIRMATIVE ACTION CONTRACTOR'S RESPONSIBILITIES ON NON-FEDERAL-AID PROJECTS (THIRD-PARTY STATE-ASSISTED PROJECTS)..................VII-1 VIII- SPECIFICATIONS..................................................................................................................................VIII-1 1. Solid State ATC(NEMA)Actuated Traffic Signal Controller...............................................................VIII-2 2. Controller Cabinet..............................................................................................................................VIII-4 3. Loop Detector Amplifiers...................................................................................................................VIII-7 4. Vehicular Signal Heads.......................................................................................................................VIII-7 5. Backplates..........................................................................................................................................VIII-9 6. Foundations.......................................................................................................................................VIII-9 7. Galvanized Steel Traffic Signal Supports and Light Poles................................................................VIII-11 8. Galvanized Finish .............................................................................................................................VIII-12 9. Electrical...........................................................................................................................................VIII-13 10. Bonding and Grounding...................................................................................................................VIII-14 11. Cables and Wires..............................................................................................................................VIII-15 12. Handholes........................................................................................................................................VIII-16 13. Conduit.............................................................................................................................................VIII-16 14. Fiber Optics Cable.............................................................................................................................VIII-18 15. Mounting Hardware ........................................................................................................................VIII-21 16. Signal Service Meter BypassSocket.................................................................................................VIII-22 17. Power Disconnect.............................................................................................................................VIII-22 18. Traffic Monitoring System................................................................................................................VIII-22 19 Video Detection System(VDS)/Video Monitoring System...............................................................VIII-22 20. Inductive Detector Loops.................................................................................................................VIII-25 21. Luminaires........................................................................................................................................VIII-27 22. Reflectorized Street Name Signs.....................................................................................................VIII-28 23. Salvaged Materials...........................................................................................................................VIII-29 C. TRAFFIC CONTROL...........................................................................................................................VIII-30 D. METHOD OF MEASUREMENT AND BASIS OF PAYMENT................................................................VIII-30 E. ESTIMATED QUANTITIES FOR LUMP SUM TRAFFIC SIGNALIZATION BID ITEM..............................VIII-31 IX- SPECIAL PROVISIONS...........................................................................................................................IX-1 X- GENERAL CONDITIONS OF CONTRACT..............................................................................................X-1 A. Scope.....................................................................................................................................................X-1 B. Inclusion of Documents........................................................................................................................X-1 C. Contractor's Responsibility...................................................................................................................X-1 D. Traffic Control .......................................................................................................................................X-3 E. Coordination with Utilities....................................................................................................................X-3 F. Contractor Submissions........................................................................................................................X-3 G. Payments...............................................................................................................................................X-4 XI- SPECIAL CONDITIONS OF CONTRACT...............................................................................................XI-1 XII- CONTRACT.............................................................................................................................................XII-1 NOTICE OF PUBLIC HEARING AND NOTICE TO BIDDERS PAGE 1-2 Page 95 of 547 I- NOTICE OF PUBLIC HEARING AND NOTICE TO BIDDERS NOTICE OF PUBLIC HEARING On Specifications, Form of Contract, and Estimate of Cost NOTICE TO BIDDERS For the Taking of Bids for WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE TRAFFIC SAFETY IMPROVEMENTS RECEIVING OF BIDS City of Waterloo is accepting sealed bids for construction of the WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE TRAFFIC SAFETY IMPROVEMENTS.Sealed bids will be received by the City Clerk at City Hall,715 Mulberry St,Waterloo, IA 50703 until July 9,2020 at 1:00 p.m. Project detail documents are now on file in the office of the City Clerk. City of Waterloo will issue tax exempt certificates to the successful bidder and any subcontractors to enable them to purchase qualifying materials for this project free of sales tax. PUBLIC HEARING The City Council will conduct a public hearing on the proposed plans, specifications,form of contract,and estimate of cost at 5:30 p.m. on July 13, 2020, in the Council Chambers in the City Hall. You may appear and make objection thereto with the City Clerk before the date set for said hearing,or appear and make objection thereto at the hearing. Bids will be opened in the 1st Floor Conference Room at City Hall on July 9th at 1:00 p.m.If the City Hall has not resumed normal operations by then due to COVID-19,then bids will be opened in the Council Chambers via ZOOM. The bids will be acted upon on a later date after the proposals have been reviewed and approved. The project involves the addition of a right-turn lane and traffic safety improvements by installing some new mast arm poles and traffic control devices. The prior proceedings of the City Council referring to the project and the Contract Documents are hereby made a part of this notice and shall be an integral part of the contract to be awarded. Contract Documents means the collection of all the documents prepared for and used in the course of advertising and awarding the contract such as Plans,Standard Specifications, Special Provisions, Form of Contract, Form of Bid, General Conditions of Contract, and all other forms and documents.A performance bond will be required before a contract is awarded.Some of the projects items will by the City of Waterloo,furnishing and installing as needed. A contract will be awarded to the qualified bidder submitting the most favorable bid considering price among other factors.The City reserves the right to reject any or all bids, re-advertise,waive informalities, and consider proposals along with the bid price. Bids may be held by the City for 30 days from the day of the opening of bids prior to awarding the contract.This is a local letting. No federal funds are involved. Estimate project cost is$297,000.There is a 5%TSB goal. Required completion date is November 30, 2020. Liquidated damages will be charged in the amount of$150 per day. A 5% bid security shall accompany the bid in a separate envelope. CITY OF WATERLOO, IOWA Kelley Felchle City Clerk NOTICE OF PUBLIC HEARING AND NOTICE TO BIDDERS PAGE 1-3 Page 96 of 547 II- INSTRUCTION TO BIDDERS 1- Two separate envelopes are expected marked as"Bid Proposal"and"Bid Security". All envelopes should be inside a larger envelope marked with the name of project and the bidder's name.The TSB PRE-BID CONTACT INFORMATION FORM should be contained inside the Bid Proposal envelope. 2- Do not include items that will be done by the City of Waterloo as part of your bid.These items are: Items by City: • CONSTRUCTION SURVEY 3- The contractor will be required to submit a breakdown of signalization items cost immediately after award of contract. INSTRUCTIONS TO BIDDERS PAGE II-1 Page 97 of 547 III- FORM OF BID WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE TRAFFIC SAFETY IMPROVEMENTS City Project Number TOF-291 CITY OF WATERLOO, IOWA Honorable Mayor and City Council,Waterloo, Iowa The undersigned,being a Corporation existing under the laws of the State of a Partnership consisting of the following partners: having familiarized(himself)(themselves)(itself)with the plans and specifications as well as all other contract documents listed in the Table of Contents and Addenda(if any),now on file in the office of the City Clerk,City Hall,Waterloo, Iowa,proposes to construct and build WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE TRAFFIC SAFETY IMPROVEMENTS,all in accordance with the above-listed documents for the prices listed below: ITEOM ITEM CODE DESCRIPTION UNITS QUANTITY UNIT PRICE TOTAL PRICE 1 2101- CLEARING AND GRUBBING ACRE 0.14 0850001 2102- EXCAVATION,CLASS 10, 2 2710070 ROADWAY AND BORROW CY 590 2105- TOPSOIL,STRIP,SALVAGE 3 8425015 AND SPREAD CY 215 4 2115- MODIFIED SUBBASE,6 IN. CY 195 0100000 STANDARD OR SLIP FORM 2301- PORTLAND CEMENT 5 1032090 CONCRETE PAVEMENT, SY 1,004 CLASS C,CLASS 2 DURABILITY,9 IN. 2301- PORTLAND CEMENT 6 6911722 CONCRETE PAVEMENT LS 1 SAMPLES 2302- GRANULAR SHOULDERS, 7 7430100 TYPE A,6 IN. TON 220 HOT MIX ASPHALT MIXTURE, 2303- COMMERCIAL MIX(INCLUDES 8 0000100 ASPHALT BINDER),AS PER TON 18 PLAN 9 2401- REMOVAL OF SIGN EA 2 6745910 10 2401- REMOVAL OF CONCRETE SY 513 7207010 2416- APRONS,CONCRETE, 15 IN. 11 0100015 DIA. EA 2 REMOVE AND REINSTALL 2416- CONCRETE PIPE APRONS 12 0101036 LESS THAN OR EQUAL TO 36 EA 1 IN. 2416- CULVERT,CONCRETE 13 1160015 ENTRANCE PIPE, 15 IN. DIA. LF 174 2416- CULVERT,CONCRETE 14 1160024 ENTRANCE PIPE,24 IN. DIA. LF 6 2435- MANHOLE,STORM SEWER, 15 0140148 SW-401,48 IN. EA 2 2502- SUBDRAIN, PLASTIC PIPE,6 16 8212106 IN. LF 624 17 2502 SUBDRAIN OUTLET, DR-303 EA 2 8221303 2524- REMOVE AND REINSTALL 18 6765010 SIGN AS PER PLAN EA 4 19 2525 TRAFFIC SIGNALIZATION LS 1 0000100 2527- PAINTED PAVEMENT 20 9263118 MARKINGS STA 15.1 FORM OF BID PAGE III-1 Page 98 of 547 2527- PAVEMENT MARKINGS 21 9263180 REMOVED STA 2.2 22 2528 TRAFFIC CONTROL LS 1 8445110 23 2533- MOBILIZATION LS 1 4980005 2601- MULCHING,BONDED FIBER 24 2634105 MATRIX ACRE 0.3 25 2601- SEEDING AND FERTILIZING ACRE 0.3 2636044 (URBAN) 26 2602 SILT FENCE LF 228 0000020 2602- SILT FENCE FOR DITCH 27 0000030 CHECKS LF 185 2602- REMOVAL OF SILT FENCE OR 28 0000071 SILT FENCE FOR DITCH LF 413 CHECKS 2602- MAINTENANCE OF SILT 29 0000101 FENCE OR SILT FENCE FOR LF 413 DITCH CHECK 2602- PERIMETER AND SLOPE 30 0000309 SEDIMENT CONTROL DEVICE, LF 22 9 IN.DIA. 2602- REMOVAL OF PERIMETER 31 0000350 AND SLOPE SEDIMENT LF 22 CONTROL DEVICE 2602- MOBILIZATIONS, EROSION 32 0010010 CONTROL EA 4 2602- MOBILIZATION, EMERGENCY 33 0010020 EROSION CONTROL EA 1 TOTAL BID Total Bid Price in Writing: Dollars Total Bid Price:$ (numbers) 1. In submitting this bid,the bidder understands that the right is reserved by the City of Waterloo,Iowa,to reject any or all bids. If notice of the acceptance of this bid is mailed,emailed,faxed,or delivered to the undersigned within thirty(30)days after the opening thereof,or at any time thereafter before this bid is withdrawn,the undersigned agrees to execute and deliver an agreement in the prescribed form within ten (10) days after the agreement is presented to him. 2. The bidder has received the following Addendum or Addenda: i. Addendum No. Date 3. The City reserves the right to reduce project size prior to the award of a contract due to budgetary limitations. 4. The City reserves the right to select a bid that is most advantageous to the City,price included. 5. The successful bidder agrees to submit a breakdown of prices for the lump sum traffic signalization item as per signal quantity items shown on the plans immediately after the bidder is awarded the contract. (Name of Bidder) (Date) BY: Title FORM OF BID PAGE III-2 Page 99 of 547 Official Address: (Including Zip Code): I.R.S. No. FORM OF BID PAGE III-3 Page 100 of 547 IV- NON-COLLUSION AFFIDAVIT OF PRIME BIDDER STATE OF ) )SS COUNTY OF ) being first duly sworn,deposes and says that: (1) He is of (2) (Owner, Partner,Office Representative,Agent,Other(explain) 'the Bidder that has submitted the attached bid. (3) He is fully responsible for the preparation and contents of the attached Bid and of all pertinent circumstances respecting such bid. (4)Such Bid is genuine and is not a collusive or sham Bid. (S) Neither the said Bidder nor any of its officers, partners, owner, agents, representatives, employees or parties in interest including this affiant, nor any employee or official of the City of Waterloo, Iowa,or the Owner of the property interested in the proposed contract. (6)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,employers, or parties in interest including this affiant,or by any employee or official of the City of Ottumwa, Iowa. Signed: Title: Subscribed and sworn to me by before me this_day of ,2020. Notary Public in and for County, Iowa. NON-COLLUSION AFFIDAVIT PAGE IV-1 Page 101 of 547 V- BID BOND KNOW ALL MEN BY THESE PRESENTS,that we, as principal, and , as surety we held and firmly bound unto the CITY OF WATERLOO, Iowa. 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 2020, for the West Ridgeway Avenue at Greyhound Drive Traffic Safety Improvements Project(Iowa DOT Project No. CS-TSF-8155(762)- 85-07. 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/her 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 city 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 city 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 officers this day of A.D. 2020. (Seal) Principal By (Title) Witness (Seal) Surety By Witness Attorney-in-Fact BID BOND PAGE V-1 Page 102 of 547 VI- PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS:that (Name of Contractor) (Address of Contractor) a hereinafter called Principal,and (Corporation,Partnership,or Individual) (Name of Surety) (Address of Surety) hereinafter called Surety,are held and firmly bound unto: City of Waterloo, Iowa (Name of Owner) 715 Mulberry Street,Waterloo, Iowa 50703 (Address of Owner) hereinafter called OWNER, in the penal sum of ($ )in lawful money of the United States,for the payment of which sum well and truly to be made, we bind ourselves,successors,and assigns,jointly and severally,firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas,the PRINCIPAL entered into a certain contract with the OWNER,dated this day of 2020,a copy of which is hereto attached and made a part hereof for the construction of: WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE TRAFFIC SAFETY IMPROVEMENTS Waterloo,Iowa Now,therefore,if the Principal shall well,truly and faithfully perform its duties,all the undertakings,covenants, terms,conditions and agreements of said contract during the original term thereof,and any extensions thereof which may be granted by the OWNER,with or without notice to the SURETY and during the two(2)year guaranty period,and if he shall satisfy all claims and demands incurred under such contract,and shall fully indemnify and save harmless the OWNER from all costs and damages which it may suffer by reason of failure to do so,and shall reimburse and repay the OWNER all outlay and expense which it may suffer by reason of failure to do so,and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default,then this obligation shall be void,otherwise to remain in full force and effect. PROVIDED, FURTHER,that the said surety,for value received hereby stipulates and agrees that no change, extension of time,alteration or addition to the terms of the contract or to WORK to be performed thereunder or the SPECIFICATIONS accompanying the same shall in anyway affect its obligation on this BOND,and it does hereby waive notice of any such change,extension of time,alteration or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS. PERFORMANCE BOND PAGE VI-1 Page 103 of 547 PROVIDED, FURTHER,that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of the other beneficiary hereunder,whose claim may be unsatisfied. IN WITNESS WHEREOF,this instrument is executed in three(3)counterparts,each one of which shall be deemed an original,this day of 12020. ATTEST: Principal By (s) (Principal)Secretary (SEAL) (Address) (Witness as to Principal) (Address) ATTEST: (s) (Surety)Secretary Surety (SEAL) By Witness as to Surety Attorney-in-Fact (Address) (Address) NOTE: Date of Bond must not be prior to date of Contract. If CONTRACTOR is Partnership,all partners should execute BOND. PERFORMANCE BOND PAGE VI-2 Page 104 of 547 VII- TARGETED SMALL BUSINESS(TSB)AFFIRMATIVE ACTION CONTRACTOR'S RESPONSIBILITIES ON NON-FEDERAL-AID PROJECTS(THIRD-PARTY STATE-ASSISTED PROJECTS) 1. TSB DEFINITION A TSB is a small business, as defined by Iowa Code Section 15.102(5),which is 51% or more owned, operated and actively managed by one or more women, minority persons or persons with a disability. Generally this is a for-profit small business enterprise under single management, is located in Iowa and has an annual gross income of less than 4 million dollars computed as an average of the three preceding fiscal years. 2. TSB REQUIREMENTS In all State-assisted projects made available through the Iowa Department of Transportation, local governments have certain affirmative action requirements to encourage and increase participation of disadvantaged individuals in business enterprises. These requirements are based on Iowa Code Section 19B.7 and 541 Iowa Administrative Code Chapter 4. These requirements supersede all existing TSB regulations, orders, circulars and administrative requirements. 3. TSB DIRECTORY INFORMATION Available from: https://www.iowaeconomicdevelopment.com/tsb Phone: 515-725-4805 4. THE CONTRACTOR'S TSB POLICY The contractor is expected to promote participation of disadvantaged business enterprises as suppliers, manufactures and subcontractors through a continuous, positive, result-oriented program. Therefore the contractor's TSB policy shall be: It is the policy of this firm that Targeted Small Business(TSB)concerns shall have the maximum practical opportunity to participate in contracts funded with State-assisted funds which are administered by this firm (e.g. suppliers, manufactures and subcontractors). The purpose of our policy is to encourage and increase the TSB participation in contracting opportunities made available by State-assisted programs. 5. CONTRACTOR SHALL APPOINT AN EQUAL EMPLOYMENT OPPORTUNITY(EEO)OFFICER The contractor shall designate a responsible person to serve as TSB officer to fulfill the contractor's affirmative action responsibilities.This person shall have the necessary statistics,funding, authority and responsibility to carry out and enforce the firm's EEO policy. The EEO officer shall be responsible for developing, managing and implementing the program on a day-to-day basis. The officer shall also: A. For current TSB information, contact the Iowa Department of Inspections and Appeals (515- 281-7102)to identify potential material suppliers, manufactures and contractors. B. Make every reasonable effort to involve TSBs by soliciting quotations from them and incorporating them into the firm's bid. C. Make every reasonable effort to establish systematic written and verbal contact with those TSBs having the materials or expertise to perform the work to be subcontracted, at least two weeks prior to the time quotations are to be submitted. Maintain complete records of negotiation efforts. TARGETED SMALL BUSINESS PAGE VII-1 Page 105 of 547 D. Provide or arrange for assistance to TSBs in seeking bonding, analyzing plans/specifications or other actions that can be viewed as technical assistance. E. Ensure the scheduled progress payments are made to TSBs as agreed in subcontract agreements. F. Require all subcontractors and material suppliers to comply with all contract equal opportunity and affirmative action provisions. 6. COUNTING TSBs PARTICIPATION ON A PROJECT TSBs are to assume actual and contractual responsibilities for provision of materials/supplies, subcontracted work or other commercially useful function. A. The bidder may count: (1) Planned expenditures for materials/supplies to be obtained from TSB suppliers and manufacturers; or (2)Work to be subcontracted to a TSB; or (3)Any other commercially useful function. B. The contractor may count: (1) 100%of an expenditure to a TSB manufacturer that produces/supplies goods manufactured from raw materials. (2)60% of an expenditure to TSB suppliers that are not manufacturers; provided the suppliers perform a commercially useful function in the supply process. (3)Only those expenditures to TSBs that perform a commercially useful function in the work of a contract, including those as a subcontractor. (4)Work the Contracting Authority has determined that it involves a commercially useful function. The TSB must have a necessary and useful role in the transaction of a kind for which there is a market outside the context of the TSB program. For example, leasing equipment or purchasing materials from the prime contractor would not count. 7. REQUIRED DATA, DOCUMENTS AND CONTRACT AWARD PROCEDURES FROM BIDDERS/CONTRACTORS FOR PROJECTS WITH ASSIGNED GOALS A. Bidders Bidders who fail to demonstrate reasonable positive efforts may be declared ineligible to be awarded the contract. Bidders shall complete the bidding documents plus a separate form called "TSB Pre-Bid Contact Information".This form includes: (1) Name(s)of the TSB(s)contacted regarding subcontractable items. (2) Date of the contract. (3)Whether or not a TSB bid/quotation was received. (4)Whether or not the TSB's bid/quotation was used. (5)The dollar amount proposed to be subcontracted. B. Contractors Using Quotes from TSBs Use those TSBs whose quotes are listed in the"Quotation Used in Bid"column along with a"yes" indicated on the Pre-bid Contact Information form. TARGETED SMALL BUSINESS PAGE VII-2 Page 106 of 547 C. Contractors NOT Using Quotes from TSBs If there are no TSBs listed on the Pre-bid Contract Information form,then the contractor shall document all efforts made to include TSB participation in this project by documenting the following: (1)What pre-solicitation or pre-bid meetings scheduled by the contracting authority were attended? (2)Which general news circulation, trade associations and/or minority-focused media were advertised concerning the subcontracting opportunities? (3)Were written notices sent to TSBs that TSBs were being solicited and was sufficient time allowed for the TSBs to participate effectively? (4)Were initial solicitations of interested TSBs followed up? (5)Were TSBs provided with adequate information about the plans, specifications and requirements of the contract? (6)Were interested TSBs negotiated with in good faith? If a TSB was rejected as unqualified,was the decision based on an investigation of their capabilities? (7)Were interested TSBs assisted in obtaining bonding, lines of credit or insurance required by the contractor? (8)Were services used of minority community organization, minority contractors groups; local, State and Federal minority business assistance offices or any other organization providing such assistance. The above documentation shall remain in the contractor's files for a period of three (3) years after the completion of the project and be available for examination by the Iowa Department of Inspections and Appeals. 8. POSITIVE EFFORT DOCUMENTATION WHEN NO GOALS ARE ASSIGNED Contractors are also required to make positive efforts in utilizing TSBs on all State-assisted projects which are not assigned goals. Form"TSB Pre-bid Contact Information"is required to be submitted with bids on all projects.If there is no TSB participation,then the contractor shall comply with Section 7C.of this document prior to the contract award. 9. PRE-BID CONTACT INFORMATION Bidders must submit this form with their bid. If there are no TSB subcontractors submit the form anyway and write on it none-contacted, non-available, etc. TARGETED SMALL BUSINESS PAGE VII-3 Page 107 of 547 Form 730007WP 7-9 Contractor Page# Project# TARGETED SMALL BUSINESS (TSB) PRE-BID CONTACT INFORMATION County City (To Be Completed By All Bidders per the Current Contract Provision) In order for your bid to be considered responsive,you are required to provide information on this form showing your Targeted Small Business contacts made with your bid submission. This information is subject to verification and confirmation. In the event it is determined that the Targeted Small Business goals are not met,then before awarding the contract,the Contracting Authority will make a determination as to whether or not the apparent successful low bidder made good faith efforts to meet the goals. NOTE: Every effort shall be made to solicit quotes or bids on as many subcontractable items as necessary to achieve the established goals. If a TSB's quote is used in the bid,it is assumed that the firm listed will be used as a subcontractor. TABLE OF INFORMATION SHOWING BIDDERS PRE-BID TARGETED SMALL BUSINESS TSB CONTACTS SUBCONTRACTOR TSB DATES QUOTES RECEIVED QUOTATION USED IN BID CONTACTED YES/ DATES YES/ DOLLAR AMT.PROPOSED NO CONTACTED NO TO BE SUBCONTRACTED Total dollar amount proposed to be subcontracted to TSB on this project$ List items by name to be subcontracted: TARGETED SMALL BUSINESS PAGE VII-4 Page 108 of 547 VIII-SPECIFICATIONS CITY OF WATERLOO TRAFFIC SIGNALIZATION SPECIFICATIONS A. GENERAL 1. Scope These Specifications 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 Signalization Specifications, and Special Provisions, if any, 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 Terms used in this document shall have the meanings defined below: • Specifications means this document titled,"CITY OF WATERLOO TRAFFIC SIGNALIZATION SPECIFICATIONS • Iowa DOT means the Iowa Department of Transportation. • 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. • Contractor means the Contractor and/or Contractors representatives and sub-contractors. • LED means light emitting diode. • IP means Internet Protocol. • APS means Accessible Pedestrian Signals. • Contract Documents means the collection of all the documents prepared for and used in the course of advertising and awarding the contract such as Plans,Specifications,Special Provisions, Form of Contract,Form of Bid,and all other forms and documents. 3. Related Specifications 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 • Iowa DOT Standard Specifications for Highway and Bridge Construction, and All Current Supplemental Specifications, in Particular Sections 2402, 2403, 2404, and 2405. 2408, 2423,4187, and Division 26. • IMSA(International Municipal Signal Association)Standards. • ITE(Institute of Transportation Engineers)Standards. SPECIFICATIONS PAGE VIII-1 Page 109 of 547 • MUTCD-Iowa 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). • 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 shall be final and conclusive. B. MATERIALS AND CONSTRUCTION The contract work shall comply with the applicable requirements of the Iowa DOT's Standard Specifications for Highway and Bridge Construction and current supplements, 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(NEMA)Actuated Traffic Signal Controller The controller shall be fully compatible with the City'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. 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 National Electrical Manufacturers Association's (NEMA) current edition NEMA Standards Publication TS2-2003 v02.06 for Traffic Controller Assemblies with National Transportation Communications for ITS Protocol (NTCIP) Requirements. Controller engine board and operating system shall support open architecture and be compliant with current ITE,AASHTO, and NEMA Standard Publication for Advanced Transportation Controllers(ATC)5201. All major components shall meet the environmental,design,and operating standards outlined in NEMA Standards Publication TS2-2003 v02.06,Section 2. SPECIFICATIONS PAGE VIII-2 Page 110 of 547 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 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 1003.1b.To facilitate application level access to the ATC hardware,a Board Support Package(BSP)shall be provided by the controller manufacturerfor 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 SPECIFICATIONS PAGE VIII-3 Page 111 of 547 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. 2. Controller Cabinet The controller cabinet shall be a fully operational and functional NEMATS2 Type 1 cabinet that is fiber optics ready and NTCIP ready and shall meet or exceed all the requirements of the Specifications.The controller cabinet shall include everything for TS2 operations, such as bus interface units(BIU), power supplies, MMU, necessary 2-channel detector cards,and all other necessary components.Cabinet shall come with mounted 110 V power strip with at least four outlets and mounted 100/10 hardened managed Ethernet switch with at least 7 outlets. All external communications to the cabinet's components shall be through the Ethernet switch. Controller cabinet design may be affected by battery backup system. Fiber Optic Patch Panel shall not block access to internal components of the control cabinet. All conduit openings in the controller cabinet shall be sealed with a sealing compound. This compound shall be a readily workable soft plastic,except those provided for drains. It shall be workable at temperatures as low as 30 degrees F, and shall not melt or run at temperatures as high as 300 degrees Fahrenheit. Controller cabinets shall be dust proof,weatherproof and made from high-grade aluminum to SPECIFICATIONS PAGE VIII-4 Page 112 of 547 furnish housing for the control equipment and terminal facilities. Anchor bolts shall be included.A gasket panel police door shall be provided with police lock,two keys,flash switch and signal shutdown switch. A 15 AMP GFCI duplex receptacle and lamp base with on-off toggle switch shall be provided. Outlet and lamp shall be fused ahead of the cabinet circuit breaker. The detector rack(s) shall be capable of 8-phase operation plus four pre-emption channels.The 12-bay load switch shall be provided and loaded appropriately. Maintenance Switches. Inside the cabinet shall include properly rated and of good quality Stop Time Control,Timer Power, Flash,and Detector Test switches. The stop time control switch will be a 3-position switch labeled MANUAL-OFF-NORMAL.The center off position will allow the controller to cycle normally during flash. The flash switch shall let the controller continue to operate within the cabinet for field evaluation of the controller. The lowest field connection shall be at least 3 inches from the bottom of the cabinet. The anchor bolts shall be secured with nuts which will not have more than three full threads exposed or interfere with field connections. The field terminals shall attach to the controller cabinet with color coded Y, R, G and B electrical spring wire connectors. Connectors shall be designed flexible and durable with an outer insulator providing a compact, fully insulated connection without cutting or abrading wires. The four spring connectors shall have a corrosion-resistant steel inner shell to strengthen them while permitting spring expansion and contraction due to temperature changes. The connector shall have a deep, flared skirt to protect against shorts and shiners. The connector shall have a flexible base to allow the connector to bend with wires. The field terminals shall connect to the controller cabinet with standard screws. Lug terminals will not be accepted. No hardware or terminal facilities shall be attached to the cabinet door, excluding an intersection call/display panels and test switches as required. Two hard copies and an electronic copy of cabinet electrical prints shall be provided for each cabinet. Electronic copy in PDF format is preferred. The bottom edge of the cabinet shall be waterproofed where the cabinet seats on the concrete base.Appropriate silicone sealing caulk shall be applied to the mating surface of concrete at a minimum bead diameter of 1/2 inch to 3/4 inch before installing the cabinet so that when the cabinet is being installed,securing anchor bolts provide for even and uniform spreading of the sealing material. The underside of the cabinet flange shall be free from any foreign objects, washers,spacers, etc., before caulking procedure. All cabinet and police door locks shall use a standard key and standard skeleton key.The police panel flash switch shall be wired such that when it is switched to "flash" the controller will return to its initialization point and remain there until turned off flash. SPECIFICATIONS PAGE VIII-5 Page 113 of 547 All load switches shall conform to the triple-circuit solid-state type load switch as specified in the NEMA standard'?S2-6.2 Three-Circuit Solid State Load Switches".Load switches shall have LED input and output indications. LED indications shall be provided to reflect the DC driver state for red, yellow and green. The closing or opening of signal circuits shall be positive without objectionable dark intervals, flickering of lights or conflicting signal indications. All internal components shall be accessible without encapsulation. Power supply loads shall be metered. Each circuit shall be a 10 ampere rated driver, LED lamp load at 120 VAC. Provide an AC power surge protective device (SPD) on the load side of the cabinet circuit breaker.The SPD shall be a UL 1449 3rd (or latest revision) Edition Recognized device that is rated for a maximum operating current of 15A or greater.The SPD must be equipped with a maximum continuous operating voltage (MCOV) of 150V, L-N, L-G, and N-G modes of protection, voltage protection rating (VPR) of 700V or less, nominal discharge current rating (In) of 20kA, a short circuit current rating (SCCR) of at least 50kA, visual indication (LED) of operational status,and Form C dry contacts. Provide modular type surge protective devices comprised of a silicon breakover device for all loop detector signal inputs. The device shall be rated for a nominal voltage of 75VDC, and equipped with a minimum surge current rating of 250A. Provide surge protective devices comprised of metal oxide varistors (MOV) for all load relay outputs. The SPDs shall be rated for a nominal voltage of 120VAC, equipped with a surge current rating of 39kA. Provide modular type surge protective devices comprised of three-stage hybrid technology protection consisting of gas discharge tubes(GDT),silicon avalanche diodes(SAD)and positive temperature coefficients(PTC)for all low voltage communication inputs.The SPDs shall be UL 497B Listed and equipped with a surge current rating of 10kA Provide surge protective devices comprised of gas discharge tubes (GDT) for all 120VAC interconnect signal lines.The SPDs shall be equipped with a surge current rating of 10kA. Provide modular type surge protective devices comprised of three-stage hybrid technology protection consisting of metal oxide varistors(MOV),silicon avalanche diodes(SAD)and series inductor for all low voltage (DC Power) input circuits. The SPDs shall be UL 497B Listed, equipped with a surge current rating of 10kA,and a continuous current rating of 5A. Provide surge protective devices consisting of gas discharge tubes (GDT), silicon avalanche diodes (SAD) and positive temperature coefficients (PTC) on all coax video cables. The SPD shall be equipped with s surge current rating of 20kA, and an isolated ground. Isolation transformer shall allow operation with a single point short between loop and ground. The MSD harness wiring shall all be terminated on a separate dedicated termination panel. SPECIFICATIONS PAGE VIII-6 Page 114 of 547 All incoming service voltage connections(including breakers)shall have clear plastic protective shielding covers. Unless otherwise shown on the plans,the supplier shall install one 20 AMP breaker, 1-pole for traffic signals, one 30 AMP, 2-pole breaker for lighting, one 60 AMP, 2-pole breaker for main conductors inside each cabinet. The controller cabinet shall have installed a disconnect panel box,which will shut power off to all circuits inside the cabinet.The disconnect panel box shall be wired as shown on the plans. The cabinet shall come with an installed disconnect breaker panel and shall be connect as per the traffic signal schematic on the project plans.Disconnect breaker panels shall be G.E.model TL412C metal,4-circuit(9 inch by 71/2 inch by 3 inch);Square D model 1-Q06-121_100S metal, 6-circuit (13 inch by 9 inch by 4 inch); Cutler Hammer BR48L1258P (13 inch by 11 inch by 3.5 inch)or approved equal. Installation inside traffic control cabinet shall also meet the following requirements: • Street Lighting Equipment. Electric contactors shall be installed in an auxiliary box or behind a transparent protective cover to prevent personnel from coming into contact with live parts. Contactors shall be mounted away from the door where they are protected against rain and snow fall. • Wall Mounted Fiber Termination Center. The fiber jumpers connected to the termination center shall be mounted so that they do not contact the cabinet door when the door is closed. • Detector Rack.The components installed in the detector rack should be easily and readily accessible. Nothing should be mounted directly in front of the detector rack.Changing rack components should not require moving or un-mounting other equipment. • Programming. All components shall be programmed in order to produce a fully functional traffic control system. Programming, as a minimum and where applicable, shall include signal controller basic timing, coordination, detection cameras, loop amplifier extension times, emergency vehicle preemption,and network connection. 3. Loop Detector Amplifiers All loop detector amplifiers shall be 2-channel or 4-channel card rack-mounted.The card rack will include an appropriate power supply. Acceptable amplifiers can be any of IDC, Sarasota, EDI, or Reno brands. The detector card rack shall also accommodate video detection cards when necessary. Detectors shall have the capability of operating in"pulse"or"presence"mode, "delay"timing on each channel, adjustable in 1-second increments or less, and "extension" timing on each channel,adjustable in 0.5-second increments or less. 4. Vehicular Signal Heads Signal head doors should open so the light assembly can be changed without removing the door or loosening the head. SPECIFICATIONS PAGE VIII-7 Page 115 of 547 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 (1) piece, hinged door with watertight gaskets and two(2)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 degrees 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 (2) washers, three (3) 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 Specifications.If there are any items which do not comply with the contract documents, a list of those exceptions must be detailed on the certification. All screws, latching bolts and hinge pins shall be according to manufacturers' SPECIFICATIONS PAGE VIII-8 Page 116 of 547 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. 5. 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. 6. 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. 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. SPECIFICATIONS PAGE VIII-9 Page 117 of 547 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 Paragraph 2403.03 of the Iowa DOT 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 Iowa DOT Standard Specifications. Reinforcement shall be in accordance with Iowa DOT Specification 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. SPECIFICATIONS PAGE VIII-10 Page 118 of 547 The backfill shall be mechanically compacted in 6-inch layers to a density equal to that of the surrounding material. 7. 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 percent)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 and the current Iowa DOT Supplemental Specifications for Structural Steel. 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 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 Iowa DOT Specification 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. SPECIFICATIONS PAGE VIII-11 Page 119 of 547 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 theplans. 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 % inch diameter by% 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. 8. 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. 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. SPECIFICATIONS PAGE VIII-12 Page 120 of 547 Exterior Coating.All galvanized exterior surfaces shall be coated with a Urethane orTriglycidyl 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 degrees F for a minimum of 1 hour in a gas-fired convection oven by heating the zinc- coated substrate to a minimum of 350 degrees F and a maximum of 400 degrees 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 colortable,and shall be readily matchable for future repair. CONSTRUCTION: Packaging.Priorto 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 SPS.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. 9. 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 will 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 (1) conductor for each optical unit or set of optical units operating identically through the same cycle and one (1) 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. SPECIFICATIONS PAGE VIII-13 Page 121 of 547 An electrical splice in each wire servicing traffic signal heads on a pole shall be made in 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 usinggel-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 Iowa DOT Specification 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. 10. 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 copperwire. SPECIFICATIONS PAGE VIII-14 Page 122 of 547 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 13/16-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 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. 11. 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 thecable. Service Conductors: Powercable 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 Section 4185.12 of the Iowa DOT 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 #10 AWG wire single conductor, stranded copper, Type THWN, with UL approval and orange jacket. Provide in conduit runs that contain fiber optic cable.Tracerwire 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. SPECIFICATIONS PAGE VIII-15 Page 123 of 547 12. Handholes Unless otherwise indicated on the plans, handholes shall be constructed as per these Specifications. 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 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. 13. Conduit All conduits shall be Schedule 80 Poly Vinyl Chloride (PVC)when placed under paved surfaces and Schedule 40 elsewhere. SPECIFICATIONS PAGE VIII-16 Page 124 of 547 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. Conduit 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. 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 properly disposed 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 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 byjacking,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 waterjetting 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 SPECIFICATIONS PAGE VIII-17 Page 125 of 547 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 Iowa DOT Specification Section 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 Iowa DOT Specification 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 AWG#20. The whole outer tube and inner tubes package shall be rated for direct bury and shall be suitable for boring under existing pavement. 14. Fiber Optics Cable All interconnection and monitoring 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. SPECIFICATIONS PAGE VIII-18 Page 126 of 547 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 Percent 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 meetTIA/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 the range plus 1 percent of the length marked.The marking 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. SPECIFICATIONS PAGE VIII-19 Page 127 of 547 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 degrees F to+158 degrees F. The manufacturer shall test at the 100 percent 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 outerjacket 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 SPECIFICATIONS PAGE VIII-20 Page 128 of 547 0.75 d B. 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. 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 ofTIA/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 the City's Traffic Control Center by fiber optic cable. 15. 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. SPECIFICATIONS PAGE VIII-21 Page 129 of 547 16. Signal Service Meter BypassSocket Service panel cabinets shall be furnished when indicated on the project plans and be installed onto the traffic signal controller cabinet by the Contractor. Meter socket shall be UL and ANSI approved and a stamp showing approvals must be visible on inside of the socket. Meter sockets shall be constructed of steel and finished with light gray coating.The coating shall be electrostatically applied. The meter socket shall be rated for two 100-amp or 200-amp terminals and have a fifth terminal as a neutral. The meter socket shall also operate with a bypass device so that the traffic signal will not power down during installation or removal of the utility meter.The utility company will supply and install the meter once the Contractor notifies them of the traffic signal startup. All units shall be any one Anchor Electric U42552-HO, Landis and GYR, HQ-5U-40405-015, Millbank NU9318-XL, Durham T-H5213-U (HCP),or approved equal. 17. 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. 18. Traffic Monitoring System Outdoor monitoring cameras shall be installed with full remote control and monitoring capability activated from the City's Traffic Operations Center at 625 Glenwood Street Waterloo, Iowa. See "Video Detection System (VDS)/Video Monitoring System" section. Video images shall be"flat"with no fish-eye effect. 19. Video Detection System(VDS)/Video Monitoring System The Video Detection System and its components, referred to as the VDS, shall be a complete and working system. The VDS, shall be a complete and working system. The VDS shall be complete will all the required components such as cables, in-cabinet devices, cameras, mounting hardware, etc. VDS shall be capable of detecting vehicles on at least 3 approaches (2 Ridgeway Avenue approaches and 1 Greyhound Drive approach). The VDS detection camera(s) should consist of a single housing assembly. The VDS shall be setup and wired to also perform video monitoring and provide feed for Waterloo video management system (VMS).The VDS shall meet the following minimum requirements: Camera assembly shall be mounted according to the manufacturer's recommendations and shall include mounting hardware to directly install on the arm of mast-arm pole or luminaire extension as needed. The detection system should be capable of stop bar detection of 6'x 6'zones on each individual approach lane. It should also capable of advance detection on each individual lane at about 300' upstream of the stop bar on approaches. Software and hardware shall provide for defining detection area(loops)zones as small as 6 feet by 6 feet or smaller,and defining large SPECIFICATIONS PAGE VIII-22 Page 130 of 547 detection zones/areas, minimum of five zones/loops per lane,and minimum of four lanes per camera. VDS shall be able to have 64 individual detection zones with discrete channel assignments. Detection shall be compatible with Intelight X-3 for MaxAdapt traffic adaptive operation. Shall be IP compatible (IP addressable and network compatible). NEMA compatible output to NEMA TS2 Type 1 controller and shall be fully compatible with the controller and cabinet specified in this Specifications.Signal output for detection as NEMA loop detectors. Detector features shall include count detection, presence and passage detection, speed detection, label displays, and contrast loss detection, collecting and archiving volume and speed date/data gathering stations. Image shall be able to be calibrated for accurate distances. Fail-safe feature with fixed time, max time,or min time selection. User friendly and easy programming with Microsoft Windows'10 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 such as thermostatically controlled heater residing inside the enclosure to reduce the effects of ice and condensation, and 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. VDS system shall be connected to an inside cabinet Ethernet switch to establish the communications link to the Traffic Operations Center. Housing shall be maintenance free. Shall not cause adverse electronic effect on the controller's operations. 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. Recognizing vehicular travel/movement directions. Communications over power line between cabinet and camera. SPECIFICATIONS PAGE VIII-23 Page 131 of 547 Operating temperatures—30 degrees F to 140 degrees F. Camera and camera assembly shall have features or shall have been designed to reduce the need for manual cleaning of the camera or enclosure lens. Bicycle detection is a desired feature. The system shall use Ethernet to connect and network with the different system components. Streaming video images, alerts, and data shall be transmitted from the field back to a Traffic Operations Center(TOC). The VDS client software shall provide graphical user interfaces between the users of the system and the VDS sensor(s) itself. The software shall allow the user to configure sites, conduct maintenance, monitor information relayed from the sensor(s),and provide access to real-time data, system and user defined alerts, and access to historical data collected by the sensor(s). The client software should be installed on a single personal computer or across a network of computers. More than 1 users shall be able to access VDS simultaneously. Camera lens shall not require adjustment and is always in focus Any plastics used in the enclosure shall have ultraviolet inhibitors A waterproof and dust tight enclosure. The outer enclosure shall be stainless steel or aluminum. The VDS processor should have at a minimum 4 USB 3.0 ports for expansion flexibility and have a built-in modem. Manufacturer recommended cabling shall be used. Have surge protection. The surge protector junction unit for the VDS sensor shall provide protection against a transient pulse with a pulse shape of 8/20µs and a max current of 75A. The surge protection unit for the VDS sensor, shall have at most a max impulse discharge current of 40 KA and an impedance of at least 100 ohms. The unit should have at least Line- Line and Line-Ground protection options,and the POE current should not exceed 1.8A. Placement of detection zones should be done by means of a graphical interface using the image of the roadway.The client software displays images of the detection zones overlaid on the video image of traffic while the VDS processor is running. The detection zones, when operating, shall display visible changes indicating activation. Capable of being programmed either by a PC computer (laptop) or a mouse, keyboard, and monitor connected directly to the processor to configure a site.The detection zones should be capable of being sized and shaped to provide optimal road coverage and detection. The VDS shall allow the user to edit previously defined detector configurations while the sensor continues to operate from the sensor configuration currently in place. SPECIFICATIONS PAGE VIII-24 Page 132 of 547 The presence of the vehicle as well as the signal states shall be indicated via colored LED lights on the front panel of VDS processor. Detection zones shall be sensitive to the direction of vehicle travel. The direction will be capable of being detected by each detection zone and will be programmable by the user.The vehicle detection zones will not activate if a vehicle is traveling in any direction other than the one specified for detection in the zone. Cross-street and wrong way traffic shall not cause a false detection. Detection zones shall be capable of an optional user defined call to detect a side entrance angle of 90°or less. The manufacturer shall provide an online user guide and an electronic copy of the user guide within the client software and on board the VDS processor for reference. The VDS shall be warranted to be free of defects in material and workmanship for a period of 3 years from date of shipment from the manufacturer's facility. During the warranty period, the system manufacturer shall be required to repair with new or refurbished materials, or replace at no charge, any product containing a warranty defect provided the product is returned FOB to the supplier's factory or authorized repair site. Return product, product for repair, or product to be replaced under warranty by the supplier shall have prepaid transportation. Updates of the VDS processor's engine and updates to the client software shall be provided free of charge for the life of the system. 20. 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 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 SPECIFICATIONS PAGE VIII-25 Page 133 of 547 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 Section 2505.03.F.6 of the Standard Specifications. During saw cut and prefabrication loop testing, City personnel, 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 bythe City'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 SPECIFICATIONS PAGE VIII-26 Page 134 of 547 time for the sealer to harden in accordance with manufacturer's instructions before allowing traffic to move over the area. 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 percent or less without excessive flow of material, unless otherwise approved by the Engineer. The Engineer shall 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. 21. 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-MV0LT-R3-BK or equivalent meeting the following requirements: • LED 120-277 Multi-Tap • Type III Light Distribution • Photocell Receptacle(Empty) • 100-130 Lumens Per Watt • 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. SPECIFICATIONS PAGE VIII-27 Page 135 of 547 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. 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 befused. 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 percent of the turn-onvalue. • An "ON-OFF" switch shall be provided inside each controller cabinet that controls power to all lighting circuits at that intersection. 22. 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. SPECIFICATIONS PAGE VIII-28 Page 136 of 547 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 copy onto mechanically applied background in accordance with sheeting manufacturers' 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 161/2 inches wide by 11/2 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. 23. Salvaged Materials All existing signal materials and equipment not listed in the Specifications 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. Contractor may be allowed to deliver the salvaged equipment and materials to the City, but prior authorization and coordination is required. Existing traffic signal equipment and materials to be removed and salvaged, if present, include: • Galvanized poles and mast arms • Signal heads and signs mounted on signal poles or mast arms • Signal controllers and cabinets • Cameras • EVP detectors and indicatorlights Existing traffic signal equipment and materials to be removed and properly disposed of by SPECIFICATIONS PAGE VIII-29 Page 137 of 547 Contractor, if present, include: • Traffic signal pole footings—whole or partial—to be removed. • Old street name signs to be removed. • Painted poles and mastarms C. TRAFFIC CONTROL It shall be the Contractor's full responsibility to set up and maintain traffic control in compliance with the MUTCD and Iowa DOT standards. D. METHOD OF MEASUREMENTAND 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 this Specifications, to provide a fully operational system. Unless listed as a separate bid item, no other payment will be made for work covered by the Specifications, 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 this Specifications 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. SPECIFICATIONS PAGE VIII-30 Page 138 of 547 E. ESTIMATED QUANTITIES FOR LUMP SUM TRAFFIC SIGNALIZATION BID ITEM (This form to be completed by the successful bidder and submitted before the start of the construction.) ITEM ITEM DESCRIPTION UNITS QUANTITY UNIT PRICE TOTAL NO. TRAFFIC SIGNAL CONTROLLER,ACCESSORY 1 EQUIPMENT,CONTROLLER CABINET,AND EACH 1 FOUNDATION TRAFFIC SIGNAL HEAD(12-INCH,3-SECTION[R-Y- 2 G]WITH LED LENSES AND BACKPLATE, MAST ARM EACH 5 MOUNTED),AND MOUNTING HARDWARE TRAFFIC SIGNAL HEAD(12-INCH,3-SECTION[R-Y- 3 G]WITH LED LENSES AND BACKPLATE,SIDE OF EACH 2 POLE MOUNTED),AND MOUNTING HARDWARE TRAFFIC SIGNAL HEAD(12-INCH,3-SECTION[<R- 4 <Y-<G]WITH LED LENSES AND BACKPLATE, MAST EACH 2 ARM MOUNTED),AND MOUNTING HARDWARE TRAFFIC SIGNAL HEAD(12-INCH,3-SECTION[<R- 5 <Y-<G]WITH LED LENSES AND BACKPLATE,SIDE EACH 1 OF POLE MOUNTED),AND MOUNTING HARDWARE TRAFFIC SIGNAL HEAD(12-INCH,3-SECTION[R-Y>- 6 G>]WITH LED LENSES AND BACKPLATE, MAST EACH 2 ARM MOUNTED),AND MOUNTING HARDWARE TRAFFIC SIGNAL HEAD(12-INCH,3-SECTION[R-Y>- 7 G>]WITH LED LENSES AND BACKPLATE,SIDE OF EACH 2 POLE MOUNTED),AND MOUNTING HARDWARE 8 TRAFFIC SIGNAL HANDHOLES,CONCRETE EACH 10 9 FIBER OPTIC HANDHOLES EACH 1 10 WIRES AND CABLES, 1C,#3 AWG, POWER LF 50 11 WIRES AND CABLES, 1C,#6 AWG, GROUND LF 2,100 12 WIRES AND CABLES, 1C,#10 AWG, LIGHTING LF 1,360 13 WIRES AND CABLES,3C,#16 AWG,SIGNAL LF 1,380 WIRES AND CABLES,2C,#16 AWG,TWISTED, 14 SHIELDED, DETECTOR RUN LF 1,640 15 WIRES AND CABLES,5C,#16 AWG,SIGNAL LF 1,180 16 WIRES AND CABLES, 12C,#16 AWG,SIGNAL LF 630 17 PULL ROPE(PULL TAPE) LF 2,100 18 POWER SUPPLY EACH 1 19 CONDUIT,2-INCH POLYVINYL CHLORIDE(PVC) LF 1,110 (TRENCHED) 20 CONDUIT,3-INCH POLYVINYL CHLORIDE(PVC) LF 740 (TRENCHED) 21 CONDUIT,2-INCH POLYVINYL CHLORIDE(PVC) LF 110 BORED 22 CONDUIT,3-INCH POLYVINYL CHLORIDE(PVC) LF 150 BORED TRAFFIC SIGNAL POLE,WITH 12-FOOT MAST ARM, 23 AND 3.5-FOOT DIAMETER X 10-FOOT DEEP EACH 1 FOOTING,AS PER PLAN TRAFFIC SIGNAL POLE, COMBINATION,WITH 54- FOOT MAST ARM,25-FOOT LUMINAIRE ARM,AND 24 3.5-FOOT DIAMETER X 16-FOOT DEEP FOOTING, EACH 1 AS PER PLAN SPECIFICATIONS PAGE VIII-31 Page 139 of 547 TRAFFIC SIGNAL POLE, COMBINATION,WITH 46- FOOT&20-FOOT MAST ARMS(AT 90 DEGREES), 25 30-FOOT LUMINAIRE ARM,AND 3.5-FOOT EACH 1 DIAMETER X TBD-FOOT DEEP FOOTING,AS PER PLAN TRAFFIC SIGNAL POLE,WITH 30-FOOT MAST ARM, 26 AND 3.5-FOOT DIAMETER X 11.0-FOOT DEEP EACH 1 FOOTING,AS PER PLAN 27 STREET NAME SIGNS, MAST ARM-MOUNTED OR EACH 3 SIGNAL POLE-MOUNTED 28 VEHICLE DETECTOR LOOPS,SAW-CUT EACH 8 29 VEHICLE DETECTION/TRAFFIC MONITORING LS 1 SYSTEM, 1-CAMERA,COMPLETE 30 ADVANCE WARNING FLASHER(AWF)ASSEMBLY EACH 2 WITH 48"SIGN CONNECT TRAFFIC CONTROLLER/CABINET TO 31 EXISTING FIBER OPTIC CABLE LS 1 SPECIFICATIONS PAGE VIII-32 Page 140 of 547 IX- SPECIAL PROVISIONS 1. The current Iowa DOT Standard Specifications and current supplemental specifications shall apply to all work on this Project,except for the traffic signals. SPECIAL PROVISIONS PAGE IX-1 Page 141 of 547 X- GENERAL CONDITIONS OF CONTRACT A. Scope 1. This General Conditions of Contract, referred to here after as GCC, consist of the terms and condition under which the Contract is executed and shall govern the execution of the Contract.This GCC sets the terms of the Contract signed by the Contractor and the City of Waterloo unless otherwise modified by the Special Conditions of Contract(SCC). Under this GCC all traffic works as described in plans and other parts of the Contract Documents shall be complete,in place,ready to be used,and operative. The Contractors work covered by this GCC consists of furnishing all labor,equipment and materials and performing all required operations to complete the Contract works. B. Inclusion of Documents 2. It is understood and agreed that this GCC is part of the Contract;also the resolution adopted by the City Council approving the construction of the improvement,the Notice to Bidders as published,the Instruction to Bidders,the Form of Proposal, the Performance Bond, the Council Proceedings relating to this matter, and the Plans and Specifications and all other documents contained in the Contract Documents shall all be considered as forming a part of the Contract the same as though they were each set out in said Contract. C. Contractor's Responsibility 3. The Contractor agrees to perform the Contract work and install the improvements on the terms set out in the Contractor's bid or proposal to the City which has been accepted by the City and which is by reference made a part of this GCC. 4. The Contractor agrees to commence the work,subject of the Contract,within ten(10)working days after receipt of"Notice to Proceed" and complete it on or before ninety working days from the date of Notice to Proceed and any extension of time that is granted by the City. 5. Should the Contractor fail to complete said improvements in strict accordance with the terms and conditions of the Contact,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. 6. Should any part of any traffic signal system installed as part of the Contract fail within the warranty period the Contractor shall correct the failure and deliver a working system. In the event of the failure or default of the Contractor to remedy any or all system failures due to defects in said work within the warranty period and starting from the date of its acceptance by said Council,and after having been given ten(10)day notice so to do by registered letter deposited in the United States Post Office,addressed to the Contractor at the address in the Contract Documents,then the City may proceed to remedy such defects. The costs and expenses thereof shall be the Contractor responsibility. 7. 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 the Contract,and of the plans,and Specifications made a part hereof by reference,and to the satisfaction and approval of the City and its Traffic Engineer. 8. 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/her agents,while work is done pursuant to this agreement. 9. 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. SPECIAL CONDITIONS OF CONTRACT PAGE X-1 Page 142 of 547 10. 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. 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 representative. 11. Any material or equipment that 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 Engineer. 12. 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. 13. The Contractor agrees to pay punctually all just claims of labor, material, 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 and material under the contract. 14. The Contractor agrees to furnish the City,simultaneously with the contract,a bond on a form to be provided by the City in the amount provided by law,which shall be for the benefit of the City,and any and all persons injured by the breach of any of the terms of the 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 the Contract. 15. The Contractor agrees that should it abandon work under the 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. 16. 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 cleanup and remove the debris or put the street back in a proper condition for travel.The Contractor shall thoroughly clean the site and restore it to a condition at least equal to that existing prior to construction. 17. The Contractor and/or his/her representative shall perform all work required and furnish all labor,materials,equipment, tools,transportation and supplies necessary to complete the work in accordance with the project plans and specifications. Should any misunderstanding arise as to the intent or meaning of the plans or specifications,the decision of the City shall be final and conclusive. 18. The Contractor is specifically assigned full responsibility for all work and equipment installed by the Contractor, either permanent or temporary,particularly traffic signals,from the time that the Contractor begins work until final acceptance. The Contractor shall thereafter have an individual on call. This individual shall have the training and equipment required to make all necessary repairs to eliminate any conditions adverse to public safety and should be able to restore any of the Contract's intersection traffic signal systems to safe operation. All costs associated with such repair and emergency control shall be borne by the Contractor except when caused by events beyond the Contractor's responsibility. 19. The Contractor shall flash signals at new signalization locations for a minimum of 72 hours before turn on. The City shall be notified in writing before the signals are put on flash. The Contractor shall notify the City Traffic Operations Department in writing after the installation is 100 percent completed. 100 percent complete shall mean all equipment, including but not limited to, controller, signals and wiring, handholes, loop and/or video detectors including sealing, functional interconnect, luminaires, any required operational pre-emption sequences, signs and complete controller cabinet documentation and equipment to be completely and fully operational. The thirty-(30)-day burn in period will then begin. Once this writing is received by the Traffic Operations Department,the City will then inspect the installation. A punch list will then be issued. All repairs and testing of the field equipment shall be done by the Contractor. The Contractor shall have complete records of the work performed while under construction, including as-built plans. Log-in sheets of the SPECIAL CONDITIONS OF CONTRACT PAGE X-2 Page 143 of 547 intersection where work is performed shall be maintained until completion and documents are turned over at 100% completion of job. Prior to the turn on,the time and date of turn on of the signal system shall be mutually agreed upon by the City and the Contractor. 20. The Contractor shall designate in writing to the City Traffic Operations Department an emergency telephone number where he/she or his/her representative may be contacted concerning response on-call service.The Contractor shall be on- call twenty-four(24)hours,seven(7)days a week,including holidays,for making repairs.When a system or installation is not in operation or not illuminated due to equipment failure or external damage, an authorized person will notify the Contractor of such failure. The Contractor shall respond to correct the failure within the specified response time. The responsive maintenance shall apply from the beginning of the Contract until signal system is operational including burn in time. All response time shall be less than 24 hours except when an emergency or dangerous situation exists,in which case the Contractor shall immediately dispatch qualified personnel to eliminate such condition. Contractor shall provide names and phone numbers to the City of people who are on 24-hour call. 21. If the Contractor's response time exceeds the time limit as outlined in the previous section by 24 hours, the City shall employ another contractor to repair the failed intersection at the expense of the original Contractor or, at the City's discretion,the work will be completed by City staff and charged back to the Contractor. D. Traffic Control 22. The Contractor and/or his/her representatives at all times shall conduct his/her operation in such a manner as to insure the safety of the motorists,the pedestrian,and his/her own employees. The Contractor shall perform his/her work in such a manner and sequence as to maintain vehicular and pedestrian traffic at all times and to maintain access to adjacent private properties. 23. Where excavations occur in the sidewalks or other pedestrian-ways or adjacent areas the Contractor shall provide a safe and orderly pedestrian passage around the excavation area. The pedestrian passage shall not subject pedestrians to walk upon unsuitable or hazardous surfaces. Special consideration shall be given to areas used by people with disabilities particularly visually impaired persons. 24. At the end of each day's work and at all other times when construction operations are suspended, all work and other obstructions shall be removed from that portion of the roadway or sidewalk normally open for traffic. 25. The Iowa Department of Transportation specification for traffic controls applies. The Contractor shall furnish, install,and maintain all devices for directing, warning and re-routing traffic flow, including warning lights, barricades, and other devices necessary to adequately inform the motorists of unusual or unsafe conditions and guide him safely through the Contract work area. E. Coordination with Utilities 26. The Contractor and/or his/her representative shall be responsible for determining the exact location and elevation of all public utilities in proximity to his/her construction work and shall conduct his/her activities such that the public utilities shall not be disturbed or damaged. 27. Liability. The Contractor shall be fully liable for all expenses incurred because of his/her failure to obtain required clearances, location of utilities, and any damage to the public utilities caused by his/her work and/or his/her representative. F. Contractor Submissions 28. Within sixty days after awarding of the Contract for the project, the Contractor shall submit a list of names of the equipment manufacturer and catalog number of each item he/she proposes to install on the project. The list shall be submitted in 1 hard copy and 1 electronic copy by email or other media to the City for approval before any equipment or materials are ordered. 29. Shop Drawings. Prior to the fabrication of any of the components listed herein but not more than sixty days after the approval of the material and equipment lists, the Contractor shall submit 1 hard copy and preferable an additional electronic copy of shop drawings to the City for approval. As a minimum,the following shop drawings shall be provided: Cabinet and mast arm structure fabrication drawings showing complete dimensions, material, fabrication techniques including location and type of welds. SPECIAL CONDITIONS OF CONTRACT PAGE X-3 Page 144 of 547 30. Review of shop drawings by the Engineer is for checking for general conformance with the project design concept and Contract Documents. On each submittal,the Contractor shall specify in writing any deviations from the requirements of the plans or Contract Documents. Any approval of shop drawings by the Engineer does not relieve the Contractor of responsibility for providing satisfactory materials and equipment meeting the requirements of the plans and Contract Documents. If there are errors in the drawings not detected by the Engineer,the approval shall not be construed to permit the Contractor to proceed in error. 31. Schedule of Unit Prices. Immediately after the award of the Contract the Contractor shall forward to the City for approval 1 copy of a breakdown list of unit costs for the lump sum traffic signalization bid item. 32. Warranty. In addition to the warranties on specific traffic signal equipment listed elsewhere in the Contract Documents, the Contractor shall fully guarantee the traffic signal installation for any malfunction due to faulty equipment,materials or workmanship for six(6)months after final acceptance of the project. The Contractor prior to final acceptance shall provide this guarantee in writing on company or corporation letterhead stationery. The Contractor shall transfer all required equipment warranties on the date of final acceptance to the City. Project acceptance is when the Waterloo City Council final approves the project. G. Payments 33. 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 the Contract by reference, and upon completion and acceptance of said work, the City agrees to pay to the Contractor, in the manner set out in the Notice to Bidders, the amount of money due the Contractor for work performed and accepted, at the unit prices set out in the Contractor's proposal,which has been accepted by the City plus any approved change orders. 34. Progress payments to the Contractor will made based on pay estimates.Monthly estimates of the work performed on the project are made by the Engineer as the basis for progress payments to the Contractor. An invoice from the contractor shall not be the basis for payment.The contractor should submit an invoice based on what the contractor believes is the acceptable quality and quantity of work to be considered by the Engineer in preparing a pay estimate. 35. The City will keep 5% retainage from all payments to the contractor until the project is final accepted by Waterloo City Council at which time the Contractor shall submit a request for release of retainage to the Engineer.The Contractor may submit a request for release of retainage at the same time he/she submits a request for final acceptance of work. 36. Upon receipt of a final acceptance request from the Contractor the Engineer will process a final pay estimate. If the Contractor does not agree with the final amount, the Contractor has 60 days from the date of final acceptance of the project to contest the final pay estimate and provide the Engineer with evidence that the final pay estimate is not correct, otherwise the final pay estimate shall be considered approved and acceptable by the Contractor for full compensation for his/her work under the Contract. 37. Compensation to the Contractor for the lump sum traffic signalization work will be made at the Contract lump sum price for the signalization,complete,in place,and operating. No measurements or payment of individual traffic signal items will be made except for purposes of progress payments. Plan quantities are for estimating purposes only and no direct payment will be made for any materials or work required to complete works for the lump sum bid item signalization unless specifically provided for in the Contract Documents. 38. The bid item quantities may vary up to 20% at the Contract unit prices except for lump sum items and except when it causes the total Contract price to increase or decrease by more than 20%. Increase or decrease of more than 20%of the bid quantities or total Contract price shall require City of Waterloo Council approval. Price changes due to quantity variation of more than 20%will be mutually agreed on by the Contractor and the City. 39. Variation in lump sum item costs shall be approved by the Engineer prior to performance of that work.Variation of more than 20%of a lump sum cost shall require City of Waterloo Council Approval. SPECIAL CONDITIONS OF CONTRACT PAGE X-4 Page 145 of 547 XI- SPECIAL CONDITIONS OF CONTRACT WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE TRAFFIC SAFETY IMPROVEMENTS DOT Project Number:CS-TSF-8155(762)--85-07 City Project Number:TOF-291 The following conditions shall modify and prevail over the appropriate and/or corresponding conditions in General Conditions of Contract. 2. The Completion date for the project is November 30,2020. 3. This contract has no specified working days, however contractor shall have project completed by date specified above. Failure to complete contract by specified date will result in liquidated damages being assess at$150 per day. 4. This project is funded by an Iowa DOT grant. The Contractor understands that City must obtain prior Iowa DOT concurrences and approvals in order to award a contract, process change orders,and make any other major changes or deviations from the project as defined in the Contract Documents. SPECIAL CONDITIONS OF CONTRACT PAGE XI-1 Page 146 of 547 XII- CONTRACT FOR THE CONSTRUCTION OF WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE TRAFFIC SAFETY IMPROVEMENTS Iowa DOT Project Number:CS-TSF-8155(762)--85-07 City Project Number TOF-291 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 of (hereinafter referred to as Contractor), WITNESSETH: Contractor agrees to build and construct the WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE TRAFFIC SAFETY IMPROVEMENTS,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 CONTRACT PAGE XII-1 Page 147 of 547 TOTAL 56 uJ PROJECT IDENTIFICATION NUMBER Q N PLANS OF PROPOSED IMPROVEMENTS ON THE CS-TSF-8155(762)--85-07 MURBAN ROAD SYSTEM N PROJECT NUMBERS z M �- 9 TOF-299 w o IOWA DOT:CS-TSF-8155(762)--85-07 CITY OF WATERLOO CONTRACT NUMBER:1019 WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE C:) TRAFFIC SAFETY IMPROVEMENTS 6 co 00 r z IOWA DEPARTMENT OF TRANSPORTATION PROJECT NUMBER: CS-TSF-8155(762)--85-07 co wTRAFFIC SAFETY IMPROVEMENTS LL�L17 Q > SCALES:AS NOTED LLD O c o a CITY OF WATERLOO PROJECT NUMBER: TOF-291 U) z PROJECT LOCATION I'_ U LOCATION MAP ULUw o a < INDEX OF SHEETS U WQ L NO. DESCRIPTION J L Q A.01 TITLE SHEET Q LJ fY A.02 LEGEND AND DESIGN INFORMATION ■ This road will be open to through traffic during construction.Local traffic to adjacent properties B.01 TYPICAL SEMIONS NS Q w • �/ will be maintained. B-oa e04 GENERCONSTAL AND UTILITTINTS AND YNN TFS C.01 ESTIMATED QUANTITIES Traffic control devices,procedures,layouts,signing,and pavement markings installed within the C.02 ESTIMATE REFERENCE INFORMATION Q limits of this project shall conform to the"Manual on Uniform Traffic 0.01Control Devices for Streets 01-C.09 QUANTPLAN VITEW Y TABULATIONS 0 ❑ Q ❑ ` and Highways"as adopted by the Department per 761 of the Iowa Administrative Code(!AC) E.1.01 REMOVAL PLAN Q ❑ � Chapter 130. F.01-F,02 GRADING AND EROSION CONTROL SHEETS Z / G.01 HORIZONTAL ALIGNMENT INFORMATION _ J,01 PAVEMENT TRAFFIC CONTROL PLAN K.Q U -0L 04 INTERSECTION PLAN N.01-19' ING PLAN Q L.1 N.01-1.10 TRAFFIC SIGNAL SHEETS N.11 o.16 TRAFFIC SIGNAL STANDARD DETAILS LJ W.01-W.10 W Ri GEWAY AVE CROSSPAVEMENT MARKING -SECTIONS 0 � 0 Q LLJ Iz Z W ��Q W \\\\\\4444444444k1.i 111111y 1/1 I hereby cernpersonal thatsup this engineering I am a duly was prepared I�yes mel under my er SSS I0"!N",�/ h'e laws of that Stale o'siun r Iowa and that i am a duly licensed Professional Engineerender MICHAEL G. G) ❑ _Z DRYDEN z - — 11440 — rN�/ =U • • License Number:11440 LJ.. ���•. •.��� My license renewal dale is December 31.2D20 I— IOWA ••.... ' •. V� \ Pages or sheets covered 6y this seal: ONE CALL - 1 W 7i00 N E9d41 • + '• i/41g1111�10111111 511 1\\\\\\\,`\` ENGINEER:AMENT DESIGN ENGLISH CITY OF WATERLOO BLACK HAWK COUNTY PROJECT NUMBERS:CITY OF WATERLOO:TOF-291,IOWA DOT:CS-TSF-8155(762)--85.07 SHEET NUMBER A.01 Page 148 of 547 LEGEND EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION PROPOSED Raw RIGHT OF WAY © CABLE PEDESTAL .S EASEMENT n SIGN n T TES TES TEMPORARY EASEMENT M DETECTABLE WARNING PE PE PE PE PE PROPERTY LINE X 687 ELEVATION X 687 CONSTRUCTION LIMIT 946 GRADE CONTOUR — — —946— BUILDING 946BUILDING LINE FLOW ARROW �f ► — E E E E ELECTRICAL E E E E E HIGH POINT P.. ,P FOP FOP FOP FIBER OPTIC LINE OP OP OP OP 0 TREE (DECIDUOUS) GAS TREE EVERGREEN CIA s^R s^R SANITARY SEWER TREE LINE s1 s, s1 sT STORM SEWER sT sT U U U LANDSCAPING EDGE T TEL TEL TEL TELEPHONE SHRUB w w w w w WATERMAIN w w w w w RETAINING WALL FENCE LINE °�° GUARDRAIL N ry N 1 TELEVISION N N N N N GUY WIRE I ANCHOR RR RR RR RR RAILROAD RR RR RR RR RR P MAILBOX P FLARED END SECTION gR RAILROAD CROSSING RR CATCH BAS I N F-1 INLET INTAKE 0 U SANITARY MANHOLE S O STORM MANHOLE D 0 UTILITY MANHOLE U WATER VALVE J VALVE VAULT ON HYDRANT M1 WATER SERVICE BOX m GAS VALVE ° WEST RIDGEWAY AVENUE DESIGN INFORMATION 3:� LIGHT FIXTURE 3:� ROADWAY CLASSIFICATION:MINOR ARTERIAL STREET LIGHT DESIGN SPEED:45 MPH POWER POLE AADT 2018: 15,770 TELEPHONE PEDESTAL IT DESIGN STORMS INTAKE SPACING:5 YEAR ELECTRIC PEDESTAL [E] DESIGN STORMS PIPE SIZING: 10 YEAR DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:40am ' — Traffic Safety Improvements Legend and Design Information Ridgeway-Greyhound Base.dwg I A.02 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 AM Page 149 of 547 VARIES 10' 2' TO ±12.50' BT-4 JOINT D 40 °° g ` ° 6"TYPE 'A' GRANULAR SHOULDER 9" PCC — 6" MODIFIED SUBBASE � 5 ` 1 2' +2.5' 6" SUBDRAIN STA 10+73.94 TO STA 12+61 .71 NOTES: ---------- --- 1. SUBDRAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH AND IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLAN, DR-303,TYPE 7A INSTALLATION STA 14+81 .73 TO STA 16+78.09 NOT TO SCALE 44.00' TO 44.98' RT ±12.50' 10' BT-4 JOINT - - -- - - _ — _ 2% 4�% 6"TYPE 'A' GRANULAR SHOULDER 9" PCC 6" MODIFIED SUBBASE �` � 5 1 2' ,±2.5' 6" SUBDRAIN NOTES: 1. SUBDRAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLAN, DR-303,TYPE 7A INSTALLATION STA 12+61 .71 TO STA 14+81 .73 NOT TO SCALE DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:40am — Traffic Safety Improvements Typical Sections Ridgeway-Greyhound Base.dwg I B.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 B'01 Page 150 of 547 232-10 STANDARD ROAD PLANS Modified The following Standard Road Plans shall be considered applicable to construction work on this project. EMERALD ASH BORER NUMBER DATE SHEETS TITLE BA-401 10/15/19 4 Temporary Barrier Rail(Precast Concrete) BA-500 04/19/16 2 Temporary Crash Cushions Sand Barrel Dispose of all wood material generated as a result of DR-101 04/18/17 1 Pipe Culvert(Bedding and Backfill) clearing and/or grubbing according to the Iowa Department of DR-102 04/21/15 1 Pipe Culvert(Cover and Camber) 103 04/21/15 1 Pipe Culvert(Installation Details) Agriculture and Land Stewardship's Emerald Ash Borer(EAB) DR-104 04/19/16 3 Depth of Cover Tables for Concrete and Corrugated Pipe Quarantine Order. For more information refer to 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 http://www-iowatreepests.com/eab_regulations.htmi. DR-141 04/18/17 1 Pipe Bends and Half Pipe DR-142 04/21/15 1 Culvert Pipe Tee Sections DR-202 04/21/20 3 Low Clearance Concrete Pipe Aprons DR-303 10/17/17 2 Subdrains(Longitudinal) EC-103 04/21/151 Wood Excelsior Mat for Slope Protection EROSION CONTROL EC-201 10/119 6 ISM 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 (SELECTIVE CLEARING) MI-220 10/20/15 3 Detectable Warnings and Pedestrian Ramp PM-110 04/21/20 3 Line Types This Data Entry Sheet fills Tab 232-6 effective 10-18-11 PM-111 04/21/20 2 Symbols and Legends PV-101 04/21/20 8 Joints Selective clearing will be required on this project- Do not remove PV-102 04/21/20 1 2 PCC Curb Details any trees outside of the construction limits without the PV-103 04/21/20 1 Manhole Boxouts in PCC Pavement PV-104 04/21/20 1 Ramped Median Nose Engineer's approval. PV-201 10/15/19 1 Manhole Boxouts in HMA Pavement and HMA Overlays SI-101 04/19/16 1 Locations-Type'A'Signs S-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 SWA02 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 04/21/20 1 Sanitary Sewer Manhole over Existing Sewer SW-401 04/21/20 1 Circular Storm Sewer Manhole SW-402 04/21/20 2 Rectangular Storm Sewer Manhole SW404 04/21/20 2 Rectangular Base/Circular Top Storm Sewer Manhole SW-501 04/21/20 1 Single Grate Intake SW-504 04/21/20 2 Single Grate Intake with Flush-Top Manhole SW-507 04/21/20 2 Single Open-Throat Intake,Small Box SW-509 04/21/20 3 Double Open-Throat Curb Intake,Small Box SW510 04/21/20 3 Double Open-Throat Curb Intake,Large Box SW-512 04/21/20 2 Circular Area Intake SW-513 04/21/20 1 Open-Sided Area Intake SW-514 04/17/18 3 Boxouts for Grate Intakes SW-550 04/17/18 2 Alternate Construction Method(SW-508 and SW-510 Intake) SW-602 04/21/20 2 Castings for Storm Sewer Manholes SW-603 10/16/18 2 Castings for Grate Intakes SW-604 04/21/20 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 04/21/20 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 04/21/20 3 Routes Closed to Traffic TC-402 04/21/15 1 Shoulder Closure(Multi-Lane) TC-418 04/21/20 1 Lane Closure on Divided Highway TC-419 10/16/18 1 Lane Closure on Undivided Highway TC-421 04/21/20 1 Lane Closure with TBR TC-423 10/20/20 1 Closure of Two Adjacent Lanes on Undivided Highway TC-429 10/16/18 1 Closure of Continuous Two-Way Left Tum 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 10/1SO9 1 ISidewalk Diversion DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound DriveSHEET NO. DATE: May 13,9:40am — Traffic Safety Improvements Constraints and Plans Ridgeway-Greyhound Base.dwg I B.02 NO. REVISION DESCRIPTION APPROVED UATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 B'02 Page 151 of 547 GENERAL UTILITY NOTES 1. REFER TO TABULATION OF UTILITY GRADE LEVELS IN ACCORDANCE WITH CI/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. DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. Y , General and Utility Notes May 139:40am DATE: Traffic Safety Improvements Ridgeway-Greyhound Base.dwg 6.03 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 B-03- Page 152 of 547 CITY OF WATERLOO GENERAL NOTES TABLE OF QUALITY LEVEL OF UTILITY INVESTIGATION IN ACCORDANCE WITH CUASCE 38-02 CITY FORESTER (319)291-4370 UTILITY OWNER QUALITY LEVEL 1. INSPECTION WILL BE PROVIDED BY AMENT DESIGN IN COOPERATION WITH THE WATERLOO PUBLIC WORKS DEPARTMENT FIRE (319)291-4460,EMERGENCY 911 CONSTRUCTION ENGINEERING DIVISION. PROVIDE A MINIMUM OF 72 HOURS NOTICE PRIOR TO STARTING CONSTRUCTION. TELEPHONE DUCTS(UNDERGROUND) CENTURYLINK C 2. DIMENSIONS,STREET LOCATIONS,UTILITIES AND GRADING ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN. POLICE (319)291-4340,EMERGENCY 911 ELECTRIC POLES MIDAMERICAN ENERGY A DEVIATIONS MAY BE NECESSARY IN THE FIELD.ANY SUCH CHANGES OR CONFLICTS BETWEEN THE PLAN AND FIELD DISPATCH(319)291-2515 CONDITIONS SHALL BE REPORTED TO THE CITY INSPECTOR. PUBLIC WORKS (319)291-4267 UNDERGROUND POWER MIDAMERICAN ENERGY C 3. CONFINE ALL CONSTRUCTION ACTIVITY TO THE CONSTRUCTION LIMITS UNLESS OTHERWISE AUTHORIZED BY THE CITY.ALL SANITARY&STORM SEWER (319)291-4553 FIBER OPTIC CENTURYLINK C EASEMENT LIMITS SHALL BE FIELD MARKED AND PROTECTED BY THE CONTRACTOR. EXISTING SANITARY AND STORM SEWER CITY OF WATERLOO B 4. DO NOT STORE EQUIPMENT AND/OR MATERIALS WITHIN PUBLIC RIGHT-OF-WAY ON STREETS AND/OR ALLEYS OPEN TO TRAFFIC (319)291-4440 TRAFFIC.CONTRACTOR SHALL PROVIDE AREAS AS NEEDED FOR STORAGE OF EQUIPMENT AND/OR MATERIALS. WATER (319)232-6280 EXISTING WATER MAIN CITY OF WATERLOO B 5. IF THE CONTRACTOR OBTAINS ADDITIONAL EASEMENTS FOR STORAGE OF EQUIPMENT AND MATERIALS,COPIES OF GAS MAIN MIDAMERICAN ENERGY C AGREEMENTS WITH THE PROPERTY OWNERS SHALL BE PROVIDED TO THE CITY. IOWA ONE CALL 811 EXISTING TRAFFIC SIGNAL FIXTURES CITY OF WATERLOO B 6. WHERE CONTRACTOR EQUIPMENT IS OPERATED ON ANY PORTION OF THE PAVEMENT OR STRUCTURES USED BY TRAFFIC ON UTILITIES OR ADJACENT TO THE SECTION UNDER CONSTRUCTION,THE CONTRACTOR SHALL CLEAN THE PAVEMENT OF ALL DIRT AND EXISTING TRAFFIC SIGNAL CONDUITS CITY OF WATERLOO NONE AT&T (319)250-4085 DEBRIS AT THE END OF EACH DAY'S OPERATIONS,AND AT OTHER TIMES AS DIRECTED BY THE ENGINEER. CABLE TV CENTURYLINK,MEDIACOM C 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SAFETY INCLUDING FENCING AND SIGNAGE ON SITE AND SHALL COMPLY CENTURY LINK (319)226-3294 WITH ALL STATE, LOCAL AND FEDERAL REGULATIONS. 8. THE CONTRACTOR SHALL COMPLY WITH ALL STATE REGULATIONS REGARDING AIR,WATER AND NOISE POLLUTION. JOINT COMMUNICATIONS (319)286-5491 9. WHERE SECTION OR SUBSECTION MONUMENTS, BENCHMARKS,RIGHT-OF-WAY PINS,OR IRON PIPE MONUMENTS ARE NETWORK ENCOUNTERED,THE CITY SHALL BE NOTIFIED BEFORE SUCH MONUMENTS ARE REMOVED OR DISTURBED.THE CONTRACTOR CITY OF WATERLOO LEISURE (319)291-4370 SERVICES SHALL PROTECT AND CAREFULLY PRESERVE ALL MONUMENTS UNTIL THE CITY AND AUTHORIZED SURVEYOR,OR AGENT,HAS MEDIACOM (855)633-4226,EXT.354 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. MIDAMERICAN ENERGY (888)427-5632 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 PROJECT'S INSPECTOR WITH DAILY RECORD KEEPING INCLUDING DOCUMENTING ALL NECESSARY FIELD LOCATIONS AND MEASUREMENTS.THE CONTRACTOR IS REQUIRED TO ATTEND FINAL AND INTERMEDIATE THESE DESIGN DRAWINGS INCORPORATE UNDERGROUND UTILITY INFORMATION BASED UPON SUBSURFACE UTILITY INSPECTIONS OF THE PROJECT AND IS RESPONSIBLE FOR OPENING ALL MANHOLES FOR INSPECTION. ENGINEERING PRACTICES AND STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE 16. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH CITY STAFF TO AVOID CONFLICTS WITH CITY UTILITY DATA(CI/ASCE 38-02). EVENTS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR COORDINATING SCHEDULES AROUND EVENTS. 17. COORDINATE WITH THE OVERLAY OF GREYHOUND DRIVE. 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. DRAWN BY: MGD APPROVED BY: LDB _ West Ridgeway Avenue at Greyhound Drive General and Utility Notes SHEET NO. May 13,9:40am B 04 DATE: y Traffic Safety Improvements Ridgeway-Greyhound Base.dwg 6.04 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 153 of 547 ESTIMATED PROJECT QUANTITIES ITEM ND ITEM CODE DESCRIPTION UNITS QUANTITY 1 2101-0850001 CLEARING AND GRUBBING ACRE 0.14 2 2102-2710070 EXCAVATION, CLASS 10, ROADWAY ANDBORROW CY 590 3 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 215 4 2115-0100000 MODIFIED SUBBASE,6 IN. CY 195 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE 5 2301-1032090 PAVEMENT, CLASS C, CLASS 2 SY 1,004 DURABILITY,9 IN. 6 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LS 1 7 2302-7430100 GRANULA R SHOULDERS,TYPE A, 6 IN. TON 220 8 2303-0000100 HOT MIX ASPHALT MIXTURE COMMERCIAL MIX(INCLUDES TON 18 ASPHALT BINDER),AS PER PLAN 9 2401-6745910 REMOVAL OF SIGN EA 2 10 2401-7207010 REMOVAL OF CONCRETE SY 513 11 2416-0100015 APRONS, CONCRETE 15 IN. DIA. EA 2 12 2416-0101036 REMOV E A ND REINSTALL CONCRETE PIPE APRONS LESS THAN OR EA 1 EQUAL TO 36 IN. 13 2416-1160015 CULVERT, CONCRETE ENTRANCE PIPE 15 IN. DIA. LF 174 14 2416-1160024 CULVERT, CONCRETE ENTRANCE PIPE 24 IN. DIA. LF 6 15 2435-0140148 MANHOLE,STORM SEWER,SW-401, 48 IN. EA 2 16 2502-8212106 SUBDRA IN, PLASTIC PIPE,6 IN. LF 624 17 2502-8221303 SUBDRAIN OUTLET, DR-303 EA 2 18 2524-6765010 REMOVEAND REINSTALL SIGN AS PER PLAN EA 4 19 2525-0000100 TRAFFIC SIGNALIZATION LS 1 20 2527-9263118 PAINTED PAVEMENT MARKINGS STA 15.1 21 2527-9263180 PAVEMENT MARKINGS REMOVED STA 2.2 22 2528-8445110 TRAFFICCONTROL LS 1 23 2533-4980005 MOBILIZATION LS 1 24 2601-2634105 MULCHING, BONDED FIBER MATRIX ACRE 0.3 25 2601-2636044 SEEDING AND FERTILIZING(URBAN) ACRE 0.3 26 2602-0000020 SILT FENCE LF 228 27 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 185 28 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 413 29 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 413 30 2602-0000309 PERIMETER A ND SLOPE SEDIMENT CONTROL DEV ICE 9 IN. DIA. LF 22 31 2602-0000350 REMOVAL OF PERIMETER A ND SLOPE SEDIMENT CONTROL DEVICE LF 22 32 2602-0010010 MOBILIZATIONS, EROSION CONTROL EA 4 33 2602-0010020 MOBILIZATION, EMERGENCY EROSION CONTROL EA 1 DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Estimated Quantities C 01 DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I C.01 ' NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 154 of 547 ESTIMATED REFERENCE INFORMATION ITEM ITEM CODE ITEM DESCRIPTION NO. Multiple Items All PCC and HN/16, paving and structural concrete Certified Plant Inspection by Contractor per Section 2512 shall be required. items. 1 2101-0850001 CLEARING AND GRUBBING See tabulation on sheet C.03. 2 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 585 CY of excavated material. 3 2105-8425015 TOPSOIL,STRIP, SALVAGEAND SPREAD See tabulation on sheet C.03. 4 2115-0100000 MODIFIED SUBBASE 6 IN. See tabulation on sheet C.04. STANDARD OR SLIP FORM PORTLAND CEMENT See tabulation on sheet C.04. See"D'Sheets. Maturity method shall be used for determining time for opening pavement for use. 5 2301-1032090 CONCRETE PAVEMENT, CLASS C, CLASS 2 Contractor shall perform maturity testing.Certified Rant Inspection by Contractor per Section 2512 shall be required. DURABILITY, 9IN. 7 2302-7430100 GRANULAR SHOULDERS,TY PEA,6 IN. See tabulation on sheet C.04. 8 2303-0000100 HOT MIX ASPHALT MIXTURE COMMERCIAL MIX See tabulation on sheet C.04. (INCLUDES ASPHALT BINDER),AS PER PLAN Item includes removal and salvaging of signs and sign assemblies,including post or posts on w hich signs are mounted, unless indicated otherw ise. Multiple signs mounted on one or more posts w ill be counted as one unit. Engineer w ill determine by count the quantity of signs 9 2401-6745910 REMOVAL OF SIGN to be removed. For quantity by count and signs removed,Contractor shall be paid the contract unit price. See tabulation on sheet C.05.All removed signs and posts shall be stockpiled on site for pick up by Qty personnel. Contractor shall notify Engineer at least 24 hours in advance of removing any sign installation. 10 2401-7207010 REMOVAL OF CONCRETE See tabulation on sheet C.05 11 2416-0100015 APRONS,CONCRETE, 15 IN. DA. See tabulation on sheet C.05 12 2416-0101036 REMOVE AND REINSTALL CONCRETE PIPE APRONS See tabulation on sheet C.05 LESS THAN OR EQUAL TO 36 IN. 13 2416-1160015 CULVERT,CONCRETE ENTRANCE RPE 15 IN. DA. See tabulation on sheet C.06 14 2416-1160024 CULVERT,CONCRETE ENTRANCE RPE 24 IN. DA. See tabulation on sheet C.06 15 2435-0140148 MANHOLE STORM SEWER,SW-401,48 IN. See tabulation on sheet C.06 16 2502-8212106 SUBDRA IN, PLASTIC PIPE, 6 IN. See tabulation on sheet C.06 17 2502-8221303 SUBDRAIN OUTLET, DR-303 See tabulation on sheet C.06 18 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN See tabulation on sheet C.07. 19 2525-0000100 TRAFFIC SIGNALIZATION See tabulation on Sheet N.02. See"N'sheets.Connection to existing handholds shall be incidental. 20 2527-9263118 PAINTED PAVEMENT MARKINGS See tabulation on sheet C.07. See"P'sheets. 21 2527-9263180 PAVEMENT MARKINGS REMOVED See"E"sheets. 22 2528-8445110 TRAFFIC CONTROL See"J"sheets for Traffic Control requirements.All temporary signage is incidental to bid item. 24 2601-2634105 MULCHING, BONDED FIBER MATRIX Hydraulic mulching will be required. Payment for this item shall be based on plan quantity. No measurements w ill be made. 25 2601-2636044 SEEDING AND FERTILIZING(URBAN) Hydraulic seeding w ill be required. Payment for this item shall be based on plan quantity. No measurements w ill be made. 26 2602-0000020 SILT FENCE Silt fence may be required by construction, soil, or w eather conditions, along trenches,around spoil piles,and around soil and top soil stockpiles.See"R"sheets. 27 2602-0000030 SILT FENCE FOR DITCH CHECKS Silt fence may be required by construction, soil, or w eather conditions, along trenches,around spoil piles,and around soil and top soil stockpiles.See"R"sheets. 28 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH See"R"sheets CHECKS 29 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR See"R"sheets DITCH CHECK 30 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEV ICE Install Sediment Control Devices at the toe of the foreslope.See"R"sheets. 9 IN. DA. 31 2602-0000350 REMOVAL OF PERIMETERAND SLOPESEDIMENT See"R"sheets CONTROL DEV ICE 32 2602-0010010 MOBILIZATIONS, EROSION CONTROL See"R"sheets. 33 2602-0010020 MOBILIZATION, EMERGENCY EROSION CONTROL See"R"sheets. DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Estimate Reference Information C.02 DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I C.02 NO. REVISION DESCRIPTION I APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 155 of 547 CLEARING AND GRUBBING 2101-0850001 LOCATION FROM TO AREA STATION OFFSET STATION OFFSET (ACRE) REMARKS 14+28.8 67.1'LT 17+75.1 40.6'LT 0.14 0.14 ACRE EXCAVATION, CLASS 10, ROADWAYAND BORROW 2102-2710070 LOCATION FROM TO VOLUME STATION OFFSET STATION OFFSET (Cy) REMARKS BOP EOP 590 8 CY OF CUT AND 590 CY OF FILL. TOTA L 590 CY (POUNDED) TOPSOIL, STRIP, SALVAGE AND SPREAD 2105-8425015 LOCATION FROM TO VOLUME STATION OFFSET STATION OFFSET (CY) REMARKS BOP EOP 215 ASSUMED 6 INCHES OF TOPSOIL TOTAL 215 CY (ROUNDED) DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Quantity Tabulations DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg C.03 NO. REVISION DESCRIPTION JAPPROVED1 DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 03 Page 156 of 547 SUBBASE, 6" MODIFIED 2115-0100000 LOCATION TO FROM AREA VOLUME STATION OFFSET STATION OFFSET (SY) (CY) REMARKS 10+74.2 31.5'RT 16+78.1 95.9'RT 1145.1 190.8 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 2 DURABILITY, 9 IN. 2301-1032090 LOCATION TO FROM AREA STATION OFFSET STATION OFFSET (SY) REMARKS 10+74.2 31.5'RT 16+78.1 95.9'RT 1003.4 GRANULAR SHOULDERS, TYPE A, 6 IN. 2302-7430100 LOCATION TO FROM AREA DEPTH DENSITY WEIGHT STATION OFFSET STATION OFFSET (SF) (IN) (PCF) (TONS) REMARKS 10+53.3 33.4' RT 15+29.8 95.4' RT 4849.3 6.0 145.0 175.8 15+77.8 95.9' RT 16+78.1 35.0' RT 1043.2 6.0 145.0 37.8 HOT MIX ASPHALT MIXTURE, COMMERCIAL MIX(INCLUDES ASPHALT BINDER), AS PER PLAN 2303-0000100 LOCATION AVG. FROM TO AREA DEPTH DENSITY WEIGHT STATION OFFSET STATION OFFSET (SF) (IN) (PCF) (TONS) REMARKS 15+29.8 95.4'RT 15+77.3 135.9' RT 1916.8 1.50 145.0 17.4 FOR HMA WEDGE ON GREYHOUND DR DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Quantity Tabulations C.04 DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I C.04 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 157 of 547 REMOVAL OF SIGN 2401-6745910 LOCATION MUTCD NO. STATION SIDE CODE/ID SIGN MESSAGE TYPE OF POST NOTE 1 15+14 RT D3-1 "GREYHOUND DR"[White on Green] U-CHANNEL D3-1 "W RIDGEWAYAVE"[White on Green] U-CHANNEL 2 15+89 RT R1-1 .,STOP. U-CHANNEL NOTE 1. SIGNS INA SIGN ASSEMBLY -I.E ,MORE THAN ONE(1)SIGN ON A POST OR POLE-SHALL BE COUNTED AS ONE(1)SIGN FOR PURPOSES OF MEASUREMENT AND PAY MENT. REMOVAL OF CONCRETE 2401-7207010 LOCATION FROM TO AREA AREA STATION OFFSET STATION OFFSET (SF) (SY) REMARKS 14+79.4 32.4'RT 16+78.5 96.0' RT 4611.3 512.4 APRONS, CONCRETE, 15 IN. DIA. 2416-0100015 LOCATION NO. STATION OFFSET REMARKS 1 14+50.5 57.3'LT 2 16+24.6 55.6'LT DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - - Quantity Tabulations DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I C.05 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 C-05 Page 158 of 547 CULVERT, CONCRETE ENTRANCE PIPE, 15 IN. DIA SUBDRAIN, PLASTIC PIPE, 6 IN. 2416-1160015 2502-8212106 LOCATION LOCATION FROM TO LENGTH FROM TO LENGTH STATION OFFSET STATION OFFSET (LF) REMARKS STATION OFFSET STATION OFFSET (LF) REMARKS 14+44.7 58.9' LT 16+30.4 57.4'RT 186 10+73.9 33.4'RT 15+29.8 95.4'RT 487 15+77.8 95.9'RT 16+78.1 35.0'RT 137 CULVERT, CONCRETE ENTRANCE PIPE, 24 IN. DIA 2416-1160024 SUBDRAIN OUTLET, DR-303 LOCATION 2502-8221303 FROM TO LENGTH LOCATION STATION OFFSET STATION OFFSET (LF) REMARKS NO. STATION OFFSET REMARKS 1 15+29.25 95.3' RT 15+02.9 70.4' RT 15+08.9 70.7'RT 6 2 15+78.25 95.9' RT MANHOLE, STORM SEWER, SW-401, 48 IN. 2435-0140148 LOCATION No. STATION OFFSET REMARKS 1 14+75.5 50.0'LT 2 16+06.5 50.0'LT DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Quantity Tabulations DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I C.06 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 06 Page 159 of 547 REMOVE AND REINSTALL SIGN AS PER PLAN 2524-6765010 LOCATION MUTCD N0. STATION SIDE CODE/ID SIGN MESSAGE SIZE REMARKS 1 R3 9B "CENTER LA NE'[2-WAY LEFT TURN A RROWSI 24"X 36" 12+26 RT "ONLY" 2 R3-9B "CENTER LANE'[2-WAY LEFT TURN ARROWS] 24"X 36" 14+80 LT "ONLY" 3 15+69 LT W1-7 LARGE DOUBLE ARROW 48"X24" 4 14+87 RT UKNOWN UKNOM DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Quantity Tabulations C 01 DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg C.07 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 160 of 547 PAINTED PAVEMENT MARKINGS 2527-9263118 BCY4-BROKEN CENTERLINE(YELLOW 4" BLW4-BROKEN LANE LINE(WFiFFE)4" DCY4-DOUBLE CENTERLINE(YELLOW)4" BLDW8-BROKEN LANE DROP LINE(WFiFFE)8" CHY 8-CHANNELIZING LINE(Y ELLOW)8" SELY4-SOLID EDGE LINE(Y ELLOW)4" SLW4-SOLID LANE LINE(WHITE)4" DLW4-DOTTED LANE LINE(WHITE)4" SLD/V8-SOLID LANE DROP LINE(WHITE)8" SLW2-SOLID STOP LINE(WHITE)24" NPY4-NO PASSING CENTERLINE(Y ELLOW)4" SELW4-SOLID EDGE LINE(WHITE)4" SLW6-SOLID LANE LINE(WHITE)6" CLW8-CHANNELIZING LINE(WHITE)8" CBW6-CROSSWALK BAR(WHITE)30" LOCATION FROM TO BCY4 SELY4 NPY4 BLW4 SLW4 SELW4 DCY4 DLW4 SLW6 BLDW8 SLDW8 CLW8 CHY8 SLVV2 CBW6 STATION OFFSET STATION OFFSET (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (SF) REMARKS 11+03 32' RT 12+61 32'RT 1 158 ON PCC PAV EMENT 12+61 32' RT 14+86 32'RT 226 ON PCC PAVEMENT 14+00 7'LT 14+90 6'RT 90 ON PCC PAV EMENT 14+00 TRT 14+90 6'RT 90 ON PCC PAVEMENT 14+00 6'RT 14+90 6'RT 90 ON PCC PAVEMENT 14+86 8'RT 14+86 45'RT 37 ON PCC PAVEMENT 15+54 58' RT 15+83 58'RT 29 ON PCC PAVEMENT 15+83 58' RT 15+86 60'RT 4 ON PCC PAVEMENT 15+87 32' LT 15+87 8'LT 24 ON PCC PAVEMENT 15+87 32' LT 15+99 32'LT 12 ON PCC PAVEMENT 15+87 8'LT 15+99 8'LT 12 ON PCC PAVEMENT 15+99 8'LT 15+99 5'RT 13 ON PCC PAVEMENT LENGTH SUBTOTAL 0 0 0 0 250 0 180 158 0 0 0 0 90 107 0 LF FOR ALL, EXCEPT SF FOR CBW6 QUANTITY FACTOR 0.25 1.00 1.25 0.25 1.00 1.00 2.00 0.50 1.50 0.67 2.00 1.50 2.00 6.00 3.00 TOTAL 0 0 0 0 250 0 360 79 0 0 0 0 180 642 0 LF FOR ALL, EXCEPT SF FOR CBW6 PAVEMENT MARKINGS REMOVED 2527-9263180 BCY4-BROKEN CENTERLINE(YELLOW)4" BLW4-BROKEN LANE LINE(WHITE)4" DCY4-DOUBLE CENTERLINE(YELLOW)4" BLDW8-BROKEN LANE DROP LINE(WHITE)8" CHY 8-CHANNELIZING LINE(Y ELLOW)8" SELY4-SOLID EDGE LINE(Y ELLOW)4" SLW4-SOLID LANE LINE(WHITE)4" DLW4-DOTTED LANE LINE(WHITE)6" SLDN8-SOLID LANE DROP LINE(WHITE)8" SLW2-SOLID STOP LINE(WHITE)24" NPY4-NO PASSING ZONE LINE(Y ELLOW)4" SELW4-SOLID EDGE LINE(WHITE)4" SLW6-SOLID LANE LINE(WHITE)6" CLW6-CROSSWALK LINE(WHITE)6" CBW6-CROSSWALK BAR(WHITE)30" LOCATION FROM TO BCY4 SELY4 NPY4 BLW4 SLW4 SELW4 DCY4 DLW4 SLVV6 BLDVV8 SLDVV8 CLVV6 CLW8 SLVV2 CBM STATION OFFSET STATION OFFSET (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (SF) REMARKS 14+00 7'LT 14+86 6'LT 86 14+00 TRT 14+86 8'RT 86 LENGTH SUBTOTAL 0 0 172 0 0 0 0 0 0 0 0 0 0 0 0 LF FOR ALL, INCLUIDNG CBW6 QUANTITY FACTOR 0.25 1.00 1.25 0.25 1.00 1.00 2.00 0.50 1.50 0.67 2.00 1.50 2.00 6.00 3.00 TOTAL 0 0 215 0 0 0 0 0 0 0 0 0 0 0 0 LF FOR ALL, INCLUIDNG CBW6 DRAWN BY: MGD APPROVED BY: LDB I I West Ridgeway Avenue at Greyhound Drive SHEET NO. DATEY , Traffic Safety Improvements May 139:40am - - Quantity Tabulations : Ridgeway-Greyhound Base.dwg I C.08 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 C-08 Page 161 of 547 SILT FENCE 2602-0000020/0000030/0000071/0000101 LOCATION INSTALL SILT MAINTENAN FROM TO INSTALL FENCEFOR CEOFSILT REMOVALOF SILT FENCE DITCH CHECKS FENCE SILT FENCE STATION OFFSET STATION OFFSET (LF) (LF) (LF) (LF) REMARKS 10+57.0 44.8' RT 10+60.6 67.6'RT 27 27 27 11+36.9 43.6' RT 11+37.1 65.4'RT 24 24 24 12+04.3 47.9' RT 12+03.4 64.6'RT 19 19 19 13+04.7 53.2' RT 13+03.9 70.0'RT 19 19 19 14+01.9 55.7' RT 14+01.1 72.4'RT 19 19 19 14+26.8 35.2' LT 14+27.5 65.7'LT 32 32 32 14+28.3 64.7' LT 16+33.4 63.4'LT 203 203 203 14+59.2 55.8' RT 14+57.8 72.5'RT 19 19 19 14+62.3 84.0' RT 14+86.2 87.4'RT 25 25 25 14+89.8 90.7' RT 15+15.1 87.0'RT 26 26 26 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN 2602-0000309/0000350 LOCATION FROM TO INSTALL REMOVAL STATION OFFSET STATION OFFSET (LF) (LF) REMARKS 16+03.8 81.7' RT 16+13.8 64.8'RT 22 22 TOTAL 22 22 LF DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATEY , Traffic Safety Improvements May 139:40am - - Quantity Tabulations : Ridgeway-Greyhound Base.dwg I C.09 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 C-09 Page 162 of 547 LO N N W Z_ J Row Row ROW Row RDw ROW- Row Row Row Row Row Row Row Row U R 0 10 20 (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (CRJL SHLDR) (GENE SHLDR (GRJL SHLDR) (GRVL SHLDR) (GRVL SHLDR) - (GRVL SHLDR) � (GRVL SHLDR) - (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) 0 G V G V G _- - - - G G .. G - WEST RIDGEWAY AVENUE 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12 75 BEGIN PAVEMENT WIDENING STA 10+73.9, 33.43' RT BEGIN TAPER STA 11+03.1, 33.43' RT II 12.40 M M M W W W w (FO) ) G G C C C C F BEGIN SHOULDER RECONSTRUCTION • ° STA 10+53.3, 40.71' RT 10.00 RffWft R 15 15 15 15 15 15�- 5 � I m V END TAPER ST ST ST ST STA 12+62.7, 44.00' RT ,s3 ROW ROW ROW- �RDw Row ROW-------- ROW LEGEND ROW�ROW R DHE As \ s°w s —°H—S —°H—S PROPOSED TURNING LANE DHEEAE DHE€A$ oHEOHEO °HEa °HEaDHEaRG—w-DH ROW- W W TYPE A GRANULAR SHOULDER Ll 0 N LU ® REMOVE AND REPLACE Z �nFO, 0 H,F-1EXISTINGCONCRETE --- — U (01 FG) roan FO) FG) FO) FD) C) TEMPORARY HMA WEDGE PHE DHE PHE - -- - DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:40am — Traffic Safety Improvements Plan We Ridgeway-Greyhound Base.dwg I D.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 D'01 Page 163 of 547 LO N + 04 + N LO W W ZZ MDH = ROW R°w M°a M°a MGa M°a �Daaa Moa Moa MGa TEL - TEL U Q ❑ Q � TEL —TEL — iEt _ iEt — TEL TEL 0 10 20 TEL TEL iEL TEL TEL TEL TEL TEL �T i TEL TEL ST sT. S 6i SIT ST IT 6 DR, SH DR) - 0 — — (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GINE SHLDR) (GRV4a5HLDR) . L�ry LD. (GRv_" G G G G G G G _ _ — \ WEST RIDGEWAY AVENUE 12+50 12 75 13+00 13+25 13+50 13+75 14+014+ 14+75 15+00 15 25 15+50 12.50 10.00 \...,,,.,. W 0-1 R50.00 0 LEGEND \ �'— ------�-- ❑ °IE�E EEas °HEE� —°IE — —011EAS —°IEEas — GHEEas —°IE s —°HEE� —°HEEA= —°HEE —°HEE —°IE — °HEE� PROPOSED TURNING LANE °HES _ °H REINSTALL 24" RCP APRON w ❑ TYPE A GRANULAR SHOULDER REMOVE EXISTING 24" RCP R°w POWER POLE TO BE PLACED BY OTHERS APRON AND INSTALL 6 LF ❑ REMOVE AND REPLACE R°w 8 OF 24" RCP CULVERT PIPE EXISTING CONCRETE —� R°" G (att Pn) (itt Po) (att Po) - (att PD) (air FG) (an Fo) L — IcITI F.I +,. Fo�.--_ aow R Row TEMPORARY HMA WEDGE F PHE PHE PHE HE PHE\-- PHE PHE PHE PIE PIE PHE DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 am — Traffic Safety Improvements Plan View Ridgeway-Greyhound Base.dwg I D.02 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 0.02 Page 164 of 547 LO N + LO Moa w M a oy oy Moa Ga Moa Dn Dn MDa Dn �Da �Da z v ❑ ® ILL ,EL —TEL — TEL — TEL — TEL — EL — TEL — TEL Q --- .FL — TEL — TEL — ,EL ,FL rEL — ,EL — .EL .FL ,FL 0 10 20 F IT IT s, IT IT ST IT G. IT ET IT ET ==@POO (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL 5 (G—SHLDR) WEST RIDGEWAY AVENUE 14+75 15+00 15- 25 15+50L154+75 1 00W to 16+25 16+50 16+75 17+00 17+25 17+50 1 I STA 16+78.09, 34.97' RT END PAVEMENT RECONSTRUCTION nvL SH GRVL SHLDR (cRVL SHLDR) (cRVL SHLDR) (cmL SHLDR) (cRVL sHLDre) cRVL SHL 0. (GRVL SHLDR) (FD) (FO) D, CONSTRUCT SHOULDER (FO) (GO) (Fa) (Fo) F(FOJ (Fo) �� :=0) (FD) (FO) (FD) (FO) (FO) Qi V L G fi I DIY �' £ 0 OHE E.�.S OHE — OHEE S OHF G —GHEEA�!HE� OHEEAG — off —DHE G — G oHECns —GHFEAs — OHEE G —OHEE G —DHEEAG oHEEAs — D —�EEAs_ _ __ CLEAN OUT DEBRIS IN EXISTING LEGEND O CULVERTS, INCIDENTAL ❑ PROPOSED TURNING LANE TYPE A GRANULAR SHOULDER _ iGltt FD) FO1 (Cltt FD) (Cltt FO) (Gltt FO) (CM FJ) (CRY FD) (m ) - -r FO (Cltt FO) (Cltt FO) I O $ (CI FO) (Q Fo> (CRY Fo) (CRY FO) — _ — N ❑ REMOVE AND REPLACE EXISTING CONCRETE Row now f I Row I ow now PHE FHL — PnE PHE PHE PHE PHE qHE — FHE PHEW — RHE -P ❑ TEMPORARY HMA WEDGE PHE PHE — —nOw £ now Roe DRAWN BY: MGD APPROVED BY: LDB West RidgewayAvenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 amPlan View Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I D.03 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 D.03 Page 165 of 547 N — — — — — N t - - - - - - - - - - - - - - - z WEST RIDGEWAY AVENUE J 2 U Q 0 10 20 14+ 14+75 15+00 15125 15+50 w 15+75 1 00 16+25 16+50 16+75 17+00 G w w w w I w w w w w w w w R - -N w - - - w 001�"IHLCR (caul s op HE — �E .�E. — oHrEas o�rEas oHE a _aH _ EEas —OHE —OHE —OHE —OHE —OHE —OHE —OHE —OHE —oHEEas —OHE oRE —OHE —OHE _oHEE s —OHEEAs _ORE O o —� G /^J • F I h U L$ V I N cn co) (cin Po) (cin Po) (an PO) (cin Io) Y - (cm Po) (cm Po) s{cm Ro) (cin Po) (an Po) Row (cm Po) (an P - (cm Po) P6)DW ( (cin Io) (cm Po) —� (cm Po) (cin Po) (am Po) —ROW—Row I —Row PH- PHE PHE PHE PHI PHE PHE PHE PIPE PHE PHE U PHE PHE PHE PHE - PHE PHE PHE PHE FHE PHE PHE PHE PHE PHE�1fE� PHE PHE A W RO - � 9 LEGEND 40' ±�. I ❑ PROPOSED TURNING LANE 3 ' p TYPE A GRANULAR SHOULDER REMOVE AND REPLACE TEMPORARY HMA 1:1 EXISTING CONCRETE COMMERCIAL MIX WEDGE, 0"TO 3" THICK p ❑ TEMPORARY HMA WEDGE HE E� HE EAR HE E� .as oHEEAs oHrEAs —oHEEas — oHE�as —aHPEAs —oHEEAs oHEEAR �—oHEEAs —oJDATEiiii HE o —oIPEE� —oHEE� —oRE�R i o o —oHEE- — HE EAE —oHEEAs DRAWN BY: MGD APPROVED BY: LDB _ West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 am Traffic Safety Improvements Plan View Ridgeway-Greyhound Base.dwg D.04 NO. REVISION DESCRIPTION APPROVED ` Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 D'O� Page 166 of 547 N STA 14+29, 67.11' LT PROTECT EXISTING SPLICE BOX STA 15+74, 67.58' LT v v v v ve eveveveveveveve a e a moa moa moa -- --- moa v o v v v v v v v v v v v v v v v-.o--v v v o v o v o v v v v v v v o v o v o v o v o v -v. v _ _ _ _ _ _ __ V v a v o v o 0 0 0 o 0 0 0 0 0 0 -oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — A e e e e e e e e e e e e e e e e e e e e�e a e e e e e ,e-e e e a s e s e s e s e s e e e e e e e e e e e e e e — reL TEL --- TIL - - - rEE - TEL TEL TEL T 0 15 30 - v v v v v o o v v v v v v v v v v v v v v v v v v v v v v v v v v v v -a-QE Q . v r TEL — TEL —reL ---CLEARING AND GRUBBING ° " ° e ° e A7A ra °-°-°ITLA".% M`° ° ° b ° ° ° ° ° ° J _ a e e e e e e e e e e e e e e - o v v v v v o v�-v v v v v v o vTELv-�o-i, v o v r o v o v o v o v o v o 0 0 0 o v o v o v o v v v a v-o-v, o - -- -- -.-_ TEL a e e e e e e e e e e e e RL e� ) e e e e e e e e e e e e e e e e e e e e s e e e e n_e.-e e e e e e e e e e e e e -- reL TEL ° �v�v-A 6vn eve-veoeveveve v°vev �"G1� SF °v°oev°oeveoeveoeveoev°oevevnvnv°snv-eve nvnvcvnvev°v°v°vevevnve°avo-ev°vavcvava9 avavn'a'e v° c n v v v v v v v v Q v-v--v O v v v v v v v v v v v v v v v v v v v 9-Q Q v v Q v v-�-V v-¢ T v—v T lV O v v v v v v v v v v v v v O e e e -e -e a-e a e e e e eveve e e e e e e e e e e e e e n °..a--e e n e e e r e--e a e e s e e e s e s e e e e e e e e e e e e (G e e e e-a-e- awe s e e e e e e e e e e e e --- °vev°vev°vev°vev°vev°vev° ev°vevavev°vev°vevw0v-�TeT�Vev v v v v v v v v v v v v v v v v v v v v v v HLDre (cRVL SHLOR) FFA SHLDR) (cr<vL sHLOR) s GZE - OTHERS G G - - -- — — e - -- ( ) — -- -- REMOVE POWER POLE _ — — REMOVE SIGN BY STA 14+30, 41.79' LT BY OTHERS STA 17+75, 40.63' LT WEST RIDGEW AVENUE: / REMOVE AND REINSTALL SIGN REMOVE AND REINSTALL SIGN - - - - - - - - -7- - e / ` T TEL re� a s a s a s a s a s a s a s a s a s a s a e n e.. a s a s a s a s a s e s e s e EP e s A,- TE �J. E/ _ ,E o v o 0 o v o v v v v v v o d� 0 0 0 0 o v, v ,a. v-v--vLv-moo- `o v o r v o v o v o 0 o v v v v v v v v v v v v v v v v v v v- a N ' / - - - - _ TEL L TEL TEL TEL e e e e e e e e e e e Le e_a {eL a A-�-�=AEPaVva h a Q n A A e A e a e a e a e e e e e a e a a e a a a a a a a a a a a a a a a a a a A QEL v-o-v rriE- ¢-v-vrE v-v v v v v w v v v v v v v v v v v v v v v v o v o v o q o_ v Q �-v o 0 0 0 0 0 0 0 0 0 0 0 o v v v v v v v e e s e s e s e s s e e e e e e e e-a_e e- a---e e e e e e e e e e e e- e e e s e e e e e e e e e e e e e e e e e e e e-a °vevevevevwevevnve¢evnvnv�evevave avevev°anveoeveoevevevevevavev°v evnvevegnvevevev_e vavev nv°�°vavavavav°v°v°v°v°v°vavavaoavaoavaoavao V v v v v v v v v v v v v v v v v v o v o v o v o v o v o v o o v v o v v v o v o v v v v v v v v v v (GRVL sHLOR� (cRVL sHLOR) e e e s e s e s e s e s e s e s a s e e e e e e e e e e e e sHLOE (-L SHL / (OWL sHLOR) ,L sHeoR) _ L H SHLDR) (GRVL SHLDR) E, — � � — S 2A 703 4 S Q STA 14+00 0 15 30 REMOVE 86 LF OF NPY4 161.50 3+00 13+25 13+50 13+7 14 00 4+25 14+50 14+7 5 00 \ 5+ e� o � _ STA 14+00 WEST R DGEWAY AVEN E _ - REMOVE REMOVE 86 LF OF NPY4 - - - - - E EXISTING PCC PAVEMENT - �� 4615 SF w w w w w w w - - — w w -.moww — w —w —ww www w G.L SHLDR — Fo, °) ` \ STA 14+78.99, 32.38' RT I STA 16+78.09, 32.9T RT (FO) ---- (FO) ) GRJL SHLDR GR(F SHLDR ��—_- + u 4' aI (FO) (FO) (FO) (FO) (FO) (F01 ,.� (0 - — - -— --- —Ts— - - - - - - - - __ (FO) (F _ ) (FO) J F)_�(Fo) (Fo) REMOVE POWER POLE REMOVE AND REINSTALL SIGN — - (BY OTHERS) —_ E45 - LUREMOVE SIGN S - --0—_--+a RE- MO— VE SIGN IGN _ OHE— - - EAE °HE— OEA °Ei O OEA OHE ES OHE Es AG - - ° A —OHEEA - OHE- OHE oHEEas - - -- -- -- - EAs IL -- — - _ — - -- °rLEAs �rILEAs ILEAG °r�LEAG °rILEAG °rIL °rIL °rl °ILERS -- -- °LEAs °ILEAs °rLEAs °rLE Es p EAE rIL �I L �rILE s — Rom — JrILE s �ILEAS �ILEAS R°w REMOVE APRON - - - -- -- G tt FG, Row- ROW 9 Z , - - - -- -- ROW PHE c pHE — � �FO) (CITY F) (Itt FO) (CITY FL) 1� (Cltt FO (Cltt FO) H �R�WItt FO) (GIrT FO) (Gltt FO) �\ (0 \� (C FO) ) / (att FO) (oltt�o( (Gnv F) - t (oltt Fo) (clry rro) ell o) ura Ens pHE ° Ow -15+29.77,_. T,L E s °IL EAs °rIL EAG -L EAS °I R °IL EAR LTIL - °IL �E °ILEAE EAE °,LEAF °ILEAs - 36' R STA 15 77 93' °ILE s LE11W EAs EAs °rILEAG .IL_EAS__= °ILEAs As STA 93. — PHE PHE PHE �GHE FHE + H -- oHE RHF76, 95. T HHF 11E IH- `"` '"` `"` `"` °"` - REMOVE AND REINSTALL SIGN R°w -- -- -- I / r 3 I rc I DRAWN BY: MGD APPROVED BY: LDB I I West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 am I - Traffic Safety Improvements Removal Plan E.01 Ridgeway-Greyhound Base.dwg E.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 167 of 547 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 DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:41 am - - Grading & Erosion Control Sheets F.01 DATE: v W RidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg F.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 168 of 547 N 62� 0+00 10+25 10+50 10+75 +0 11+25 _1+50 11+7� 12+00 M25 12+5�1 +75 1 T+_M 13+25 �3+50 13+ + +5p +7 ,_ 5+00 15+25 15+50 41 1165 861 W RIDGEWAY AVENUE 0 20 40 (FO) �n .. _ - �`TFO�VI-StlLOe— ��R'GE L— (FO) (FO) —_ - `�V)� (OE) (FO (F0) - - (F°) --(f0) CFS-- ---Co) G -- - 9 GRVL SHL°R 861 V V L <FG) FG —(FG) (FD, ° GRVL SHLDR - — — - $ �R _ - 85 R L6"L°R 3 858 - - - -- g 9 ,s - - —°He —GH E RGW- - — », - FA6 I g�0 - - "' - �R g GHeEa6 GHeEa6 —GHE�n6 860 �3- DrILEA6 E 3 _ - --- oHE vs \ / - - oHE EAS _— LTIL EAE_ ura - - oHE S � E _ oHEd4Wu � I - oHeEns ,oHeEAs- - oHEEns _— �--„�EAa - R Row um EA6 '' ura En6urLFws ppssrr�� a Las 9 rn ur L EAs o ura Fns ura Ens T uru Ens unL ens um Ens --- uTI ��Row R V —04 EAE � En6 ao E - -- - GI - HE6 MGa ° —„6 GaY FD tt FG) °� SIL a c� — DrLEA6 — DrI 86 _ — G) tt FG) D L -- — EXE D IL E � — \ D (CITY FO) (G —' FILER tt °) SIL- � DrIL _ -IL LTILEA6 E6 — PHEIL�6 PHE — PHE INSTALLSILT FENCEG �IL�6 �6 �DrIL �f (C(IY�FG) (Ctt FO) - ) ( tt FO) ) \ u11L En6 "/ PHE HEE PHE PHE WJ /^��, IL Ehs _ y\5,�\ - FHE FI �--Tl� LTL EAE UTIL EAE UTIL EAS UTIL EAE PHE — PHE �--PHE - PH "E _- -______ \Y — DTILEAs E6 D,I` DILE E Co- - FHE PHE PHE — PE _ _ „HE — PHE — PHE INSTALL SILT FENCE fINSTALL SILT FENCE _ �- EROSION CONTROL AS DITCH CHECKS AS DITCH CHECKS INSTALL SILT FENCE AND INTAKE PROTECTION BEFORE CONSTRUCTION BEGINS INCLUDING: OHEE15 °„E,n6 — DHE En6 — GHE En6 --PROTECT ALL EXISTING INTAKES NOT BEING REMOVED. — — °IEn6 — °HE,n6 —° a --INSTALL SILT FENCE AT BOTTOM OF SLOPE ALONG —°HEIn —CHEEA6 — CHEEa6 °HEEA6 —°HE 6 —°HE 6 E _ W RIDGEWAY AVE. E. —GHEE 6 —O„E EEA6 0­ 0H­ENSURE ANY TRACKING IS CLEANED UP DAILY. LOCATE CONCRETE WASHOUT IN AREA AND MAINTAIN AS NEEDED. N PROTECT NEWLY CONSTRUCTED INTAKES AS SOON AS STORMWATER CAN FLOW INTO THEM. INSTALL SEEDING/SODDING WITHIN 14 DAYS ONCE CONSTRUCTION IS COMPLETED. INSTALL SILT FENCE AT ROW R��GR�MR�M � MOH�MG TEL TEL TEL — reL rEl TEL IEI --- - --- - --- ---- ---- - - - - - - - - - - - - - - - - - - - - - - TIL TEL TEL TEL — TEL TEL 0 20 40 ---- �` _r L —rEL —rEL — TEL - - TEL INSTALL SILT FENCE - - — r6rsr 6E 6T 6T 6T (GRVL SHLDR) ' (G(G— DR) R VI � � AS DITCH CHECKS S GRL SHIGR> R „HLDR, 0 (—L sHLDR) (GRVL sHLDR) — ——— - - - SH - - - GRVL GHLDRJ G LDR) (GRVL sHLDR) (GRVL SHLDR) (GR/L­11) (1—SHLDR] (GRVL LDR) (GRVL SHL ) ( G — G G - - - - + 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 12+5�1 +75 13-+,M 13+25 �'3+50 13+ +50 �7 ' 5+00 15 25 sHLDR) W (­L sHLDR) (GRVL SHLGR) (GRVL SHLDR) w GRVLSHLDa ----_ (F W W w w GRVL EHL-0. (FO) (FC) (FO) (FO) (FO) (PO) (FO) (FO) (FO) (FO) (PO) (F (FO) - - - - _ (FO) (FO) (FO) — F(� � (FO) — -— — —— (FOJ (FOJ — - INSTALL WATTLE AT MOUTH DR 6HLDR G R "°s b I 1 OF CULVERT APRONS — / — HE En6 HE- HE E GGHE En6 - - ° OH 6 g —o —OHEEA6 —oREEAs —GHEE 6 —GHE 6 DrILEAs LTILE 6 DTILEn6 6 Dr d —GREEA6 —GHEEA6 —GHEEA6 —°"EEn6 —°"€E p LLE DrILEn6 ILEa6 DrILEA6 DrILEA6 —GHE En6 —GHE 6 — GHEE 6 TILEAS D LL E 6 D IL OHE ens °HE Ens ITILEn6 IL Ens UTL EAS UTIL EA6 UTIL EA6 . FC1 tt FO) - w R _ FD) (GI FG) DRAWN BY: BAW APPROVED BY: MGD L' Plan of Improvements SHEET NO. May 13,9:41 am - - Grading & Erosion Control Sheets F 02 DATE: v W RidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg F.02 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 169 of 547 HORIZONTAL ALIGNMENT INFORMATION - W RIDGEWAY AVENUE TYPE LENGTH DIRECTION START START COORDINATES END STATION END COORDINATES STATION NORTHING EASTING NORTHING EASTING LINE 657.81 S88049'34.72" 8+00 3635971 .3142 5215903.5683 14+57.81 3635957.8400 5216561 .2401 LINE 742.19 N88055'24.67" 14+57.81 3635957.8400 5216561 .2401 22+00 3635971 .7800 5217303.3000 DRAWN BY. BAW APPROVED BY: MGD - - Plan of Improvements SHEET NO. DATE: May 13,9:41 am — - WRidgewayA venue and Greyhound Drive HORIZONTAL ALIGNMENT INFORMATION Ridgeway-Greyhound Base.dwg I G.01 G.01 NO. REVISION DESCRIPTION JAPPROVED1 DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 170 of 547 THE FOLLOWING TRAFFIC CONTROL STANDARD DETAILS SHALL APPLY IOWA DOT STANDARD ROAD PLANS TC-402 WORK WITHIN 15 FT OF TRAVELED WAY TC-418 LANE CLOSURE ON DIVIDED HIGHWAY TC-419 LANE CLOSURE ON UNDIVIDED HIGHWAY SUDAS STANDARD DRAWINGS 8030.101 TEMPORARY TRAFFIC CONTROL GENERAL INFORMATION 8030.110 LANE CLOSURE ON MULTI-LANE STREET 8030.111 LANE CLOSURE AT AN INTERSECTION 8030.113 CLOSURE OF TURN LANE 8030.116 STREET OR ROAD CLOSURE NOTES: 1. CONTRACTOR SHALL CLOSE GREYHOUND DRIVE AND THE OUTSIDE EASTBOUND LANE OF WEST RIDGEWAY AVENUE. CONTRACTOR SHALL ESTABLISH A DETOUR ON CYCLONE DRIVE FOR THE GREYHOUND DRIVE CLOSURE. 2. CONTRACTOR SHALL PROVIDE AN ARROW BOARD IN ACCORDANCE WITH IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLAN TC-419, FOR THE CLOSURE OF THE OUTSIDE EASTBOUND LANE OF WEST RIDGEWAY AVENUE. 3. WESTBOUND LEFT-TURN LANE OF WEST RIDGEWAY AVENUE SHALL BE CLOSED IN ACCORDANCE WITH SUDAS STANDARD DETAIL, 8030.113. DRAWN BY. BAW APPROVED BY: MGD I I - - Plan of Improvements SHEET NO. May 13,9:41 am - TRAFFIC CONTROL PLAN , 01 DATE: v WRidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg I J.01 ' NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 171 of 547 N 0 20 40 RDw RDw RDw RDw RDw TEL — TEL — TEL —TEL — TFL — TEL — TEL — TEL �Ga �Ga �� �Da� � J� TE�— TEL — TEL M— TEL aTEL —TEL — TEL —,E� —TEL (GRVL SHLDR) TEL — TEL �— TEL (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) LDRJ G • (GRJL SHLDR] (GRVL SHLDR) (GRVL SH • (GRJL SHLDR) (GRVL SHLDR] (GRVL SHLDR] (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL G G G G G G G G G G G G G G G G G G G G G 113 KID 10+75 + 11+ 5 �1+50 + + + 00 14+25 14+50 14+7 �5 00 15+ BT BT-4 v C BT 4 BT-4 BT-4 BT-4 BT-4 BT-4 BT-4 BT-4 BT-4 r 4 BT r T 4 BT-4 T 4 BT 4 BT-4 rBT 4 BT-4 BT-4 r r S r r O n C) () r N N N N N N CD N C oR LSHLDR GR LSHLOR °�cRifQ Lo �Fo) (�) _ CD r r CD CD CD CD CD CD �2 • D-RyL SHLDR _ - (FO) (FO) (FO) DRVL SHLDR ' ---- l0. — GRVL SHLDR `0) --- (FO) CFO) ( (FO) (F (fy r �- (ro) (Foj (Fo) N N N N •GR�LRHLOR � DRVLSHLDR GRVL SHLDR GRVL SHLDR GRVLRHLOR GRVLRHLOR GR�LSHLOR O• FO)) CD N CD CD CD CID Rows------------ ROH, E \— oHd rAl-- oHE EFs O N N N N N Ens OHIEAs o I 0 Ens E Ens oHEEAE oHEEAE HE OHE `" Row R —oHE Ens —oHE Ens —off OHIEAE —oHE Ens —off UE OHEEAE— -LEAE —oHE Ens nL� oHE Ens unL�,s oHE Ens unL I— um EAR �� nR#s r — LEns r DTIL s a um Ens um Eqs um Ens DnLE R DnLE R DnLEAR — DTLEAR — DnL R WIL n LRo AR nL R DnL R " —R —Ro CD CD CD CID • — (cnv Po> (em Fo) _ Eo) (citt Eo)MEAR uTa Ens (ei (an Fo) (an Fo) (an Fo> (an Fl) (cn Po> (an Po) (an Po) clrr EoYrs (clrr FO) w (clTv P R(an Fo�is-rof F� r (crt�o� aHr Fc) RD RD (cnv Fn) RIW EAR LEns nLEns u Ens LEns \j�\ nL EAR — unL um EAs unLEns — U IEns — um Ens um Ens I unL; E LE S P um Ens uHE HEUTIL PHE PHE PHIL PIE UnL EAR PIE UTE UnL PIE nPHE PHE U PHE nL PHE PHE U HE —p PHE PHE PHE PHE PHE PHE PHE PHE PHE P PHE PHE - �" HE PHE PHE - PHE RQ,N y n Q RDw 0 0 z �D CD3 GHEEnR — —GHEE 01—E —GHEEnR —DHEEaR EEnR GHEE GHEE HE -H—GHEEAR —EAR —EAR OHEEAE OHEEAE OHEEAE -H— °HEPAR —OHEEAE —OHEEAE —GHEE —DHE AR — —GHEE D p 3 rc DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. Ma 13,9:41 am K.01 DATE: Y Traffic Safety Improvements Pavement Jointing Plan Ridgeway-Greyhound Base.dwg K.01 NO. REVISION DESCRIPTION JAPPROVED1 DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 172 of 547 N 0 5 10 WEST RIDGEWAY AVENUE 11+25 11+50 -- 11+75 12+00 - 12+25 STA 10+73.94,33.42'RT T/S=860.61 STA 10+86.31,33.43'RT STA 11+09.18,33.83'RT STA 11+29.39,35.18'RT STA 11+47.50,36.39'RT T/S=860.67 T/S=860.89 T/S=861.07 T/S=861.19 V--7 - - - - STA 11+66.47,37.65'RT - - - - - - - - I - - - - - - MAT�EXISTING'PAVEMENT T/S=861.35 STA 12+09.00,40.49'RT N T/S=861.68 STA 11+88.79,39.14'RT o T/S=861.51 N i VL �R o � Rr � (Fo Ls RR vU� lFo) (Fo) (Fo (r Lo ( (FO o) • RLo cRl o s - oR R S ^ � oR DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATEMay 13,9:41 am Traffic Safety Improvements Intersection Plan LAI: Ridgeway-Greyhound Base.dwg L.01 ��ffi N NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 173 of 547 N 0 5 10 � \ WEST RIDGEWAY AVENUE 12+00 12+25 11450 12+75 13+00 13+25 i I i MATCH EXISTING PAVEMENT 0 STA 12+09.00,40.49'RT N 1 T/S=861.68 STA 12+28.49,41.85'RT 1 0 T/S=861.88 STA 12+70.18 STA 12+49.73,43.20'RT 44.00'RT \ 166 T/S=862.12 T/S=862.24 tSTA 12+97.32,44.00'RT T/S=862.38 STA 13+40.48,44.00'RT �vvvvv T/S=862.69 (FO o) (,o o a s R.sF z STA 12+83.53,4400'RT • T/S=862.32 STA 13+18.73,44.00'RT T/S=862.53 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 am A — Traffic Safety Improvements Intersection Plan Ridgeway-Greyhound Base.dwg I L.02 NO. REVISION DESCRIPTION APPROVED I DATFWaterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 L.02 - Page 174 of 547 N 0 5 10 WEST RI GEWAY AVENUE T13+50 13+75 14 00 14+25 14+75 i MATCH XIST ING PAVEMENT 0 81. N NI STA 13+40.48,44.00'RT STA 13+61.08,44.00'RT T/S=862.69 STA 13+80.33,44.00'RT STA 14+00.79,44.00'RT T/S=862.86 STA 14+20.45,44.00'RT T/S=862.98 T/S=863.10 STA 14+40.50,44.00'RT STA 14+78.92,44.87'RT J T/S=863.23 T/S=863.45 T/S=863.75 o� (F - FO) o> Ic�UvUvUvUvUvUvUvUvUoU o U�U�U .R G �oR � �oR � Boa ��s o A STA 14+59.16,44.09'RT T/S=863.64 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:42am — M. Traffic Safety Improvements Intersection Plan Ridgeway-Greyhound Base.dwg L.03 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 �'O� Page 175 of 547 N - - - - - - - - - - - WEST RIDGEWAY AVENUE STA 16+59.50, STA 16+78.09, STA 16+38.32,r�c�O�sO�34.89' RT, 865.19 34.97' RT, 865.30 0 5 10 36.53' RT, 864.99 16' STA 16 2p.14, 38.84' RT, 864.83 &4 o 13.5' J o.3°r° - STA 16+04. 1 43.97 T 12' 12' ~1.3° 864.77 864. STA 14+93.66, 46.90' T, 12' 12' 12' 12' 12' 12' „ 864.01 STA 15+94.06, 51.39' RT, 0\0 °, 0 864.75 J� 30 a) o) a) a) - a) - _ F°) °) a (F°) (F°) (F°) (Fa) ova STA 15+05. 5, 51.85' RT, co in `\ 15 n 04 I'd 864.05 � LIR _ �90 N -1.7% -0.8% 00 I � v 864.84 0 STA 1 +16.33 60.83' RT STA 15+85.87, 61.09' RT, v y `° o0 864.17 0 864.53 co F v ' iq ry 00 L�so STA 15+24.31, 2.22' RT, STA 15+ 0.32, 72.71' RT, + It 864.38 864.52 ° 1.7°�° 864.90 1.3°�° HrEAs -°HE -°HE -°H oHEEAs -°HE- �s -°H- -°HEE� °H - HE as -°HEEas - HEE, oHEEas - oHE as °HEE, -°HE�s -°HEE� - oHEEAs o - - 00 vv - - - - - - - -- v w o � O b h iv } �, W Q � 'CPO o 79°46'46.5�� coCA C.0 - LEAs ITI- - .I EAs ".LEAs -L o U-S UT�EAs Ull- - UT - , EAs °.IEEAs � �IEE� �IEE� - �IEE� - �IEE� „r.,. _._ °.I�� ".I�E� ".I °.I p Z -1.8% 864.95 -1.6% LU 88°13'55.5" g • STA 15+28.52, 83.81' RT, STA 15+78.02, 84.07' RT, 0 864.47 0 864.53 N} EOR STA 15+77.86, 87.65' RT, 864.55 50' R 9 O (Itt F°) (Cltt FO) (Cltt FO) - - - - - ,- F.. ---- p,FO) � (CrtY E O (GrtT FO O tt - - c�ltt � _ � -1.9% 2.6°r° 865.00 - °HVA SHLD 50 EOR STA 15+29.77, 95.36' RT, 864.39 (MATPH EXISTING) MATCH VERLAY STA 15+77.76, 95.93' RT, 864.56 (MATCH EXISTING) ROW a ,E s UTEEAs UTLEas UT-1 ,E s UTEEAs E� „n«s UT EAs as I, ROW nEEAs °,IEE s UTL as �. „n ll� - - PHE 0 F PHE PHE PHE PHE PHE P" - i PHE PHE - - PHE PHE PHE PHE OT 2 NOTE: ALL ELEVATIONS ARE TO TOP OF A SLAB, UNLESS NOTED OT ERWISE � I DRAWN BY: MGD APPROVED BYA LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:42am - Traffic Safety Improvements Intersection Plan Ridgeway-Greyhound Base.dwg L.04 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 L'04 Page 176 of 547 TRAFFIC SIGNAL LEGEND GENERAL NOTES _*0SIGNAL HEAD W/O BACKPLATE 0 SERVICE ORIGIN 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 SHOULD BE SUBMITTED WITHIN 45 CALENDAR DAYS FROM THE DATE —*D SIGNAL HEAD W/BACKPLATE POST-MOUNTED SIGN OF AWARD OF CONTRACT. OPTICALLY-LIMITING SIGNAL HEAD OVERHEAD SIGN 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 PEDESTRIAN SIGNAL HEAD NEW CONDUIT(TRENCHED) CONSTRUCTION ACTIVITIES. EXISTING SIGNAL HEAD W/BACKPLATE — — — NEW CONDUIT(BORED) THE LOCATIONS AND ELEVATIONS OF ALL FOOTINGS AND HANDHOLES ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. RELOCATED SIGNAL HEAD W/BACKPLATE 2"PVC 2"DIAMETER POLYVINYL CHLORIDE CONDUIT CONNECTION OF PROPOSED CONDUIT TO EXISTING HANDHOLES OR FOUNDATIONS SHALL BE CONSIDERED INCIDENTAL TO PRICE BID FOR CONDUIT. EXISTING PEDESTRIAN SIGNAL HEAD 3"PVC 3"DIAMETER POLYVINYL CHLORIDE CONDUIT A MINIMUM OF ONE(1)SPARE 4-INCH CONDUIT SHALL BE INSTALLED IN CONTROLLER CABINET BASE. CONDUITS SHALL BE EXTENDED ❑ SIGNAL PEDESTAL W/BASE 4"PVC 4"DIAMETER POLYVINYL CHLORIDE CONDUIT THREE(3)FEET BEYOND FOOTING AND CAPPED. SIGNAL POLE WITH MAST ARM W/BASE WIRELESS DETECTOR ALL SIGNAL CABLE SHALL BE CONTINUOUS FROM CONNECTIONS MADE IN THE HANDHOLE COMPARTMENTS OF SIGNAL POLE BASES LUMINAIRE EXTENSION F/7 WIRELESS ACCESS POINT TO THE TERMINAL COMPARTMENT IN THE CONTROLLER CABINET.SPLICING WILL NOT BE PERMITTED IN HANDHOLES UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. VEHICLE DETECTOR LOOP-SAW CUT CMI) MICROWAVE RADAR DETECTOR ALL UNDERGROUND WORK AT LOCATIONS BEING RECONSTRUCTED UNDER THE ROADWAY PORTION OF THIS PROJECT SHALL BE VIDEO OR RADAR DETECTION ZONE (I= VIDEO DETECTION CAMERA 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. HANDHOLE(POLYMER CONCRETE)-24"X 36" (::m TRAFFIC MONITORING CAMERA ALL CONDUITS UNDER EXISTING PAVEMENTS AND SIDEWALKS SHALL BE INSTALLED BY A METHOD THAT MINIMIZES THE AMOUNT OF HANDHOLE(CONCRETE) EVP SENSOR AND CONFIRMATION LIGHT(2-DIRECTION) PAVEMENT AND SIDEWALK REPAIR. CONDUITS UNDER PAVEMENTS SHALL BE PARTIALLY BORED,AS NEEDED,TO CORRESPOND WITH THE CONSTRUCTION STAGING PLANS. (J HANDHOLE(POLYMER CONCRETE)-ROUND EVP SENSOR AND CONFIRMATION LIGHT(1-DIRECTION) SIG SIGNAL SIGNS SHOWN ON"N"SHEETS,ARE INCLUDED IN PAY QUANTITIES FOR TYPE'A,SIGNS. B CONTROLLER CABINET PED PEDESTRIAN IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ORDER AND INSTALL THE MAST ARM POLES IN A MANNER TO ENSURE MINIMUM& 8 COMBINATION ELECTRICAL SERVICE MAXIMUM SIGNAL HEAD CLEARANCES ARE IN ACCORDANCE WITH THE MUTCD REQUIREMENTS AND THAT TOP OF CONCRETE BASE IS PEDESTAL/BATTERY BACK-UP SYSTEM(BBS) PB PEDESTRIAN PUSHBUTTON BETWEEN 2"AND 4"ABOVE GROUND. • PEDESTRIAN PUSH BUTTON-ON SIGNAL POLE SMFO SINGLE MODE FIBER OPTIC F�l REMOTE PEDESTRIAN PUSH BUTTON/POLE GR GROUND WIRE PT PULL TAPE/PULL ROPE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:42am - - Traffic Signal Sheets N 01 DATE: Y W RidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg N.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 177 of 547 100-TS10 ITEM NO. ESTIMATE REFERENCE INFORMATION ANTICIPATED QUANTITIES: Amens 11 CONTROLLER CABINET SHALL BEATCANDSHALL INCLUDE ALL EQUIPMENT NEEDED TO PROVIDE FULLY-OPERATIONAL TRAFFIC SIGNAL SYSTEM, AS SHOWN IN THE PLANS AND SPECIFICATIONS. CONTROLLER SHALL BE FULLY-COMPATIBLEWITH CITY'S INTELIGHTMAXVIEWATMSCENTRAL W RI DG EWAY AVE AND GREYHOUND DR SOFTWARE CONTROLLER SHALL BE FULLY NTCIPAND READILY PERFORM UPLOADAND DOWNLOADTO MAXVIEW. CABINET SHALL INCLUDE ITEM PHOTOCELL AND WIRING TO CONTROL LUMINAIRES MOUNTED ON COMBINATION POLES. TRAFFIC SIGNALS AND LUMINAIRES ON COMBINATION ROLES NO. ITEM DESCRIPTION UNITS QUANTITY SHALL BE METERED USING ONE(1) METER AT THE CONTROLLER CABINET. PRICE SHALL INCLUDE FURNISHING MAXV IEW SOFTWARE LICENSE FOR NEW TRAFFIC SIGNAL CONTROLLER,ACCESSORY EQUIPMENT,CONTROLLER CABINET, TRAFFIC SIGNAL CONTROLLER 1 AND FOUNDATION EACH 1 2-7 ALL VEHICULAR TRAFFIC SIGNAL HEADS SHALL HAVE BACKPLATES. ALL TRAFFIC SIGNAL LAMPS SHALL BE 12-INCH LED. PRCE BID SHALL INCLUDE TRAFFIC SIGNAL HEAD(12-INCH,3-SEC11ON[R-Y-G]WITH LED LENSES AND ALL MOUNTING HARDWARE NEEDED FOR INSTALLATION. 2 BACKPLATE, MAST ARM MOUNTED),AND MOUNTING HARDWARE EACH 5 8-9 REFER TO TRAFFIC SIGNAL LAYOUT AND DETAIL SHEETS FOR LOCATIONS AND DETAILS. TRAFFIC SIGNAL HEAD(12-INCH,3-SEC70N[R-Y-G]WITH LED LENSES AND 10-16 CABLE LENGTHS INCLUDE CABLE IN POLES AND MAST ARMS, WHERE NEEDED. AN ADDITIONAL 5% HAS BEEN ADDED TO CABLE LENGTHS TO 3 BACKPLATE,SIDE OF POLE MOUNTED),AND MOUNTING HARDWARE EACH 2 ACCOMMODATE SLACK IN HANDHOLES. �TRAFFICSIGNAL HEAD(12-INCH,3-SEC11ON[<R-<Y-<G]WITH LED LENSES AND 17 PULL ROPE SHALL BE POLY ETHY LENE WITH A MINIMUM DIAMETER OF 1/4-INCH AND A MINIMUM TENSILE STRENGTH OF 500 POUNDS. 4 BACKPLATE, MAST ARM MOUNTED),AND MOUNTING HARDWARE EACH 2 18 PRICE BID SHALL INCLUDE MID-AMERICAN ENERGY COMPANY CONNECTION FEE AND CONNECTION FROM POWER SUPPLY,AS DIRECTED BY MID- TRAFFIC SIGNAL HEAD(12-INCH,3-SEC11ON[<R-<Y-<G]WITH LED LENSES AND AMERICAN ENERGY COMPANY, INCLUDING FURNISHING AND INSTALLING CABLE CONDUIT, FITTINGS, WEATHER HEAD OR"U"GUARD,AND MOUNTING 5 BACKPLATE,SIDE OF POLE MOUNTED),AND MOUNTING HARDWARE EACH 1 HARDWARE ON SERVICE ROLE ROWER SUPPLY SHALL BE UNDERGROUND FROM ROWER SOURCE TO CONTROLLER CABINET. CONDUIT AND CABLE TRAFFIC SIGNAL HEAD(12-INCH,3-SECTION[R-Y>-G>]WITH LED LENSES AND BETWEEN SERVICE ROLE AND CONTROLLER CABINET ARE INCLUDED IN OTHER TRAFFIC SIGNAL INSTALLATION SUB-ITEMS LISTED. COORDINATION 6 BACKPLATE, MAST ARM MOUNTED),AND MOUNTING HARDWARE EACH 2 WITH MID-AMERICAN ENERGY COMPANY SHALL BE THE CONTRACTORS RESPONSIBILITY. TRAFFIC SIGNAL HEAD(12-INCH,3-SEC11ON[R-Y>-G>]WITH LED LENSES AND 19-22 CONDUIT LENGTHS INCLUDE AN ADDITIONAL 5% FOR CUTTING. 7 BACKPLATE,SIDE OF POLE MOUNTED),AND MOUNTING HARDWARE EACH 2 8 TRAFFIC SIGNAL HANDHOLES,CONCRETE EACH 10 23-26 LOCATIONS AND LENGTHS SHALL BE AS SHOWN ON THE"N'SHEETS. ARMS AND POLES SHALL BE FINISHED IN ACCORDANCE WITH THE STANDARD 9 FIBER OPTIC HANDHOLES EACH 1 SPECIFICATIONS AND'ORSPECIAL PROVISIONS. 10 WIRES AND CABLES, 1C,#3 AWG, ROWER LF 50 25 TBD=TO BE DETERMINED. DEPTH AND STRUCTURAL DESIGN OF PROPOSED FOOTING FOR THIS COMBINATION TRAFFIC SIGNAL POLE WITH DUAL MAST 11 WIRES AND CABLES, 1C,#6 AWG, GROUND LF 2,100 ARMS SHALL BE RESPONSIBILITY OF CONTRACTOR. STRUCTURAL DESIGN OF FOOTING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 12 WIRES AND CABLES, 1C,#10 AWG, LIGHTING LF 1,360 LICENSED IN THE STATE OF IOWA. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR PROPOSED FOOTING DESIGN TO ENGINEER FOR REVIEW AND 13 VARES A ND CA BLES, 3C,#16 AWG,SIGNAL LF 1,380 ACCEPTA NCE PRIOR TO ITS FABRICATION/CONSTRUCTION. 14 WIRES AND CABLES, 2C,#16 AWG,TWISTED, SHIELDED, DETECTOR RUN LF 1,640 27 PRICE BID SHALL INCLUDE FURNISHING AND INSTALLING NEW SIGNS AND NEW MOUNTING HARDWARE ON TRAFFIC SIGNAL ROLES OR MAST ARMS,AS 15 WIRES A ND CA BLES, 5C,#16 AWG,SIGNA L LF 1,180 INDICATED ON"N"S HEFTS. 16 WIRES AND CA BLES, 12C,#16 AWG, SIGNAL LF 630 28 SEE"N'SHEETS FOR LOCATIONS ANDDETAILS. 17 PULL ROPE(PULL TAPE) LF 2,100 29 LUMP SUM PRICE BID SHA LL INCLUDE ALL LABOR, EQUIPMENT,AND MATERIALS NECESSARY TO PROVIDE A COMPLETE VIDEO DETECTION SY STEM 18 POWER SUPPLY EACH 1 (FOR V EHICLE DETECTION AT THE INTERSECTION) INCLUDING ALL MOUNTING HARDWARE,CABLES,AND EQUIPMENT NEEDED WITHIN CONTROLLER 19 CONDUIT, 2-INCH POLYVINYL CHLORIDE(PJC)(TRENCHED) LF 1,110 CABINET. CAMERA SHALL BE WIREDAND SET UPTO ALSO FUNCTION AS AS MONITORING CAMERA. IT SHALL BE MOUNTED ON VERTICAL SHAFT OF 20 CONDUIT, 3-INCH POLYVINYL CHLORIDE(PJC)(TRENCHED) LF 740 TRAFFIC SIGNAL ROLE IN SE CORNER OF INTERSECTION. 21 CONDUIT, 2-INCH POLYVINYL CHLORIDE(PJC)(BORED) LF 110 30 PRICE BID SHALL INCLUDEALL LABOR EQUIPMENT,AND MATERIALS NECESSARY TO FURNISH AND INSTALL AN ADVANCE WARNING FLASHER(AWF) 22 CONDUIT, 3-INCH POLYVINYL CHLORIDE(PJC)(BORED) LF 150 ASSEMBLY THAT IS POWERED AND CONTROLLED BY ELECTRIC CIRCUIT FROM CONTROLLER CABINET. THIS INCLUDES, BUT IS NOT LIMITED TO, TRAFFIC SIGNAL POLE WITH 12-FOOT MAST ARM,AND 3.5-FOOT DIAMETER X 10- FURNISHING AND INSTALLING CONTROLLER CABINET EQUIPMENT,4"X 6"WOOD POST(S),WARNING SIGN, SUPPLEMENTAL PLAQUE,TWO(2)AWF'S, 23 FOOT DEEP FOOTING,AS PER PLAN EACH 1 CONDUIT RUNNING FROM ADJACENT HANDHOLE UP 4"X 6"WOOD POST TO EACH AWF, FITTINGS, MOUNTING HARDWARE, ETC. SEE DETAIL ON"N" SHEETS. CONDUIT FROM CONTROLLER CABINET TO HA NDHOLE ADJACENT TO EACH AWF ASSEMBLY AND CABLE FROM CONTROLLER CABINET TO TRAFFIC SIGNAL POLE COMBINATION, WITH 54-FOOTMASTARM, 25-FOOT EACH AWF ASSEMBLY IS INCLUDED IN OTHER TRAFFIC SIGNAL INSTALLATION SUB-ITEMS LISTED. 24 LUMINAIREARM,AND 3.5-FOOT DIAMETER 16-FOOT DEEP FOOTING,AS PER PLAN EACH 1 31 LUMP SUM PRICE BID SHALL INCLUDE ALL LABOR, EQUIPMENT,AND MATERIALS NECESSARY TO CONNECT NEW TRAFFIC SIGNAL CONTROLLER AND TRAFFIC SIGNAL ROLE COMBINATION, WITH 46-FOOT&20-FOOT MAST ARMS(AT CABINET TO CITY'S EXISTING ADJACENT 96-CT SINGLE-MODE FIBER OPTIC CABLE THIS INCLUDES, BUT IS NOT LIMITED TO,2-INCH DIAMETER HDPE 90 DEGREES), 30-FOOT LUMINAIRE ARM,AND 3.5-FOOT DIAMETER X TBD-FOOT CONDUIT[APPROX. 5 LF], DUPLEX PATCH CORDS[2], HARSH ENVIRONMENT LAY ER 2 MANAGED ETHERNET SWITCH[1]WITH TWO 10km SFP RECEIVERS, 25 DEEP FOOTING,AS PER PLAN EACH 1 FIBER OPTIC FUSION SPLICES[12], FIBER OPTIC TERMINATIONS[12], FIBER SPLICE ENCLOSURE(IN-GROUND)[1], 12-POSITION AND FIBER TERMINATION TRAFFIC SIGNAL ROLE WITH 30-FOOT MAST ARM,AND 3.5-FOOT DIAMETER X 11.0- PANEL[1]. SEE TYPICAL TRAFFIC CABINET TERMINATION DETAIL AND TYPICAL HANDHOLE SPLICE DETAILS ON"N'SHEETS. ALLIP-ADDRESSABLE 26 FOOT DEEP FOOTING,AS PER PLAN EACH 1 DEVICES SHALL BE CONNECTED TO EXISTING FIBER OPTIC NETWORK. IP ADDRESSES SHALL BE AS SHOWN ON PLANS. 27 ISTREET NAME SIGNS, MAST ARM-MOUNTED OR SIGNAL POLE-MOUNTED EACH 1 3 1 -31 ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S 28 VEHICLE DETECTOR LOOPS, SAW-CUT EACH 8 LUMP SUM BID PRICE FOR TRAFFIC SIGNALIZATION SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY TO PROVIDEA COMPLETE AND 29 VEHICLE DETECTION/TRAFFIC MONITORING SYSTEM, 1-CAMERA, COMPLETE LS 1 FUNCTIONAL TRAFFIC SIGNAL INSTALLATION, IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. VARIATIONS FROM QUANTITIES,AS SHOWN 30 ADVANCE WARNING FLASHER(AWF)ASSEMBLY WITH 48"SIGN EACH 2 IN THIS TABLE SHALL NOT, BY ITSELF, BE CONSIDERED GROUNDS FOR AN EXTRA WORK ORDER/CHANGE ORDER 31 CONNECT TRAFFIC CONTROLLER/CABINET TO EXISTING FIBER OPTIC CABLE LS 1 NOTE SCHEDULE OF UNIT COSTS: WITHIN 30 DAY S OF NOTICE TO PROCEED A ND PRIOR TO A NY PAY MENT BY CONTRACTING A UTHORTY FOR WORK COMPLETED ON PROJECT,CONTRACTOR SHALL COMPLETE A ND FORWA RD TO ENGINEER 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 PAYMENTS 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 APPROVED BY: MGD -M Plan of Improvements SHEET NO. May 13,9:42am - Traffic Signal Sheets N OZ DATE: v WRidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg I N.02 em NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 178 of 547 TRAFFIC SIGNAL POLE DATA: W RIDGEWAY AVE AND GREYHOUND DR LE�d MASTARM ' TRAFFIC TRAFFIC 3 LUMINAIRE ARM FOOTING 4 LENGTH OR SIGNAL HEADS SIGNS DIMENSIONS POLE POLE PEDESTAL Location Type Backplate Location Sign Size Sign Mounting Orient- Depth NOTES / REMARKS s TOTAL NO. TYPE HEIGHT Qty On Arm of Provided Qty On Arm (H x V) Area Length Height ation Dia. per Sch. QUANTITY (PB= PUSH BUTTON) (Ft) (Ft) Signal (Y or N) (Ft) (Inches) (Sq Ft) (Ft) (Ft) (Deg) (Ft) (Ft) PROVIDE LONGER-THAN-NORMAL VERTICAL POLE, AS NEEDED 1 SIGNAL 30 1 --- (1)3-section Y 0 --- --- --- --- --- --- 3.5 11.0 (TOP OF POLE FOOTING ELEVATION 1 WILL BE APPROX. 1.8 FEET BELOW ADJACENT ROADWAY CL ELEVATION.) PROVIDE LONGER-THAN-NORMAL COMBINATION 0, 0, 30, 42, VERTICAL POLE, AS NEEDED (5)3-section Y 1 20 78 X 20 10.83 25 30 0 3.5 16.0 (TOP OF POLE FOOTING ELEVATION 1 WILL BE APPROX. 1.9 FEET BELOW ADJACENT ROADWAY CL ELEVATION.) PROVIDE LONGER-THAN-NORMAL VERTICAL POLE, AS NEEDED 3 SIGNAL 12 3 0, 0, 12 (3)3-section Y 1 0 96 X 20 13.33 --- --- --- 3.5 10.0 (TOP OF POLE FOOTING ELEVATION 1 WILL BE APPROX. 2.1 FEET BELOW ADJACENT ROADWAY EDGE ELEVATION.) MOUNT 1 VIDEO DETECTION / TRAFFIC 46'Arm: 46'Arm: MONITORING CAMERA ON POLE; COMBINATION 0, 19, 31, 43 (4)3-section, 46'Arm: 46'Arm: PROVIDE LONGER-THAN-NORMAL 4 SIGNAL/ LIGHTING 46, 20 5 Y 1 10 78 X 20 10.83 30 30 45 3.5 TBD VERTICAL POLE, AS NEEDED 1 (DUAL MAST ARM) 20'Arm: 20'Arm: (TOP OF POLE FOOTING ELEVATION 20 (1)3-section WILL BE APPROX. 1.7 FEET BELOW ADJACENT ROADWAY CL ELEVATION.) NOTES: 1 LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUT TO CENTER OF SIGNAL-TOWARD END OF MAST ARM. DISTANCE OF"0" OR"---" MEANS SIDE OF POLE-MOUNTED. 2 LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUT TO CENTER OF SIGN -TOWARD END OF MASTARM. DISTANCE OF "0" OR"-2 MEANS SIDE OF POLE-MOUNTED. 78" X20" AND 96" X20" SIGNS ARE STREET NAME SIGNS. 3 ORIENTATION OF LUMINAIRE ARM REPRESENTS A COUNTERCLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. 4 CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING TRAFFIC SIGNAL POLE FOOTING DESIGN INDICATED BY TBD (TO BE DETERMINED). INTENDED DIAMETER FOR PROPOSED FOOTING IS INDICATED. TRAFFIC SIGNAL POLE FOOTING DESIGN SHALL BE PREPARED PROFESSIONAL ENGINEER LICENSED IN STATE OF IOWA. 5 TRAFFIC SIGNAL INSTALLATION IS IN ROADWAY SEGMENT WITH RURAL SECTION, 1.E., DRAINAGE DITCHES. SEE NOTES REGARDING PROPOSED TOP OF FOOTING ELEVATIONS WITH RESPECT TO EXISTING ROADWAY CENTERLINE OR EDGE ELEVATIONS. DRAWN BY. BAW APPROVED BY: MGD I Plan o Improvements SHEET NO. May 13,9:42am - Traffic Signal Sheets H 03 DATE: v W Ridgeway Avenue and Greyhound Drive Ridgeway-Greyhound Base.dwg I N.03 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, IOWA IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 179 of 547 NEW TRAFFIC SIGNAL HEADS AND PEDESTRIAN PUSH BUTTONS: loo-Ts9 Ament W RIDGEWAY AVE AND GREYHOUND DR W oa MOUNTING Co 2 o w LU � w w " in 00 z O 00 O L � � O w w of0F- 0i:z J w = LU LU F � 0 Q � 3 _ ¢ a a REMARKS 100-TSl 1 J J A M J � � � � ,,; � UJ � ° ° ADVANCE WARNING Ament d z UWJ j LEGEND BASE AND HAND HOLE LOCATIONS: 100-TS2 2 2 4 W RIDGEWAYAVE AND GREYHOUND D Ament F1PROPOSED TURNING LANE OLA:04,05 5 6 00 �OLA � CONTROLLER(CENTER OF FOOTING) oL6:04 ROADWAY APPROACH STATION OFFSET ELEVATION TYPE A GRANULAR SHOULDER OLC:0 6 OLA OLC OLB W Ridgew ay A ve @ 14+75.0 90.00'RT 864.80Oe °" °" Greyhound Dr °a °a REMOVE AND REPLACE POLE 3 EXISTING CONCRETE 12'M.A. PROPOSED SIGNAL PHASING POLE(CENTER OF FOOTING) POLE 22-4 2,� 7-1 NO. STATION OFFSET ELEVATION TEMPORARY HMA WEDGE A PROTECTED PHASE - - - 1 14+85.0 59.0'RT 862.88 _ IT 2 14+85.0 57.0'LT 862.79 T IT e, IT s* e' IT e' ST 4-IT IT3 4-1 3 15+74.0 61.0'LT 863.03 H H 3 4 16+11.0 58.0'RT 863.94 HH 2 HH 1 TRAFFIC 14+89.0 59.2'RT 862.76 HH 2 TRAFFIC 14+89.0 44.7'LT 863.79 _ HH 3 TRAFFIC 15+83.4 44.3'LT 864.47 - - HH 4 TRAFFIC 15+90.2 85.6'RT 863.98 2-2 22 HH 5 TRAFFIC 12+74.0 57.0'RT 861.27 HH 6 TRAFFIC 11+42.0 49.0'RT 860.15 HH 7 TRAFFIC 9+30.9 50.1'RT 859.53 HH 8 TRAFFIC 18+11.0 43.9'LT 865.38 2-3 21 HH 9 TRAFFIC 19+43.0 42.6'LT 866.22 W RIDGEWAY AVENUE II HH 10 TRAFFIC 21+55.0 47.4'LT 866.54 LO HH 11 FIBER OPTIC 14+69.9 94.0'RT 864.56 14+75 5-1 15+00 15+25 15+50 15+75 1 00 51 16+25 16+50 16+75 6G4 61 �I 62 - 6-5 STREET NAME SIGNS d 6-2 SEE SHEET N.10 FOR DETAILS 63 © O _ °Rvs seg a aays S-1 GIA slime W Ridgeway Ave Greyhound Dr \ © VIDEO DETECTION /TRAFFIC MONITORING CAMERA D3-1-RA D3-1-GD 96"X 20" 78"X 20" MLOVAN IV L 20'M.A. 6-1 (1 REQ'D) (2 REQ'D) q OLE 4 TRAFFIC SIGNAL FACES . POLE 1 HH 1 4-2°e NEE°"E�e °"e.s - - "!HE _ Fs -° °SE -�EEAe °HEEAe -°"E -°"E -° ❑ �R ❑ - - pEES F m 0 Z E @G @-G01 y " o H 4 0 10 20 - I - 2-1,2-2,2-3, c°"`F°� �`"°`°� I O °"`°' 5-1,4-3, 4-1,4-2, -- «�N F°> -- ,F°, °�n F°� m 6 5 HH 11 2-4,6-3,6-4, 4-4 6-1,6-2 DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. m DATE: May 13,9:42a - - Traffic Signal Sheets W Ridgeway A venue and Greyhound Drive N Ridgeway-Greyhound Base.dwg N.05 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"O5 Page 181 of 547 N \ 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 2+75 13+00 13+25 0 10 20 6-2 6-4 100-TS3 ?� Ament 6-1 W RIDGEWAY AVENUE 6-3 DETECTOR LOOP LOCATIONS DETECTOR LOOP (CENTER OF LOOP) — — T— — — — -- -— - NO. STATION OFFSET w y- 2-1 19+47.5 24.6'LT 2-2 19+47.5 13.T LT 2-3 18+15.5 25.1'LT D :19 194l Alik: l4i;R 2-4 18+15.5 13.3'LT 6-1 11+37.5 25.6'RT HH 6 R IW- HL R - 6-2 11+37.5 13.4'RT 6-3 12+69.5 25.6'RT HH 5 6-4 12+69.5 13.6'RT NTEL TEL TEL - — TEL TEL TEL TEL TEL TEL TEL TEL - TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL - TEL TEL TEL TEL HH8 HH9 0 10 20 R) (GRVL SHLDR) (GRIL SHLDR) (GRVL SHLDR) (GRIL SHLDR) (RVL SHLDR) (GRIL SHLDR) (GRIL SHS=.' - GRVL SH (GRJL SHLDR) (GRJL SHLDR) (GRVL SHLDR) (GRIL SHLDR) - (GRVL 2-3 W RIDGEWAY AVENUE 2-1 2-4 2-2 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+ +00 19+25 19+50 19+75 20 DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:42am — W RidgewayAvenue and Greyhound Drive Traffic Signal Sheets N Ridgeway-Greyhound Base.dwg N.06 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"O6 Page 182 of 547 N I 9+ 5 9+75 10+00 10+25 +7 10+50 105 11+00 11+25 11+50 11+75 0 10 20 6-2 W RIDGEWAY AVENUE 6-1 FOX (FOJ (FO) (FO G — (FG IAtlO) (y01H5 lANO) 0) (GO) (FO) (FO) (F) ago (w— (FO) =—IPO)(b WH�rT/r8'JJ(FO) / r M M M M M M M M M M M M M M HH 6 HH 7 AWF ASSEMBLY u— �_ — ST sr �3 715 N TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL EL TEL TEL TTE EL Mo EL TEL TEL a TEL 0 10 20 — — — — — — — —HH 10 AWF ASSEMBLY HH 9 Hdr ------------------- � (cRVL sHLGR) (GRVL sHLGR) (GRVL SHLDa) (GRVL SHL, — — (GRVL SHLOP — — — — (GRVL SHDR) (GRVL SHLOR) (GRVL SHLDR) (GR'. (GRVL SHLDR) 2-1 2-2 W RIDGEWAY AVENUE 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:42am — W Ridgeway A venue and Greyhound Drive Traffic Signal Sheets Ridgeway-Greyhound Base.dwg N N.07 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 ••'O� Page 183 of 547 N POLE 3 NEW 2" PVC (228 LF TRENCHED) 12'M.A. 2-a NEW 3" PVC (19 LF TRENCHED) 2 -2c (DET) POLE 2 1 -3C#16 AWF 0 10 20 2-1 NEW 3" PVC (1 1- 12c (SIG) GR/PT3 LF TRENCHED) a-3 4-1 1 -5c (SIG) _a GR/PT GR/PT HH 2 HH 3 \ NEW 3" PVC (13 LF TRENCHED) \\— 1- 12c (SIG) NEW 3" PVC (95 LF TRENCHED) GR/PT NEW 3" PVC (19 LF TRENCHED) 1 - 5c(SIG) � NEW 3" PVC (95 LF TRENCHED) 1- 12c (SIG) 3 - 1c (ST LT) 2_2 2 -2c(DET) 1 -5c (SIG) GR/PT < I GR/PT 1 -3C#16 AWF GR/PT 2-3 5-1 NEW 3" PVC (26 LF TRENCHED &69 LF BORED) 2 -2c(DET) GR/PT 6-4 NEW 3" PVC (5 LF TRENCHED) NEW 3" PVC (26 LF TRENCHED & 69 LF BORED) 6-3 1 - 12c (SIG) 2 - 12c (SIG) GR/PT 6-5 2 -5c (SIG) 3 - 1c (ST LT) 1 - 3C#16 AWF 6-2 NEW 2" PVC (220 LF TRENCHED) GR/PT 2 -2c (DET) 1 -3C#16 AWF GR/PT NEW 3" PVC (30 LF TRENCHED) POLE 4 4 -2c (DET) 20'M.A. 6-1 HH 1 GR/PT POLE 1 a-z NEW 3" PVC (36 LF TRENCHED) NEW 3" PVC (30 LF TRENCHED) 1 - 12c (SIG) 3 - 12c (SIG) 1 - 5c(SIG) 2 - 5c(SIG) 3 - 1c (ST LT) 3 - 1c(ST LT) GR/PT 2 -3C#16 AWF GR/PT HH 4 NEW 3" PVC (36 LF TRENCHED) 1 -VIDEO DET/TRFC MNTR GR/PT SERVICE POLE (PROVIDED BY MAEC) NEW 3" PVC (115 LF TRENCHED) NEW 3" PVC (115 LF TRENCHED) 1 -VIDEO DET/TRFC MNTR 1 - 12c (SIG) NEW 2" PVC (15 LF TRENCHED) GR/PT 1 -5c (SIG) 3 - 1c (POWER) 3 - 1c(ST LT) GR/PT GR/PT DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:42am - - Traffic Signal Sheets DATE: v W RidgewayAvenue and Greyhound Drive N Ridgeway-Greyhound Base.dwg N.08 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"O8 Page 184 of 547 N 0 20 40 NEW 2" PVC (149 LF TRENCHED &63 LF BORED) 1 - 3C#16 AWF GR/PT AWF ASSEMBLY 7PVC HH 6 HH 5 HH 1 NEW 2" PVC (133 LF TRENCHED) 1 -2c (DET) NEW 2" PVC (220 LF TRENCHED) 1 -3C#16 AWF 2 -2c (DET) /NEW TRENCHED & 15 LF UP POST) GR/PT 1 - 3C#16 AWF 1 - 3C#16 AWF GR/PT GR/PT SERVICE POLE (PROVIDED BY MAEC) [CONDUIT INCIDENTAL TO AWF ASSEMBLY] NEW 2" PVC (15 LF TRENCHED) 3 - 1c (POWER) GR/PT N NEW 1.5" PVC (5 LF TRENCHED & 15 LF UP POST) NEW 2" PVC (132 LF TRENCHED) 1 - 3C#16 AWF 0 20 40 1 -2c(DET) GR/PT 1 - 3C#16 AWF [CONDUIT INCIDENTAL TO AWF ASSEMBLY] GR/PT NEW 2" PVC (228 LF TRENCHED) NEW 2" PVC (172 LF TRENCHED &42 LF BORED) 2 -2c (DET) 1 - 3C#16 AWF 1 -3C#16 AWF � GR/PT GR/PT HH 10 T -0� 4-1HH 8 HH 9 AWF SIGN HH 3 e-. DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:42am Traffic Signal Sheets — W Ridgeway A venue and Greyhound Drive N Ridgeway-Greyhound Base.dwg I N.09 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"O� Page 185 of 547 y cy^ C-) L0 3.8 7.7 - 9 - 45.1 - - g - - 17.6 = 3.8 96 2.0" Radius, No border, White on, Green; "W"", B 2K; ",Ridgeway", B 2K; ",Ave", B 2K; I C> II l 4-L 50.8 g 10.2 4 78 2.0" Radius, No border, White on, Green; "Greyhound", B 2K; "Dr", B 2K; DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:42am - - Traffic Signal Sheets N 10 DATE: v offs W Ridgeway Avenue and Greyhound Drive Ridgeway-Greyhound Base.dwg N.10 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 186 of 547 LUMINAIRE • SIGNALS AS SHOWN ON PLANS O f A Af O ` 00 O J o ¢ SIGN w 2.0 B.C. 5 X 4.28" 6"(TYPE.) �30" X 36" 15'LUMINAIRE ARM STREET O • NAME SIGN PEDESTRIAN PUSH BUTTON 96"X 24' 1 APPLCAND IGN ABLE)HERE INSULATED GROUNDING BUSHINGS ANCHOR BOLTS - 5/8" X 30" O O 14.75" � VERIFY WITH MANUFACTURER O 3"BY 5" HANDHOLE FRAME AND 4-1/2" O.D. THREADED 2" CHAMFER COVER LOCATED 180 DEGREES FROM SEAMLESS PIPE 2" MIN. e MAST ARM o3" MAX. FINISH GRADE FORM TOP 12" = 12 INCH SIGNALS WITH • M THREADED SQUARE BASE QUICK CONNECTOR o LOUVERED ALUMINUM � 0 WITH HANDHOLE (TYPE. 3/4" PVC o o z BACKPLATES L � 5/8" 4 X 8' MINIMUM m w SIDE OF POLE CAMERA MOUNT COPPER WELD GROUND ROD N SIGN 30" X 36" o -- z NOT TO SCALE s Q z 0 0 i z PEDESTRIAN SIGNAL HEAD PEDESTAL POLE DETAIL a z NOT TO SCALE M SIGN 9"X12" ��❑ NOTE 6 w o a a o —PUSH-BUTTON57< ❑ 0 0 o NOTE 6 SECTION A-A ¢ z_ w � � T MIN 42" TRANSFORMER ANCHOR BOLT PEDESTAL TRAFFIC SIGNAL BASE m MAX 2" BASE NOT TO SCALE CONCRETE • 2"MIN. CLEARANCE OUT OF NOTES: 12-#5 BARS, EQUALLY SPACED GROUND 0 1. FORMING REQUIRED ONLY ABOVE GRADE. 2. R=6 TIMES CONDUIT DIAMETER, MIN. TOP OF PAVEMENT SURFACE 3. 3'-6' DIA. CIRCULAR BASE MAY BE 0 0 3/4" GROUND WIRE DUCT GROUND SURFACE AT POLE LOCATION SUBSTITUTED BY 3'-0"SQUARE BASE. ELLOW 4. NO REBAR WELDS EXCEPT TOP AND BOTTOM BARS. MIN 2' RETROREFLECTIVE BORDER BORDER 1-3" NATES: 2" CONDUITS o NUMBERS AS PER PLANS p 12" p MINIMUM 2 CONDUITS PER BASE. PLAN p TYPICAL 12" SIGNAL HEAD HAS p 1- THE LOADING SHOWN IS MINIMUM REQUIRED FOR MANUFACTURING PURPOSES. PLANS MAY p p ��u�upup� /,Q\ p 12" p LOUVERED BACK PLATE AND MIN. 2" ( % y�v 16" REQUIRE INCREASED LOADING AND POLE SHALL BE MANUFACTURED ACCORDINGLY. SEE RETR❑REFLECTIVE BORDER. LLJJ U V p p SPECIFICATIONS, PLANS, AND QUANTITIES TO SEE IF THE FOLLOWING IS REQUIRED, THE (4 & 5 SECTION HEADS HAVE THE PVC OR SHOWN ON LAYOUT PLANS p 12 p SAME TYPE ASSEMBLY DIMENSIONS, OR CHANGES: MIN 18" p p CONFIGURATION). ONE-SECTION PEDESTRIAN 1-1-PEDESTRIAN SIGNALS MAX 24" o E o SIGNAL HEAD 1-2-PUSH BUTTONS 2"MAX. SIGNAL HEAD BAGKPLATE NOT TO SCALE 1-3-SIGNS 1-4-LUMINAIRE(UNLESS OTHERWISE INDICATED ELSEWHERE LUMINAIRE IS LIGHT EMITTING DIMENSION "A" FOR POLE BASE FINISHED GRADE NOT TO SCALE DIODE (LED)LUMINAIRE TYPE III DISTRIBUTION WITH 120 VOLT MULTI-VOLTAGE NO WITH #4 BARS 1'- 0"(SEE NOTE 4) CONNECTION AND PHOTO ELECTRIC CELL) ARM LENGTH LUMINAIRE LUMINAIRE 3/4" PVC&GROUND ROD 1-5-LUMINAIRE ARM ANGLE WITH MAST ARM EXTENSION EXTENSION s (MIN. 5/8" DIA. BY 8' LONG) 2- SIGNAL HEADS ARE ALUMINUM (FOR LOADING DESIGN). LESS THAN 25' 8' 10' 2-5#BARS EQUALLY SPACED 3- SIGNAL LIGHTS ARE LED. 25'TO UNDER 35' 9' 11' Q 4- SIGNS ARE MADE OF ALUMINUM. MAST ARM 5- BACKPLATES (SIGNAL HEAD BORDERS) ARE LOUVERED ALUMINUM. 35'TO UNDER 40' 10' 12' a, ANCHOR BOLT(TYPE.) 6- MINIMUM 7' IF NO PEDESTRIAN SIGNAL HEADS OR VEHICULAR SIGNS ARE MOUNTED BELOW IT. 40'TO 45' 11' 13 w AS APPROVED AND SUPPLIED BY OVER 45'" 14' '" "' POLE MANUFACTURER � 0 7- MINIMUM CLEARANCE SHALL APPLY TO EVERY ITEM INSTALLED OVER THE PAVEMENT SURFACE. DIMENSIONS FOR VERY LONG ARMS WILL BE VARIES OR 8- VIBRATION DAMPER PLATE IS REQUIRED ON ALL POLES WITH 50 FEET OR LONGER MAST SHOWN SEPARATELY ON THE PLANS WHERE ARMS, AS PER MANUFACTURER'S DESIGN. APPUCABLE. I 3,6, 9- TRANSFORMER BASE IS REQUIRED FOR ALL MAST ARM POLE NTH ARM LENGTH OF UP TO 60 FT. PROFILE CROSS SECTION 0� 1'10° 1'10" 10-A SUITABLE HANDHOLE SHALL BE PROVIDED ON POLES WITH NO TRANSFORMER BASE. THE HANDHOLE SHALL BE ON THE OPPOSITE SIDE OF THE ARM. NOTE: PLAN VIEW OF ANGLE BETWEEN MAST TYPICAL TRANSFORMER BASES MAST POLE BASE DETAILS NO WELDS EXCEPT TOP AND BOTTOM BARS ARM AND LUMINAIRE EXTENSION NOT TO SCALE MAST-ARM POLE DETAIL NOT TO SCALE NOT TO SCALE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May , Ma 139:43am - Traffic Signal Standard Details H " DATE: WRidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg I NA 1NO. REVISION DESCRIPTION JAPPROVED DATE � Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 187 of 547 O O O O O O O O O O O 11 O O SIGNAL POLE O -AM- VEHICULAR SIGNAL HEAD Er- 16" PEDESTRIAN SIGNAL HEAD 2 SIGNAL HEADS 2 SIGNAL HEADS 3 SIGNAL HEADS PLAN OF NUMBER AND POSITION OF SIGNAL HEADS ON A POLE FOR MIN LOADING DESIGN SLIP FITTER ASSEMBLY AND PLUMBIZER SETUP CABLE ATTACHED BRACKET ON PEDESTAL POLE NOT TO SCALE NOT TO SCALE NOT TO SCALE CABLE STRAP AROUND THE POLE SIGN COVER WITH "TRAFFIC" IN 2" LETTERING TRAFFIC STREET NAME ATTACHMENT BRACKET TOP VIEW (TYP.) NOT TO SCALE SOLD COVER FIBER OPTIC MARKING MIN. WEIGHT RING AND COVER 155 LBS. NON-SKID SURFACE Cover Bolt FINISH TOP VIEW 23 1/2 x3 Ring Insert 261/2 GRADE Bolt Hole ' LIFT PIN (x3) Diagram F7_221/4"—7 / MINIMUM OPENING 1 1/2" SS Hex Head Bolt CABLE HOOKS 29 1 27 1�¢" 18" MIN. LEAVE SLACK —1 1/8" Washe \-%^`" GROUT AROUND CONDUIT. 2 ,3 COVER ----- ------J; I \'I ,`------------- MAXIMUM PROTRUSION RING /1 20 1/2"-� ALLOWABLE IS 2 INCHES COVER VIEW CORROSION MEASURED FROM THE INNER 36" RESISTANT FACE OF THE HANDHOLE DRAIN INSER 18" MIN. WALL. HOLE CONDUITS 15" ANSI/SCTE Tier 15 (SLOPE TOWARDS HANDHOLE) Vertical: Test Load 22,500 lbs 18" MIN. COARSE Lateral: Test Load 1,200 lbs s ft. AGGREGATE EIA 2000E Stacking � 33" � � g CONCRETE PIPE Supports (x4) Minimum Opening BODY: POLYMER CONCRETE COVER: POLYMER CONCRETE NOTES: SIDE VIEW Weight 195 Its (Minimum) Tolerance +/— 1/8' ANSI / SCTE 1) CABLE HOOKS TO BE INCLUDED INSIDE HAND HOLE AND GALVANIZED IN Date Nov 19 2013 Tier 15 ACCORDANCE WITH CURRENT AASHTO SPECIFICATIONS. 2) DEPENDING ON THE MARKET AVAILABILITY, CONTRACTOR MAY USE AN ALTERNATIVE TYPE OF HANDHOLE OF SIMILAR OR HIGHER VALUE BUT ROUND FIBER OPTIC HANDHOLE PRIOR APPROVAL OF ENGINEER MUST BE OBTAINED. NOT TO SCALE TRAFFIC HANDHOLE NOT TO SCALE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:43am - Traffic Signal Standard Details H �Z DATE: Y WRidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg N.12 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 188 of 547 VENT FAN o METER SOCKET AND SERVICE DISCONNECT MECHANISM 2"GALVANIZED CONDUIT FOR POWER SERVICE SHALL BE INSIDE CONCRETE BASE BUT OUTSIDE OF CABINET WALL TYPICAL POWER SERVICE: SIDE OF CABINET NOT TO SCALE ANCHOR CONTROL CABINET BOLTS AS SPECIFIED3" MIN. BY CABINET CON 4" MANUFACTURER CONCRETE SLAB CAULK UNDER CABINET ANCHOR I F - - GROUND ROD BOLT CONDUIT (MIN 18" 2" MAX BELOW SURFACE) -MECHANICAL 1'-6" MIN O CONNECTION jO 4'-0" CONDUIT AS PER PLAN ELECTRICAL SERVICE DUCT TO - TWO 5/8" COPPER CLAD GROUND CONNECT CABINET TO UTILITY ROD. EXTENDING MINIMUM OF COMPANY POWER SUPPLY SOURCE 8' INTO GROUND, 10' APART. CABINET LENGTH + 6" CABINET WIDTH + 4" NOTES: 1- METER SOCKET AND DISCONNECT MECHANISM TO BANDED CONNECTION CONTROLLER CABINET BE INSTALLED BY CONTRACTOR. �--MID HEIGHT OF CABINET 2- METER WILL BE FURNISHED BY UTILITY COMPANY. 3- METER SOCKET SHALL COMPLY WITH LOCAL UTILITY (MID-AMERICAN ENERGY) SPECIFICATIONS 5'-6" 4- CABINET IS TS2 TYPE 1 5- CABINET SHALL COME WITH AN INSTALLED POWER STRIP WITH AT LEAST 4 OUTLETS. 6- CABINET SHALL HAVE A HARDENED ETHERNET SWITCH WITH AT LEAST 5 ETHERNET PORTS. CONTROL CABINET AND FOOTING DETAIL CABINET MOUNTED ON A MAST-ARM POLE NOT TO SCALE NOT TO SCALE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:43am — W Ridgeway Avenue and Greyhound Drive Traffic Signal Standard Details Ridgeway-Greyhound Base.dwg N.13 NO. REVISION DESCRIPTION APPROVED N DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 NA Page 189 of 547 \/ LOOPS WITH SAME NUMBER TO BE CONNECTED T �II/x�Jl; TO A SEPARATE AMPLIFIER AND WIRED IN SERIES INTO THE HANDHOLE. 2. FOUR TURNS OF WIRE PER LOOP. 257 18 X77 140 40 DETECTOR SETTING N LOOP NUMBER MODE xTIME SECONDS STOP BAR STOP BAR RESENCE t5 CONTROLLER PASSAGE/EXTENSION TIME SHALL BE SET TO ZERO FOR THE CORRESPONDING PHASE DILEMMA ZONE 35 mph NOT TO SCALE 35 22 X132 1 180 40 tD D 3 DETECTOR SETTING LOOP NUMBER MODE TIME SECONSTOP BAR PRIFIFINC, 1 DS PUI IF 10 PULSE --IQ- STOP BAR CONTROLLER PASSAGE/EXTENSION TIME SHALL BE SET TO ZERO FOR THE CORRESPONDING PHASE DILEMMA ZONE 45 mph NOT TO SCALE 41 257 154 1 217 40 3 DETECTOR SETTING LOOP NUMBER MODE EXTEND TIME SEPI 11 IF CONDS STOP BAR PR-N�F 1 STOP BAR CONTROLLER PASSAGE/EXTENSION TIME SHALL BE SET TO ZERO FOR THE CORRESPONDING PHASE DILEMMA ZONE 55 mph NOT TO SCALE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:43am — M. W Ridgeway A venue and Greyhound Drive Traffic Signal Standard Details N Ridgeway-Greyhound Base.dwg N.14 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"�� Page 190 of 547 HAND HOLE LOCATE BEYOND SHOULDER EDGE OR 3'-6" HAND HOLE BACK OF CURB (TYPICAL) LOCATE BEYOND SHOULDER 9 j EDGE OR 3'-6" BACK OF -0 CURB CURB (TYPICAL) SAW CUT OR PREFABRICATED B B 8'� 11-1 NOTE: DETECTOR LOOP 0 C" SAW CUTS BETWEEN THE LOOPS 0 AND EDGE OF PAVEMENT SHALL �w BE AT LEAST 12" FROM EACH OTHER 2' MI N AND SHALL NOT ENTER CURB z FACE. z o W I B B 9'-0"X 7'-0"LOOP q CURB, OR EDGE OF PAVEMENT q HAND HOLE NOTE: 9' -0" STOP BAR THE CONTRACTOR SHALL INSTALL 3" PIECES OF BACKER ROPE OVER LOOP CONDUCTORS TO HOLD DOWN IN THE SAW CUT. THESE PIECES OF BACKER ROPE PAINTED STOP LINE SHALL BE INSTALLED APPROXIMATELY 15" ON CENTERS ALONG THE SAW CUT LOOP. -0" SAW CUT DETECTOR LOOP TYPICAL LOOP LAYOUT IN ADJACENT LANES - PLAN TYPICAL LOOP LAYOUT IN ONE LANE SAW CUT DETECTOR LOOP DIMENSIONS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTE: 1- INSERT 3/4" CONDUIT IN DRILLED HOLE. 2- SEAL OPENING IN PAVEMENT WITH 3/8" 3/8" APPROVED SEAL . 3- DRILL HOLE 18 INCHES FROM BACK OF SEALANT FILL SEALANT FILL 3/8, CURB. MIN. 3/4" IN CONCRETE MIN. 3/4" IN CONCRETE HAND HOLE 4- DO NOT DRILL IN FACE OF CURB. MIN. 1" IN ASHPALT MIN. 1 IN ASHPALT SEALANT FILL USING o o APPROVED SEALANT o 1/2" BACKER ROPE �� 1/2" BACKER ROPE l �N CONDUCTORS � c� CONDUCTORS 3/4" CONDUIT CONDUCTORS 1/2" BACKER ROPE SECTION B-B CONDUIT THROUGH PAVEMENT - CROSS SECTION SECTION A-A LOOP SAW CUT DETAIL : AT INTERSECTION SECTION A-A LOOP SAW CUT DETAIL : ADVANCE AND SYSTEM LOOPS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:43am — W Ridgeway A venue and Greyhound Drive Traffic Signal Standard Details Ridgeway-Greyhound Base.dwg N.15 NO. REVISION DESCRIPTION APPROVED N DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 N-15 Page 191 of 547 64.8 14.5---9.7i 5 r-21.1---r14.5 10 �I44.8 i 10 49.3 12" LED FLASHING 274 1e 99 �275 -10.717.3 1 5 r-15.6--r10.7- BEACONS 12" LED FLASHING BEACON 8.3�* 32.7 �e8.3 (FLASHED (FLASHED ALTERNATELY) rn ALTERNATELY) 04 21---17.3 X21 BE 00 o W3-4 W3-4 U� B E .n 48"X48" 36"X36" PREPARED —" 15'-6' TO 16'-0' �� PREPARED U�oi 1.5" CONDUITco TO STOP W16-13P E13-6" To 14' W16-13P TO STOP 36"X24" < > FE I30"X18" V V a; I-E J 19i 1 , 12" LED FLASHING BEACON dM (FLASHED ALTERNATELY) WHEN WHEN FLASHING N 6' MIN 6' MIN FLASHING `r' I 9.211.6-42 1.5" CONDUIT .n 20.6 10.7-1-14.610.7 7 30-4' 25.7 5.1 36 5.2 BE PREPARED TO STOP WHEN FLASHING" "BE PREPARED TO STOP WHEN FLASHING" W3-4 & W16-13P SIGN LAYOUT DETAILS ASSEMBLY FOR HIGHER-SPEED ROADWAYS ASSEMBLY FOR LOWER-SPEED ROADWAYS NOT TO SCALE NOT TO SCALE NOT TO SCALE 48.0" ACROSS SIDES 3.8" RADIUS, 1.3" BORDER, 36.0" ACROSS SIDES 2.0" RADIUS, 0.8" BORDER, 0.6" INDENT, BLACK ON YELLOW; 0.6" INDENT, BLACK ON YELLOW; "BE" C 2K; "BE" D 2K; "PREPARED" C 2K "PREPARED" D 2K "TO STOP" C 2K; "TO STOP" D 2K; 2.0" RADIUS, 1.0" BORDER, 0.6" INDENT, BLACK ON 2.0" RADIUS, 0.8" BORDER, 0.6" INDENT, BLACK ON YELLOW YELLOW "WHEN" C 2K; "WHEN" C 2K; "FLASHING" C 2K "FLASHING" C 2K DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. Ma 13,9:43am - Traffic Signal Standard Details N.16 DATE: Y WRidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg I N.16 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 192 of 547 Nzoo, NZ/ — (GRVL sHLDR7 --- (GRVL SHLDR) (cRVL sHLDR) • (GWL SHLDR) — (GWL SHLDR) (GRVL SHLDR) (G—SHLDR: — — (GRJL SHLDR) (GRVL SHLDR) — (GRVL sii. (GRVL SHLDR) (GRJL SHLDR) (GRJL SHLDR) (GRVL SHLDR) (GRVL SHLDR' — G G G G G G G G C 0 10 20 SLW2 & SLW4: STA 15+87, 31.7' LT SLW4: STA 15+99, 31.7' LT DCY4 & CHY8: STA 14+00, 7.0' LT SLW2 & SLW4: STA 15+87, 8.2' LT W RIDGEWAY AVENUE SLW2 & SLW4: STA 15+99, 8.2' LT - - 13+75 14+p 14+ - - - - - 14+75 15+00 15+25 15+50 15+75 1 00 16+25 16+50 - - - — DCY4 & CHY8: STA 14+86, 4.1' RT DCY4: STA 14+00, 7.0' RT SLW2: STA 15+99, 4.6' RT DCY4 & SLW2: STA 14+86, 8.1' RT SLW4: STA 14+86, 32.4' RT I w w w w w w I SLW2: STA 14+86, 45.3' R L - — — SLW2: STA 15+54, 58.0' RT (FD) rr— (FO) (FO) (FO) (FO) y o Ll HH 10 0 SLW2: STA 15+83, 58.0' RT SLW2:STA 15+86, 60.3' RT GHE�G DHEI. DHE HE Ell —..I Ell HE I. --Ell HE Ell —–Ell —DRE1. ­Ell 9-A�!,Fa` - GHEEAs G�FFA —–Ell —GH H N I 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 W RIDGEWAY AVENUE 0 10 20 DLW4: STA 11+03, 31.7' RT SLW4 & DLW4: STA 12+61, 31.5' RT w — — • ca L.,,.Da DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:43am — W Ridgeway Avenue and Greyhound Drive Pavement Markings Plan Ridgeway-Greyhound Base.dwg I P.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •p 'O1 Page 193 of 547 865 W Ridgeway Ave Sta.:10+50 865 R O O EEF W W 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 865 W Ridgeway Ave Sta.:10+25 865 R O W 860 860 8551 1 55 75 -50 -25 0 25 50 75 100 125 865 W Ridgeway Ave Sta.:10+00 865 R O W 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB West RidgewayA venue at Greyhound Drive SHEET NO. May 13,9:44am - - W Ridge way A ve Cross-Sections DATE: Y Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.01 NO I REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 W'01 Page 194 of 547 R 865 W Ridgeway Ave Sta.:11+25 O 865 R O W 2.00°° 860 2'00,__ 860 o% 855 855 -75 -50 -25 0 25 50 75 100 125 865 W Ridgeway Ave Sta.:11+00 R 865 R O W W 860 2 2� 860 85575 -50 -25 0 25 50 75 100 12555 865 W Ridgeway Ave Sta.:10+75 865 R O O W W -2.01-2'01°ogp /1/1 860 2° 2� 860 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB West RidgewayAvenue at Greyhound Drive SHEET NO, May 13,9:44am - - W Ridge way A ve Cross-Sections DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.02 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 W'02 Page 195 of 547 870 W Ridgeway Ave Sta.:12+00 870 R O W 865 R 865 O W �8o 3,98/ X 860 996° 3.s 860 855 855 -75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:11+75 1 870 R O W 865 R 865 O W 2.00oo -a o 2.00% 860 2 o o -a.00/ 860 855 855 -75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:11+50 870 R _ O 865 R W 865 O W 2.00oo -4 0 2.00 860 9 860 a.on 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB West RidgewayAvenue at Greyhound Drive SHEET NO. May 13,9:44am - - W Ridgeway A ve Cross-Sections 03 DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.03 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 ' Page 196 of 547 870 W Ridgeway Ave Sta.:12+75 1 870 R O W 865 865 2.00° -4.00/ -2.00% 860 4.00 860 855855 75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:12+50 1 870 R O W 865 R 865 -2.00°"o -2.00°o 860 ` —°°--°o 860 8551855 75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:12+25 1 870 R O W 865 R 865 O W z.o��o a oi% 2.0 —_ 860 -4.01% 860 18 85575 -50 -25 0 25 50 75 100 12555 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO, DATEY , May 139:44am - - W Ridge way A ve Cross-Sections : Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.04 NO. REVISION DESCRIPTION JAPPROVED1 DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 W'O4 Page 197 of 547 870 W Ridgeway Ave Sta.:13+50 1 870 R O W 865 R 865 0 -2.00° 4.00/ W -2.00°6 860 860 85575 -50 -25 0 25 50 75 100 12555 870 W Ridgeway Ave Sta.:13+25 1 870 R O W 865 L 865 O 2.00° -4.00/ W -2.00% 20 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:13+00 870 R O W 865 — 865 2.00° -4.00/ 20 4.00/ o o o 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB Y , West Ridgeway Avenue at Greyhound Drive SHEET NO. May 139:44am - - W Ridgeway A ve Cross-Sections 05 DATE: Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.05 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 ' Page 198 of 547 870 W Ridgeway Ave Sta.:14+25 870 R O W 865 R 865 Q 2.0000 -4.00 W -2.00% % top 4,007% 860 860 855 855 75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:14+00 870 R O W 865 R - 865 0 2.00oo -4.00/ w -2.00o 2p 860 860 85575 -50 -25 0 25 50 75 100 12555 870 W Ridgeway Ave Sta.:13+75 1 870 R O W 865 R 865 O 2.00oo 4.00/ w 2.00°0 2p 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB West RidgewayAvenue at Greyhound Drive SHEET NO. May 13,9:45am - - W Ridgeway A ve Cross-Sections 06 DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.06 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 199 of 547 W Ridgeway Ave Sta.:15+00 870 870 865R ,� 865 -,.82% -1.71% -3.53% -3.00% O � 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 W Ridgeway Ave Sta.:14+15 87o 870 IN 865 R o�L- 865 1.98°' 3.98/ O °I° -1.98°° W 9�° seo 9 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 W Ridgeway Ave Sta.:14+50 870 870 865 R 865 O 771 -z.-o°° W °oo° 860 860 85575 -50 -25 0 25 50 75 100 12855 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET No. May 13,9:45am W Rid e wa Ave Cross-Sections DATE: y Traffic Safety Improvements g y Ridgeway-Greyhound Base.dwg W.07 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 W.01 Page 200 of 547 870 W Ridgeway Ave Sta.:15+75 870 R O W 865 R 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 870 W Ridgeway Ave Sta.:15+50 870 R O W 865 R 865 O 9. W 860 860 85575 -50 -25 0 25 50 75 100 12555 870 W Ridgeway Ave Sta.:15+25 870 R O W 865 R 865 -0.66%-0.64%-1.17%-0.43% -1.50% -1.15%-0.73%-0.73% Q 10� 66% W 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:45am ' Traffic Safetylmprovements WRidgewayAve Cross-Sections ,O� Ridgeway-Greyhound Base.dwg W.08 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 201 of 547 87o W Ridgeway Ave Sta.:16+50 R 870 O W 865 R 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 87o W Ridgeway Ave Sta.:16+25 R 870 W 865 R 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 870 W Ridgeway Ave Sta.:16+00 870 R O 865 4.00 01 R 10 W 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:45am - - Traffic Safety Improvements W Ridgeway A ve Cross-Sections 09 Ridgeway-Greyhound Base.dwg W.09 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 ' Page 202 of 547 875 W Ridgeway Ave Sta.:17+00 875 870 870 W 865 R 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 875 W Ridgeway Ave Sta.:16+75 875 870 RO 870 W 865 R 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO, May 13,9:46am - - W Ridge way A ve Cross-Sections DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.10 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 W'10 Page 203 of 547 TOTAL 56 uJ PROJECT IDENTIFICATION NUMBER Q N PLANS OF PROPOSED IMPROVEMENTS ON THE CS-TSF-8155(762)--85-07 MURBAN ROAD SYSTEM N PROJECT NUMBERS z M �- 9 TOF-299 w o IOWA DOT:CS-TSF-8155(762)--85-07 CITY OF WATERLOO CONTRACT NUMBER:1019 WEST RIDGEWAY AVENUE AT GREYHOUND DRIVE C:) TRAFFIC SAFETY IMPROVEMENTS 6 co 00 r z IOWA DEPARTMENT OF TRANSPORTATION PROJECT NUMBER: CS-TSF-8155(762)--85-07 co LJJ TRAFFIC SAFETY IMPROVEMENTS LL�L17 Q > SCALES:AS NOTED Lim? O c o a CITY OF WATERLOO PROJECT NUMBER: TOF-291 U) z PROJECT LOCATION I-- U LOCATION MAP U W LJ_ o � Y. '" INDEX OF SHEETS z a I- U O LL +� . s.- NO. DESCRIPTION W J LLGEYVAY AVE[!UE J L Q a A.01 TITLE SHEET O LJJ fY A.02 LEGEND AND DESIGN INFORMATION ■ This road will be open to through traffic during construction.Local traffic to adjacent properties B.01 TYPICAL SEMIONS NS Q Iii • �/ will be maintained. a-oa a 04 GENERALAND UTILITTCONSTNTS AND YNN TFS C.01 ESTIMATED QUANTITIES Traffic control devices,procedures,layouts,signing,and pavement markings installed within the C.02 ESTIMATE REFERENCE INFORMATION O LL limits of this project shall conform to the"Manual on Uniform Traffic Control Devices for Streets C-03-C.09 QUANTITY TABULATIONS ❑ O ❑ ` D.01-D.D4 PLAN VIEW and Highways"as adopted by the Department per 761 of the Iowa Administrative Code(IAC) E.01 REMOVAL PLAN Q ❑ �or Chapter 130. F.01-F,02 GRADING AND EROSION CONTROL SHEETS Z / G.01 HORIZONTAL ALIGNMENT INFORMATION _ J,01 PAVEMENT TRAFFIC CONTROL PLAN K.O U -DL 04 INTERSECTION PLAN N.01-19' ING PLAN O L.1 N.01-1.10 TRAFFIC SIGNAL SHEETS N.11 o.16 TRAFFIC SIGNAL STANDARD DETAILS LJJ W.01-W.10 W Ri GEWAY AVE CROSSPAVEMENT MARKING -SECTIONS 0 � 0 Q W Iz Z W ��Q W \\\\\\4444444444k1.i 111111y/Y I hereby cernpersonal thatsup this engineering I am a duly was prepared I�yes mel under my er SSS I0"!N",�/ h'e laws of that Stale o'siun r Iowa and that i am a duly licensed Professional Engineerender MICHAEL G. G) ❑ g Z DRYDEN z - — 11440 — LJ • • License Number:11440 _ ��J'. •.��� My license renewal dale is December 31.2D20 I— @IOWA ••.... ' �•. V� \ Pages or sheets covered 6y this seal: ONE CALL - 1 W 7i0024Z E9d41 • + '• //fi/41g1111�1011111 ENGINEER:AMENT DESIGN ENGLISH CITY OF WATERLOO BLACK HAWK COUNTY PROJECT NUMBERS:CITY OF WATERLOO:TOF-291,IOWA DOT:CS-TSF-8155(762)--85.07 SHEET NUMBER A.01 Page 204 of 547 LEGEND EXISTING DESCRIPTION PROPOSED EXISTING DESCRIPTION PROPOSED Raw RIGHT OF WAY © CABLE PEDESTAL .S EASEMENT n SIGN n T TES TES TEMPORARY EASEMENT M DETECTABLE WARNING PE PE PE PE PE PROPERTY LINE X 687 ELEVATION X 687 CONSTRUCTION LIMIT 946 GRADE CONTOUR — — —946— BUILDING 946BUILDING LINE FLOW ARROW �f ► — E E E E ELECTRICAL E E E E E HIGH POINT P.. ,P FOP FOP FOP FIBER OPTIC LINE OP OP OP OP 0 TREE (DECIDUOUS) GAS TREE EVERGREEN CIA s^R s^R SANITARY SEWER TREE LINE s1 s, s1 sT STORM SEWER sT sT U U U LANDSCAPING EDGE T TEL TEL TEL TELEPHONE SHRUB w w w w w WATERMAIN w w w w w RETAINING WALL FENCE LINE °�° GUARDRAIL N ry N 1 TELEVISION N N N N N GUY WIRE I ANCHOR RR RR RR RR RAILROAD RR RR RR RR RR P MAILBOX P FLARED END SECTION gR RAILROAD CROSSING RR CATCH BAS I N F-1 INLET INTAKE 0 U SANITARY MANHOLE S O STORM MANHOLE D 0 UTILITY MANHOLE U WATER VALVE J VALVE VAULT ON HYDRANT M1 WATER SERVICE BOX m GAS VALVE ° WEST RIDGEWAY AVENUE DESIGN INFORMATION 3:� LIGHT FIXTURE 3:� ROADWAY CLASSIFICATION:MINOR ARTERIAL STREET LIGHT DESIGN SPEED:45 MPH POWER POLE AADT 2018: 15,770 TELEPHONE PEDESTAL IT DESIGN STORMS INTAKE SPACING:5 YEAR ELECTRIC PEDESTAL [E] DESIGN STORMS PIPE SIZING: 10 YEAR DRAWN BY: MGD APPROVED BY: LDB NIM I West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:40am ' — Traffic Safety Improvements Legend and Design Information Ridgeway-Greyhound Base.dwg I A.02 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 �'O� Page 205 of 547 VARIES 10' 2' TO ±12.50' BT-4 JOINT D 40 °° g ` ° 6"TYPE 'A' GRANULAR SHOULDER 9" PCC — 6" MODIFIED SUBBASE � 5 ` 1 2' +2.5' 6" SUBDRAIN STA 10+73.94 TO STA 12+61 .71 NOTES: ---------- --- 1. SUBDRAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH AND IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLAN, DR-303,TYPE 7A INSTALLATION STA 14+81 .73 TO STA 16+78.09 NOT TO SCALE 44.00' TO 44.98' RT ±12.50' 10' BT-4 JOINT - - -- - - _ — _ 2% 4�% 6"TYPE 'A' GRANULAR SHOULDER 9" PCC 6" MODIFIED SUBBASE �` � 5 1 2' ,±2.5' 6" SUBDRAIN NOTES: 1. SUBDRAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLAN, DR-303,TYPE 7A INSTALLATION STA 12+61 .71 TO STA 14+81 .73 NOT TO SCALE DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:40am ' Typical Sections Ridgeway-Greyhound Base.dwg Traffic Safety Improvements 6.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 B'01 Page 206 of 547 232-10 STANDARD ROAD PLANS Modified The following Standard Road Plans shall be considered applicable to construction work on this project. EMERALD ASH BORER NUMBER DATE SHEETS TITLE BA-401 10/15/19 4 Temporary Barrier Rail(Precast Concrete) BA-500 04/19/16 2 Temporary Crash Cushions Sand Barrel Dispose of all wood material generated as a result of DR-101 04/18/17 1 Pipe Culvert(Bedding and Backfill) clearing and/or grubbing according to the Iowa Department of DR-102 04/21/15 1 Pipe Culvert(Cover and Camber) 103 04/21/15 1 Pipe Culvert(Installation Details) Agriculture and Land Stewardship's Emerald Ash Borer(EAB) DR-104 04/19/16 3 Depth of Cover Tables for Concrete and Corrugated Pipe Quarantine Order. For more information refer to 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 http://www-iowatreepests.com/eab_regulations.htmi. DR-141 04/18/17 1 Pipe Bends and Half Pipe DR-142 04/21/15 1 Culvert Pipe Tee Sections DR-202 04/21/20 3 Low Clearance Concrete Pipe Aprons DR-303 10/17/17 2 Subdrains(Longitudinal) EC-103 04/21/151 Wood Excelsior Mat for Slope Protection EROSION CONTROL EC-201 10/119 6 ISM 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 (SELECTIVE CLEARING) MI-220 10/20/15 3 Detectable Warnings and Pedestrian Ramp PM-110 04/21/20 3 Line Types This Data Entry Sheet fills Tab 232-6 effective 10-18-11 PM-111 04/21/20 2 Symbols and Legends PV-101 04/21/20 8 Joints Selective clearing will be required on this project- Do not remove PV-102 04/21/20 1 2 PCC Curb Details any trees outside of the construction limits without the PV-103 04/21/20 1 Manhole Boxouts in PCC Pavement PV-104 04/21/20 1 Ramped Median Nose Engineer's approval. PV-201 10/15/19 1 Manhole Boxouts in HMA Pavement and HMA Overlays SI-101 04/19/16 1 Locations-Type'A'Signs S-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 SWA02 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 04/21/20 1 Sanitary Sewer Manhole over Existing Sewer SW-401 04/21/20 1 Circular Storm Sewer Manhole SW-402 04/21/20 2 Rectangular Storm Sewer Manhole SW404 04/21/20 2 Rectangular Base/Circular Top Storm Sewer Manhole SW-501 04/21/20 1 Single Grate Intake SW-504 04/21/20 2 Single Grate Intake with Flush-Top Manhole SW-507 04/21/20 2 Single Open-Throat Intake,Small Box SW-509 04/21/20 3 Double Open-Throat Curb Intake,Small Box SW510 04/21/20 3 Double Open-Throat Curb Intake,Large Box SW-512 04/21/20 2 Circular Area Intake SW-513 04/21/20 1 Open-Sided Area Intake SW-514 04/17/18 3 Boxouts for Grate Intakes SW-550 04/17/18 2 Alternate Construction Method(SW-508 and SW-510 Intake) SW-602 04/21/20 2 Castings for Storm Sewer Manholes SW-603 10/16/18 2 Castings for Grate Intakes SW-604 04/21/20 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 04/21/20 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 04/21/20 3 Routes Closed to Traffic TC-402 04/21/15 1 Shoulder Closure(Multi-Lane) TC-418 04/21/20 1 Lane Closure on Divided Highway TC-419 10/16/18 1 Lane Closure on Undivided Highway TC-421 04/21/20 1 Lane Closure with TBR TC-423 10/20/20 1 Closure of Two Adjacent Lanes on Undivided Highway TC-429 10/16/18 1 Closure of Continuous Two-Way Left Tum 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 10/1SO9 1 ISidewalk Diversion DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound DriveSHEET NO. DATE: May 13,9:40am — Traffic Safety Improvements Constraints and Plans Ridgeway-Greyhound Base.dwg I B.02 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762) 85-07 B'02 Page 207 of 547 GENERAL UTILITY NOTES 1. REFER TO TABULATION OF UTILITY GRADE LEVELS IN ACCORDANCE WITH CI/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. DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. Y , General and Utility Notes May 139:40am DATE: Traffic Safety Improvements Ridgeway-Greyhound Base.dwg 6.03 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 B-03- Page 208 of 547 CITY OF WATERLOO GENERAL NOTES TABLE OF QUALITY LEVEL OF UTILITY INVESTIGATION IN ACCORDANCE WITH CUASCE 38-02 CITY FORESTER (319)291-4370 UTILITY OWNER QUALITY LEVEL 1. INSPECTION WILL BE PROVIDED BY AMENT DESIGN IN COOPERATION WITH THE WATERLOO PUBLIC WORKS DEPARTMENT FIRE (319)291-4460,EMERGENCY 911 CONSTRUCTION ENGINEERING DIVISION. PROVIDE A MINIMUM OF 72 HOURS NOTICE PRIOR TO STARTING CONSTRUCTION. TELEPHONE DUCTS(UNDERGROUND) CENTURYLINK C 2. DIMENSIONS,STREET LOCATIONS,UTILITIES AND GRADING ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF DESIGN. POLICE (319)291-4340,EMERGENCY 911 ELECTRIC POLES MIDAMERICAN ENERGY A DEVIATIONS MAY BE NECESSARY IN THE FIELD.ANY SUCH CHANGES OR CONFLICTS BETWEEN THE PLAN AND FIELD DISPATCH(319)291-2515 CONDITIONS SHALL BE REPORTED TO THE CITY INSPECTOR. PUBLIC WORKS (319)291-4267 UNDERGROUND POWER MIDAMERICAN ENERGY C 3. CONFINE ALL CONSTRUCTION ACTIVITY TO THE CONSTRUCTION LIMITS UNLESS OTHERWISE AUTHORIZED BY THE CITY.ALL SANITARY&STORM SEWER (319)291-4553 FIBER OPTIC CENTURYLINK C EASEMENT LIMITS SHALL BE FIELD MARKED AND PROTECTED BY THE CONTRACTOR. EXISTING SANITARY AND STORM SEWER CITY OF WATERLOO B 4. DO NOT STORE EQUIPMENT AND/OR MATERIALS WITHIN PUBLIC RIGHT-OF-WAY ON STREETS AND/OR ALLEYS OPEN TO TRAFFIC (319)291-4440 TRAFFIC.CONTRACTOR SHALL PROVIDE AREAS AS NEEDED FOR STORAGE OF EQUIPMENT AND/OR MATERIALS. WATER (319)232-6280 EXISTING WATER MAIN CITY OF WATERLOO B 5. IF THE CONTRACTOR OBTAINS ADDITIONAL EASEMENTS FOR STORAGE OF EQUIPMENT AND MATERIALS,COPIES OF GAS MAIN MIDAMERICAN ENERGY C AGREEMENTS WITH THE PROPERTY OWNERS SHALL BE PROVIDED TO THE CITY. IOWA ONE CALL 811 EXISTING TRAFFIC SIGNAL FIXTURES CITY OF WATERLOO B 6. WHERE CONTRACTOR EQUIPMENT IS OPERATED ON ANY PORTION OF THE PAVEMENT OR STRUCTURES USED BY TRAFFIC ON UTILITIES OR ADJACENT TO THE SECTION UNDER CONSTRUCTION,THE CONTRACTOR SHALL CLEAN THE PAVEMENT OF ALL DIRT AND EXISTING TRAFFIC SIGNAL CONDUITS CITY OF WATERLOO NONE AT&T (319)250-4085 DEBRIS AT THE END OF EACH DAY'S OPERATIONS,AND AT OTHER TIMES AS DIRECTED BY THE ENGINEER. CABLE TV CENTURYLINK,MEDIACOM C 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE SAFETY INCLUDING FENCING AND SIGNAGE ON SITE AND SHALL COMPLY CENTURY LINK (319)226-3294 WITH ALL STATE, LOCAL AND FEDERAL REGULATIONS. 8. THE CONTRACTOR SHALL COMPLY WITH ALL STATE REGULATIONS REGARDING AIR,WATER AND NOISE POLLUTION. JOINT COMMUNICATIONS (319)286-5491 9. WHERE SECTION OR SUBSECTION MONUMENTS, BENCHMARKS,RIGHT-OF-WAY PINS,OR IRON PIPE MONUMENTS ARE NETWORK ENCOUNTERED,THE CITY SHALL BE NOTIFIED BEFORE SUCH MONUMENTS ARE REMOVED OR DISTURBED.THE CONTRACTOR CITY OF WATERLOO LEISURE (319)291-4370 SERVICES SHALL PROTECT AND CAREFULLY PRESERVE ALL MONUMENTS UNTIL THE CITY AND AUTHORIZED SURVEYOR,OR AGENT,HAS MEDIACOM (855)633-4226,EXT.354 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. MIDAMERICAN ENERGY (888)427-5632 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 PROJECT'S INSPECTOR WITH DAILY RECORD KEEPING INCLUDING DOCUMENTING ALL NECESSARY FIELD LOCATIONS AND MEASUREMENTS.THE CONTRACTOR IS REQUIRED TO ATTEND FINAL AND INTERMEDIATE THESE DESIGN DRAWINGS INCORPORATE UNDERGROUND UTILITY INFORMATION BASED UPON SUBSURFACE UTILITY INSPECTIONS OF THE PROJECT AND IS RESPONSIBLE FOR OPENING ALL MANHOLES FOR INSPECTION. ENGINEERING PRACTICES AND STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE 16. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH CITY STAFF TO AVOID CONFLICTS WITH CITY UTILITY DATA(CI/ASCE 38-02). EVENTS. NO ADDITIONAL COMPENSATION WILL BE MADE FOR COORDINATING SCHEDULES AROUND EVENTS. 17. COORDINATE WITH THE OVERLAY OF GREYHOUND DRIVE. 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. DRAWN BY: MGD APPROVED BY: LDB _ West Ridgeway Avenue at Greyhound Drive General and Utility Notes SHEET NO. May 13,9:40am B 04 DATE: y Traffic Safety Improvements Ridgeway-Greyhound Base.dwg 6.04 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 209 of 547 ESTIMATED PROJECT QUANTITIES ITEM ND ITEM CODE DESCRIPTION UNITS QUANTITY 1 2101-0850001 CLEARING AND GRUBBING ACRE 0.14 2 2102-2710070 EXCAVATION, CLASS 10, ROADWAY ANDBORROW CY 590 3 2105-8425015 TOPSOIL, STRIP, SALVAGE AND SPREAD CY 215 4 2115-0100000 MODIFIED SUBBASE,6 IN. CY 195 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE 5 2301-1032090 PAVEMENT, CLASS C, CLASS 2 SY 1,004 DURABILITY,9 IN. 6 2301-6911722 PORTLAND CEMENT CONCRETE PAVEMENT SAMPLES LS 1 7 2302-7430100 GRANULA R SHOULDERS,TYPE A, 6 IN. TON 220 8 2303-0000100 HOT MIX ASPHALT MIXTURE COMMERCIAL MIX(INCLUDES TON 18 ASPHALT BINDER),AS PER PLAN 9 2401-6745910 REMOVAL OF SIGN EA 2 10 2401-7207010 REMOVAL OF CONCRETE SY 513 11 2416-0100015 APRONS, CONCRETE 15 IN. DIA. EA 2 12 2416-0101036 REMOV E A ND REINSTALL CONCRETE PIPE APRONS LESS THAN OR EA 1 EQUAL TO 36 IN. 13 2416-1160015 CULVERT, CONCRETE ENTRANCE PIPE 15 IN. DIA. LF 174 14 2416-1160024 CULVERT, CONCRETE ENTRANCE PIPE 24 IN. DIA. LF 6 15 2435-0140148 MANHOLE,STORM SEWER,SW-401, 48 IN. EA 2 16 2502-8212106 SUBDRA IN, PLASTIC PIPE,6 IN. LF 624 17 2502-8221303 SUBDRAIN OUTLET, DR-303 EA 2 18 2524-6765010 REMOVEAND REINSTALL SIGN AS PER PLAN EA 4 19 2525-0000100 TRAFFIC SIGNALIZATION LS 1 20 2527-9263118 PAINTED PAVEMENT MARKINGS STA 15.1 21 2527-9263180 PAVEMENT MARKINGS REMOVED STA 2.2 22 2528-8445110 TRAFFICCONTROL LS 1 23 2533-4980005 MOBILIZATION LS 1 24 2601-2634105 MULCHING, BONDED FIBER MATRIX ACRE 0.3 25 2601-2636044 SEEDING AND FERTILIZING(URBAN) ACRE 0.3 26 2602-0000020 SILT FENCE LF 228 27 2602-0000030 SILT FENCE FOR DITCH CHECKS LF 185 28 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS LF 413 29 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECK LF 413 30 2602-0000309 PERIMETER A ND SLOPE SEDIMENT CONTROL DEV ICE 9 IN. DIA. LF 22 31 2602-0000350 REMOVAL OF PERIMETER A ND SLOPE SEDIMENT CONTROL DEVICE LF 22 32 2602-0010010 MOBILIZATIONS, EROSION CONTROL EA 4 33 2602-0010020 MOBILIZATION, EMERGENCY EROSION CONTROL EA 1 DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Estimated Quantities C 01 DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I C.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 210 of 547 ESTIMATED REFERENCE INFORMATION ITEM ITEM CODE ITEM DESCRIPTION NO. Multiple Items All PCC and HN/16, paving and structural concrete Certified Plant Inspection by Contractor per Section 2512 shall be required. items. 1 2101-0850001 CLEARING AND GRUBBING See tabulation on sheet C.03. 2 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 585 CY of excavated material. 3 2105-8425015 TOPSOIL,STRIP, SALVAGEAND SPREAD See tabulation on sheet C.03. 4 2115-0100000 MODIFIED SUBBASE 6 IN. See tabulation on sheet C.04. STANDARD OR SLIP FORM PORTLAND CEMENT See tabulation on sheet C.04. See"D'Sheets. Maturity method shall be used for determining time for opening pavement for use. 5 2301-1032090 CONCRETE PAVEMENT, CLASS C, CLASS 2 Contractor shall perform maturity testing.Certified Rant Inspection by Contractor per Section 2512 shall be required. DURABILITY, 9IN. 7 2302-7430100 GRANULAR SHOULDERS,TY PEA,6 IN. See tabulation on sheet C.04. 8 2303-0000100 HOT MIX ASPHALT MIXTURE COMMERCIAL MIX See tabulation on sheet C.04. (INCLUDES ASPHALT BINDER),AS PER PLAN Item includes removal and salvaging of signs and sign assemblies,including post or posts on w hich signs are mounted, unless indicated otherw ise. Multiple signs mounted on one or more posts w ill be counted as one unit. Engineer w ill determine by count the quantity of signs 9 2401-6745910 REMOVAL OF SIGN to be removed. For quantity by count and signs removed,Contractor shall be paid the contract unit price. See tabulation on sheet C.05.All removed signs and posts shall be stockpiled on site for pick up by Qty personnel. Contractor shall notify Engineer at least 24 hours in advance of removing any sign installation. 10 2401-7207010 REMOVAL OF CONCRETE See tabulation on sheet C.05 11 2416-0100015 APRONS,CONCRETE, 15 IN. DA. See tabulation on sheet C.05 12 2416-0101036 REMOVE AND REINSTALL CONCRETE PIPE APRONS See tabulation on sheet C.05 LESS THAN OR EQUAL TO 36 IN. 13 2416-1160015 CULVERT,CONCRETE ENTRANCE RPE 15 IN. DA. See tabulation on sheet C.06 14 2416-1160024 CULVERT,CONCRETE ENTRANCE RPE 24 IN. DA. See tabulation on sheet C.06 15 2435-0140148 MANHOLE STORM SEWER,SW-401,48 IN. See tabulation on sheet C.06 16 2502-8212106 SUBDRA IN, PLASTIC PIPE, 6 IN. See tabulation on sheet C.06 17 2502-8221303 SUBDRAIN OUTLET, DR-303 See tabulation on sheet C.06 18 2524-6765010 REMOVE AND REINSTALL SIGN AS PER PLAN See tabulation on sheet C.07. 19 2525-0000100 TRAFFIC SIGNALIZATION See tabulation on Sheet N.02. See"N'sheets.Connection to existing handholds shall be incidental. 20 2527-9263118 PAINTED PAVEMENT MARKINGS See tabulation on sheet C.07. See"P'sheets. 21 2527-9263180 PAVEMENT MARKINGS REMOVED See"E"sheets. 22 2528-8445110 TRAFFIC CONTROL See"J"sheets for Traffic Control requirements.All temporary signage is incidental to bid item. 24 2601-2634105 MULCHING, BONDED FIBER MATRIX Hydraulic mulching will be required. Payment for this item shall be based on plan quantity. No measurements w ill be made. 25 2601-2636044 SEEDING AND FERTILIZING(URBAN) Hydraulic seeding w ill be required. Payment for this item shall be based on plan quantity. No measurements w ill be made. 26 2602-0000020 SILT FENCE Silt fence may be required by construction, soil, or w eather conditions, along trenches,around spoil piles,and around soil and top soil stockpiles.See"R"sheets. 27 2602-0000030 SILT FENCE FOR DITCH CHECKS Silt fence may be required by construction, soil, or w eather conditions, along trenches,around spoil piles,and around soil and top soil stockpiles.See"R"sheets. 28 2602-0000071 REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH See"R"sheets CHECKS 29 2602-0000101 MAINTENANCE OF SILT FENCE OR SILT FENCE FOR See"R"sheets DITCH CHECK 30 2602-0000309 PERIMETER AND SLOPE SEDIMENT CONTROL DEV ICE Install Sediment Control Devices at the toe of the foreslope.See"R"sheets. 9 IN. DA. 31 2602-0000350 REMOVAL OF PERIMETERAND SLOPESEDIMENT See"R"sheets CONTROL DEV ICE 32 2602-0010010 MOBILIZATIONS, EROSION CONTROL See"R"sheets. 33 2602-0010020 MOBILIZATION, EMERGENCY EROSION CONTROL See"R"sheets. DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Estimate Reference Information C OZ DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I C.02 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 211 of 547 CLEARING AND GRUBBING 2101-0850001 LOCATION FROM TO AREA STATION OFFSET STATION OFFSET (ACRE) REMARKS 14+28.8 67.1'LT 17+75.1 40.6'LT 0.14 0.14 ACRE EXCAVATION, CLASS 10, ROADWAYAND BORROW 2102-2710070 LOCATION FROM TO VOLUME STATION OFFSET STATION OFFSET (Cy) REMARKS BOP EOP 590 8 CY OF CUT AND 590 CY OF FILL. TOTA L 590 CY (POUNDED) TOPSOIL, STRIP, SALVAGE AND SPREAD 2105-8425015 LOCATION FROM TO VOLUME STATION OFFSET STATION OFFSET (CY) REMARKS BOP EOP 215 ASSUMED 6 INCHES OF TOPSOIL TOTAL 215 CY (ROUNDED) DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am IB- Quantity Tabulations DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg C.03 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 03 Page 212 of 547 SUBBASE, 6" MODIFIED 2115-0100000 LOCATION TO FROM AREA VOLUME STATION OFFSET STATION OFFSET (SY) (CY) REMARKS 10+74.2 31.5'RT 16+78.1 95.9'RT 1145.1 190.8 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C, CLASS 2 DURABILITY, 9 IN. 2301-1032090 LOCATION TO FROM AREA STATION OFFSET STATION OFFSET (SY) REMARKS 10+74.2 31.5'RT 16+78.1 95.9'RT 1003.4 GRANULAR SHOULDERS, TYPE A, 6 IN. 2302-7430100 LOCATION TO FROM AREA DEPTH DENSITY WEIGHT STATION OFFSET STATION OFFSET (SF) (IN) (PCF) (TONS) REMARKS 10+53.3 33.4' RT 15+29.8 95.4' RT 4849.3 6.0 145.0 175.8 15+77.8 95.9' RT 16+78.1 35.0' RT 1043.2 6.0 145.0 37.8 HOT MIX ASPHALT MIXTURE, COMMERCIAL MIX(INCLUDES ASPHALT BINDER), AS PER PLAN 2303-0000100 LOCATION AVG. FROM TO AREA DEPTH DENSITY WEIGHT STATION OFFSET STATION OFFSET (SF) (IN) (PCF) (TONS) REMARKS 15+29.8 95.4'RT 15+77.3 135.9' RT 1916.8 1.50 145.0 17.4 FOR HMA WEDGE ON GREYHOUND DR DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Quantity Tabulations C 04 DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg C.04 DA NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 213 of 547 REMOVAL OF SIGN 2401-6745910 LOCATION MUTCD NO. STATION SIDE CODE/ID SIGN MESSAGE TYPE OF POST NOTE 1 15+14 RT D3-1 "GREYHOUND DR"[White on Green] U-CHANNEL D3-1 "W RIDGEWAYAVE"[White on Green] U-CHANNEL 2 15+89 RT R1-1 .,STOP. U-CHANNEL NOTE 1. SIGNS INA SIGN ASSEMBLY -I.E ,MORE THAN ONE(1)SIGN ON A POST OR POLE-SHALL BE COUNTED AS ONE(1)SIGN FOR PURPOSES OF MEASUREMENT AND PAY MENT. REMOVAL OF CONCRETE 2401-7207010 LOCATION FROM TO AREA AREA STATION OFFSET STATION OFFSET (SF) (SY) REMARKS 14+79.4 32.4'RT 16+78.5 96.0' RT 4611.3 512.4 APRONS, CONCRETE, 15 IN. DIA. 2416-0100015 LOCATION NO. STATION OFFSET REMARKS 1 14+50.5 57.3'LT 2 16+24.6 55.6'LT DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATEY , Traffic Safety Improvements May 139:40am - - Quantity Tabulations : Ridgeway-Greyhound Base.dwg I C.05 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 C-05 Page 214 of 547 CULVERT, CONCRETE ENTRANCE PIPE, 15 IN. DIA SUBDRAIN, PLASTIC PIPE, 6 IN. 2416-1160015 2502-8212106 LOCATION LOCATION FROM TO LENGTH FROM TO LENGTH STATION OFFSET STATION OFFSET (LF) REMARKS STATION OFFSET STATION OFFSET (LF) REMARKS 14+44.7 58.9' LT 16+30.4 57.4'RT 186 10+73.9 33.4'RT 15+29.8 95.4'RT 487 15+77.8 95.9'RT 16+78.1 35.0'RT 137 CULVERT, CONCRETE ENTRANCE PIPE, 24 IN. DIA 2416-1160024 SUBDRAIN OUTLET, DR-303 LOCATION 2502-8221303 FROM TO LENGTH LOCATION STATION OFFSET STATION OFFSET (LF) REMARKS NO. STATION OFFSET REMARKS 1 15+29.25 95.3' RT 15+02.9 70.4' RT 15+08.9 70.7'RT 6 2 15+78.25 95.9' RT MANHOLE, STORM SEWER, SW-401, 48 IN. 2435-0140148 LOCATION No. STATION OFFSET REMARKS 1 14+75.5 50.0'LT 2 16+06.5 50.0'LT DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Quantity Tabulations DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I C.06 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 06 Page 215 of 547 REMOVE AND REINSTALL SIGN AS PER PLAN 2524-6765010 LOCATION MUTCD N0. STATION SIDE CODE/ID SIGN MESSAGE SIZE REMARKS 1 R3 9B "CENTER LA NE'[2-WAY LEFT TURN A RROWSI 24"X 36" 12+26 RT "ONLY" 2 R3-9B "CENTER LANE'[2-WAY LEFT TURN ARROWS] 24"X 36" 14+80 LT "ONLY" 3 15+69 LT W1-7 LARGE DOUBLE ARROW 48"X24" 4 14+87 RT UKNOWN UKNOM DRAWN BY. MGD APPROVED BY: LDB - - West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - Quantity Tabulations C 01 DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg C.07 NO. REVISION DESCRIPTION APPROVED DATE IBWaterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 216 of 547 PAINTED PAVEMENT MARKINGS 2527-9263118 BCY4-BROKEN CENTERLINE(YELLOW 4" BLW4-BROKEN LANE LINE(WFiFFE)4" DCY4-DOUBLE CENTERLINE(YELLOW)4" BLDW8-BROKEN LANE DROP LINE(WFiFFE)8" CHY 8-CHANNELIZING LINE(Y ELLOW)8" SELY4-SOLID EDGE LINE(Y ELLOW)4" SLW4-SOLID LANE LINE(WHITE)4" DLW4-DOTTED LANE LINE(WHITE)4" SLD/V8-SOLID LANE DROP LINE(WHITE)8" SLW2-SOLID STOP LINE(WHITE)24" NPY4-NO PASSING CENTERLINE(Y ELLOW)4" SELW4-SOLID EDGE LINE(WHITE)4" SLW6-SOLID LANE LINE(WHITE)6" CLW8-CHANNELIZING LINE(WHITE)8" CBW6-CROSSWALK BAR(WHITE)30" LOCATION FROM TO BCY4 SELY4 NPY4 BLW4 SLW4 SELW4 DCY4 DLW4 SLW6 BLDW8 SLDW8 CLW8 CHY8 SLVV2 CBW6 STATION OFFSET STATION OFFSET (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (SF) REMARKS 11+03 32' RT 12+61 32'RT 1 158 ON PCC PAV EMENT 12+61 32' RT 14+86 32'RT 226 ON PCC PAVEMENT 14+00 7'LT 14+90 6'RT 90 ON PCC PAV EMENT 14+00 TRT 14+90 6'RT 90 ON PCC PAVEMENT 14+00 6'RT 14+90 6'RT 90 ON PCC PAVEMENT 14+86 8'RT 14+86 45'RT 37 ON PCC PAVEMENT 15+54 58' RT 15+83 58'RT 29 ON PCC PAVEMENT 15+83 58' RT 15+86 60'RT 4 ON PCC PAVEMENT 15+87 32' LT 15+87 8'LT 24 ON PCC PAVEMENT 15+87 32' LT 15+99 32'LT 12 ON PCC PAVEMENT 15+87 8'LT 15+99 8'LT 12 ON PCC PAVEMENT 15+99 8'LT 15+99 5'RT 13 ON PCC PAVEMENT LENGTH SUBTOTAL 0 0 0 0 250 0 180 158 0 0 0 0 90 107 0 LF FOR ALL, EXCEPT SF FOR CBW6 QUANTITY FACTOR 0.25 1.00 1.25 0.25 1.00 1.00 2.00 0.50 1.50 0.67 2.00 1.50 2.00 6.00 3.00 TOTAL 0 0 0 0 250 0 360 79 0 0 0 0 180 642 0 LF FOR ALL, EXCEPT SF FOR CBW6 PAVEMENT MARKINGS REMOVED 2527-9263180 BCY4-BROKEN CENTERLINE(YELLOW)4" BLW4-BROKEN LANE LINE(WHITE)4" DCY4-DOUBLE CENTERLINE(YELLOW)4" BLDW8-BROKEN LANE DROP LINE(WHITE)8" CHY 8-CHANNELIZING LINE(Y ELLOW)8" SELY4-SOLID EDGE LINE(Y ELLOW)4" SLW4-SOLID LANE LINE(WHITE)4" DLW4-DOTTED LANE LINE(WHITE)6" SLDN8-SOLID LANE DROP LINE(WHITE)8" SLW2-SOLID STOP LINE(WHITE)24" NPY4-NO PASSING ZONE LINE(Y ELLOW)4" SELW4-SOLID EDGE LINE(WHITE)4" SLW6-SOLID LANE LINE(WHITE)6" CLW6-CROSSWALK LINE(WHITE)6" CBW6-CROSSWALK BAR(WHITE)30" LOCATION FROM TO BCY4 SELY4 NPY4 BLW4 SLW4 SELW4 DCY4 DLW4 SLVV6 BLDVV8 SLDVV8 CLVV6 CLW8 SLVV2 CBM STATION OFFSET STATION OFFSET (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (LF) (SF) REMARKS 14+00 7'LT 14+86 6'LT 86 14+00 TRT 14+86 8'RT 86 LENGTH SUBTOTAL 0 0 172 0 0 0 0 0 0 0 0 0 0 0 0 LF FOR ALL, INCLUIDNG CBW6 QUANTITY FACTOR 0.25 1.00 1.25 0.25 1.00 1.00 2.00 0.50 1.50 0.67 2.00 1.50 2.00 6.00 3.00 TOTAL 0 0 215 0 0 0 0 0 0 0 0 0 0 0 0 LF FOR ALL, INCLUIDNG CBW6 DRAWN BY: MGD APPROVED BY: LDB I I West Ridgeway Avenue at Greyhound Drive SHEET NO. DATEY , Traffic Safety Improvements May 139:40am - - Quantity Tabulations : Ridgeway-Greyhound Base.dwg I C.08 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 C-08 Page 217 of 547 SILT FENCE 2602-0000020/0000030/0000071/0000101 LOCATION INSTALL SILT MAINTENAN FROM TO INSTALL FENCEFOR CEOFSILT REMOVALOF SILT FENCE DITCH CHECKS FENCE SILT FENCE STATION OFFSET STATION OFFSET (LF) (LF) (LF) (LF) REMARKS 10+57.0 44.8' RT 10+60.6 67.6'RT 27 27 27 11+36.9 43.6' RT 11+37.1 65.4'RT 24 24 24 12+04.3 47.9' RT 12+03.4 64.6'RT 19 19 19 13+04.7 53.2' RT 13+03.9 70.0'RT 19 19 19 14+01.9 55.7' RT 14+01.1 72.4'RT 19 19 19 14+26.8 35.2' LT 14+27.5 65.7'LT 32 32 32 14+28.3 64.7' LT 16+33.4 63.4'LT 203 203 203 14+59.2 55.8' RT 14+57.8 72.5'RT 19 19 19 14+62.3 84.0' RT 14+86.2 87.4'RT 25 25 25 14+89.8 90.7' RT 15+15.1 87.0'RT 26 26 26 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN 2602-0000309/0000350 LOCATION FROM TO INSTALL REMOVAL STATION OFFSET STATION OFFSET (LF) (LF) REMARKS 16+03.8 81.7' RT 16+13.8 64.8'RT 22 22 TOTAL 22 22 LF DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:40am - - Quantity Tabulations DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I C.09 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 C-09 Page 218 of 547 LO N N W Z_ J Row Row ROW Row RDw ROW- Row Row Row Row Row Row Row Row U R 0 10 20 (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (CRJL SHLDR) (GENE SHLDR (GRJL SHLDR) (GRVL SHLDR) (GRVL SHLDR) - (GRVL SHLDR) � (GRVL SHLDR) - (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) 0 G V G V G _- - - - G G .. G - WEST RIDGEWAY AVENUE 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12 75 BEGIN PAVEMENT WIDENING STA 10+73.9, 33.43' RT BEGIN TAPER STA 11+03.1, 33.43' RT II 12.40 M M M W W W w (FO) ) G G C C C C F BEGIN SHOULDER RECONSTRUCTION • ° STA 10+53.3, 40.71' RT 10.00 RffWft R 15 15 15 15 15 15�- 5 � I m V END TAPER ST ST ST ST STA 12+62.7, 44.00' RT ,s3 ROW ROW ROW- �RDw Row ROW———————— ROW LEGEND ROW�ROW R DHE As \ s°w s —°H—S —°H—S PROPOSED TURNING LANE DHEEAE DHE€A$ oHEOHEO °HEa °HEaDHEaRG—w-DH ROW- W W TYPE A GRANULAR SHOULDER Ll 0 N LU ® REMOVE AND REPLACE Z �nFO, 0 H,F-1EXISTINGCONCRETE --- — U (01 FG) roan FO) FG) FO) FD) C) TEMPORARY HMA WEDGE PHE DHE PHE - -- - DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:40am — Traffic Safety Improvements Plan We Ridgeway-Greyhound Base.dwg I D.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 D'01 Page 219 of 547 LO N + 04 + N LO W W ZZ MDH = ROW R°w M°a M°a MGa M°a �Daaa Moa Moa MGa TEL - TEL U Q ❑ Q � TEL —TEL — iEt _ iEt — TEL TEL 0 10 20 TEL TEL iEL TEL TEL TEL TEL TEL �T i TEL TEL ST sT. S 6i SIT ST IT 6 DR, SH DR) - 0 — — (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GINE SHLDR) (GRV4a5HLDR) . L�ry LD. (GRv_" G G G G G G G _ _ — \ WEST RIDGEWAY AVENUE 12+50 12 75 13+00 13+25 13+50 13+75 14+014+ 14+75 15+00 15 25 15+50 12.50 10.00 \...,,,.,. W 0-1 R50.00 0 LEGEND \ �'— ------�-- ❑ °IE�E EEas °HEE� —°IE — —011EAS —°IEEas — GHEEas —°IE s —°HEE� —°HEEA= —°HEE —°HEE —°IE — °HEE� PROPOSED TURNING LANE °HES _ °H REINSTALL 24" RCP APRON w ❑ TYPE A GRANULAR SHOULDER REMOVE EXISTING 24" RCP R°w POWER POLE TO BE PLACED BY OTHERS APRON AND INSTALL 6 LF ❑ REMOVE AND REPLACE R°w 8 OF 24" RCP CULVERT PIPE EXISTING CONCRETE —� R°" G (att Pn) (itt Po) (att Po) - (att PD) (air FG) (an Fo) L — IcITI F.I +,. Fo�.--_ aow R Row TEMPORARY HMA WEDGE F PHE PHE PHE HE PHE\-- PHE PHE PHE PIE PIE PHE DRAWN BY: MGD APPROVED BY: LDB 0 . West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 am — Traffic Safety Improvements Plan View Ridgeway-Greyhound Base.dwg I D.02 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 0.02 Page 220 of 547 LO N + LO Moa w M a oy oy Moa Ga Moa Dn Dn MDa Dn �Da �Da z v ❑ ® ILL ,EL —TEL — TEL — TEL — TEL — EL — TEL — TEL Q --- .FL - TEL — TEL — ,EL ,FL rEL — ,EL — .EL .FL ,FL 0 10 20 F IT IT s, IT IT ST IT G. IT ET IT ET ==@POO (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL 5 (G—SHLDR) WEST RIDGEWAY AVENUE 14+75 15+00 15- 25 15+50L154+75 1 00W to 16+25 16+50 16+75 17+00 17+25 17+50 1 I STA 16+78.09, 34.97' RT END PAVEMENT RECONSTRUCTION nvL SH GRVL SHLDR (cRVL SHLDR) (cRVL SHLDR) (cmL SHLDR) (cRVL sHLDre) cRVL SHL 0. (GRVL SHLDR) (FD) (FO) D, CONSTRUCT SHOULDER (FO) (GO) (Fa) (Fo) F(FOJ (Fo) �� :=0) (FD) (FO) (FD) (FO) (FO) Qi V L G fi I DIY �' £ 0 OHE E.�.S OHE — OHEE S OHF G —GHEEA�!HE� OHEEAG — off —DHE G — G oHECns —GHFEAs — OHEE G —OHEE G —DHEEAG oHEEAs — D —�EEAs_ _ __ CLEAN OUT DEBRIS IN EXISTING LEGEND O CULVERTS, INCIDENTAL ❑ PROPOSED TURNING LANE TYPE A GRANULAR SHOULDER _ iGltt FD) FO1 (Cltt FD) (Cltt FO) (Gltt FO) (CM FJ) (CRY FD) (m ) - -r FO (Cltt FO) (Cltt FO) I O $ (CI FO) (Q Fo> (CRY Fo) (CRY FO) — _ — N ❑ REMOVE AND REPLACE EXISTING CONCRETE Row now f I Row I ow now PHE FHL — PnE PHE PHE PHE PHE qHE — FHE PHEW — RHE -P ❑ TEMPORARY HMA WEDGE PHE PHE — —nOw £ now Roe DRAWN BY: MGD APPROVED BY: LDB West RidgewayAvenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 amPlan View Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I D.03 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 D.03 Page 221 of 547 N — — — — — N t - - - - - - - - - - - - - - - z WEST RIDGEWAY AVENUE J 2 U Q 0 10 20 14+ 14+75 15+00 15125 15+50 w 15+75 1 00 16+25 16+50 16+75 17+00 G w w w w I w w w w w w w w R - -N w - - - w 001�"IHLCR (caul s op HE — �E .�E. — oHrEas o�rEas oHE a _aH _ EEas —OHE —OHE —OHE —OHE —OHE —OHE —OHE —OHE —oHEEas —OHE oRE —OHE —OHE _oHEE s —OHEEAs _ORE O o —� G /^J • F I h U L$ V I N cn co) (cin Po) (cin Po) (an PO) (cin Io) Y - (cm Po) (cm Po) s{cm Ro) (cin Po) (an Po) Row (cm Po) (an P - (cm Po) P6)DW ( (cin Io) (cm Po) —� (cm Po) (cin Po) (am Po) —ROW—Row I —Row PH- PHE PHE PHE PHI PHE PHE PHE PIPE PHE PHE U PHE PHE PHE PHE - PHE PHE PHE PHE FHE PHE PHE PHE PHE PHE�1fE� PHE PHE A W RO - � 9 LEGEND 40' ±�. I ❑ PROPOSED TURNING LANE 3 ' p TYPE A GRANULAR SHOULDER REMOVE AND REPLACE TEMPORARY HMA 1:1 EXISTING CONCRETE COMMERCIAL MIX WEDGE, 0"TO 3" THICK p ❑ TEMPORARY HMA WEDGE HE E� HE EAR HE E� .as oHEEAs oHrEAs —oHEEas — oHE�as —aHPEAs —oHEEAs oHEEAR �—oHEEAs —oJDATEiiii HE o —oIPEE� —oHEE� —oRE�R i o o —oHEE- — HE EAE —oHEEAs DRAWN BY: MGD APPROVED BY: LDB _ West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 am Traffic Safety Improvements Plan View Ridgeway-Greyhound Base.dwg D.04 NO. REVISION DESCRIPTION APPROVED ` Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 D'O� Page 222 of 547 N STA 14+29, 67.11' LT PROTECT EXISTING SPLICE BOX STA 15+74, 67.58' LT v v v v ve eveveveveveveve a e a moa moa moa -- --- moa v o v v v v v v v v v v v v v v v-.o--v v v o v o v o v v v v v v v o v o v o v o v o v -v. v _ _ _ _ _ _ __ V v a v o v o 0 0 0 o 0 0 0 0 0 0 -oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — A e e e e e e e e e e e e e e e e e e e e�e a e e e e e ,e-e e e a s e s e s e s e s e e e e e e e e e e e e e e — ,EL TEL --- TE` - - - rRk - TEL TEL TEL T 0 15 30 - v v v v v o o v v v v v v v v v v v v v v v v v v v v v v v v v v v v -a-QE Q . v. TEL — TEL —re ---CLEARING AND GRUBBING e ° e A7A ra °-°-°ITIA".% M`° ° ° b ° ° ° ° ° ° J _ a e e e e e e e e e e e e e e - o v v v v v o v�-v v v v v v o vTELv-�o-i,`v o v r o v o v o v o v o v o 0 0 0 o v o v o v o v v v a v-o-v, o - -- -- -.-_ TEL a e e e e e e e e e e e e RL e� ) e e e e e e e e e e e e e e e e e e e e s e e e e n_e.-e e e e e e e e e e e e e -- reL TEL ° �v�v-A 6vn eve-veoeveveve v°vev �"G1� SF °v°oev°oeveoeveoeveoev°oevevnvnv°snv-eve nvnvcvnvev°v°v°vevevnve°avo-ev°vavcvava9 avavn'a'e v° c n a v a v a v a v Q v-v--v O v a v v v v v v v v v v v v a v v v v 9-Q Q v a Q v v-�-V v-¢ T v—v T lV O v a v a v a v a v a v a v O e e e -e -e a-e a e e e e eveve e e e e e e e e e e e e e n °..a--e e n e e e r e--e a e e s e e e s e s e e e e e e e e e e e e (G e e e e-a-e- awe s e e e e e e e e e e e e --- °vev°vev°vev°vev°vev°vev° ev°vevavev°vev°vevw0v-�TeT�Vev v v v v v v v v v v v v v v v v v v v v v v HFore (GRVL SHLOR) FFA SH�GR) (cr<vL sHLOR) E GZE - OTHERS G G - - -- — — e - -- ( ) — -- -- REMOVE POWER POLE _ — — REMOVE SIGN BY STA 14+30, 41.79' LT BY OTHERS STA 17+75, 40.63' LT WEST RIDGEW AVENUE: / REMOVE AND REINSTALL SIGN REMOVE AND REINSTALL SIGN - - - - - - - - -7- - e / ` r TEL reg a s a s a s a s a s a s a s a s a s a s a e n e.. a s a s a s a s a s e s e s e EP e s A,- TE �J. E/ _ rE o v o 0 o v o v v v v v v o d� 0 0 0 0 o v, v �a. v--y--aW-_A o-E�`o v o r v o v o v o 0 o v v v v v v v v v v v v v v v v v v v- a N ' / - - - - _ TEL ` TEL TEL TEL e e e e e e e e e e e Le e_a {eL a A-�-�=AEPaVva h a Q n A A e A e a e a e a e e e e e a e a a e a a a a a a a a a a a a a a a a a a A vE�v-o-v rriE- ¢-v-vrE v-v v v v v w v v v v v v v v v v v v v v v v o v o v o q o_ v Q �-v o 0 0 0 0 0 0 0 0 0 0 0 o v v v v v v v — e e s e s e s e s s e e e e e e e e-a_e e- a---e e e e e e e e e e e e- e e e s e e e e e e e e e e e e e e e e e e e e-a °vevevevevwevevnve¢evnvnv�evevave avevev°anveoeveoevevevevevavev°v evnvevegnvevevev_e vavev nv°�°vavavavav°v°v°v°v°v°vavavaoavaoavaoavao V v v v v v v v v v v v v v v v v v o v o v o v o v o v o v o o v v o v v v o v o v v v v v v v v v v (GRVL SHLORY— (GRVL sHLOR) e e e e e e e e e e e e e e e e a e e e e e e R e e e e e e SHLDR (GRVL GHL / (OWL sHLOR) ,L sHeoR) _ L H SHLDR) (GRVL SHLDR) E, — � � — S 2A 703 4 S Q STA 14+00 0 15 30 REMOVE 86 LF OF NPY4 161.50 3+00 13+25 13+50 13+7 14 00 4+25 14+50 14+7 5 00 \ 5+ e� o � _ STA 14+00 WEST R DGEWAY AVEN E _ - REMOVE REMOVE 86 LF OF NPY4 - - - - - E EXISTING PCC PAVEMENT - �� 4615 SF w w w w w w w - - — w w -.moww — w —w —ww www w G.L SHLDR — Fo, °) ` \ STA 14+78.99, 32.38' RT I STA 16+78.09, 32.9T RT (FO) ---- (FO) ) GRJL SHLDR GRVL SHLDR ��—_- + u 4' aI (FO) (FO) (FO) (FO) (FO) (F01 ,.� (0 - — - -— --- —Ts— - - - - - - - - __ (FO) (F _ ) (FO) J F)_�(Fo) (Fo) REMOVE POWER POLE REMOVE AND REINSTALL SIGN — - (BY OTHERS) —_ E45 - LUREMOVE SIGN S - --0—_--+a RE- MO— VE SIGN IGN _ OHE— - - EAS °HE— OEA °Ei O OEA DHE ES OHE Es AG - - ° A —OHEEA - OHE- OHE oHEEas - - -- -- -- -- — - _ — - -- °rLEAs �rILEAs ILEAG °r�LEAG �rILEAG �rll °rIL °rl °ILERS -- -- °LEAs °ILEAs °rLEAs °r E Es p EAE rIL �I L �rILE s — Rom — JrILE s �ILEAS �ILEAS R°� REMOVE APRON - - - -- -- G tt FG, Row- ROW 9 Z -- -- ROW PHE c pHE — � �FO) (Gltt F) (Itt FO) (CITY FL) 1� (Cltt FO (Cltt FO) H �R�WItt FO) (GIrT FO) (Gltt FO) �\ (0 \� (C FO) ) / (att FO) (oltt�o( (Gnv F) - t (Gltt Fo) (clry rro) ell o) ura Ens pHE ° Ow -15+29.77,_. T LE s °ILEAs °TI-AG -LEAS °I R °ILEAR LTIL - °IL �E °ILEAs EAs °, EAE °ILEAs - 36' R STA 15 77 93' °ILE s LE11W EAs EAs rILEAG .IL_EAS__= °ILEAs As STA 93. — PHE PHE PHE �GHE FHE + H -- oHE RHF76, 95. T HHF 11E IH- `"` '"` `"` `"` °"` - REMOVE AND REINSTALL SIGN R°w -- -- -- I / r 3 I rc I DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 am - Traffic Safety Improvements Removal Plan E.01 Ridgeway-Greyhound Base.dwg I E.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 223 of 547 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 DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:41 am - - Grading & Erosion Control Sheets F.01 DATE: v W RidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg F.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 224 of 547 N 62� 0+00 10+25 10+50 10+75 +0 11+25 _1+50 11+7� 12+00 M25 12+5�1 +75 1 T+_M 13+25 �3+50 13+ + +5p +7 ,_ 5+00 15+25 15+50 41 1165 861 W RIDGEWAY AVENUE 0 20 40 (FO) �n .. _ - �`TFO�VI-StlLOe— ��R'GE L— (FO) (FO) —_ - `�V)� (OE) (FO (F0) - - (F°) --(f0) CFS-- ---Co) G -- - 9 GRVL SHL°R 861 V V L <FG) FG —(FG) (FD, ° GRVL SHLDR - — — - $ �R _ - 85 R L6"L°R 3 858 - - - -- g 9 ,s - - —°He —GH E RGW- - — », - FA6 I g�0 - - "' - �R g GHeEa6 GHeEa6 —GHE�n6 860 �3- DrILEA6 E 3 _ - --- oHE vs \ / - - oHE EAS _— LTIL EAE_ ura - - oHE S � E _ oHEd4Wu � I - oHeEns ,oHeEAs- - oHEEns _— �--„�EAa - R Row um EA6 '' ura En6urLFws ppssrr�� a Las 9 rn ur L EAs o ura Fns ura Ens T uru Ens unL ens um Ens --- uTI ��Row R V —04 EAE � En6 ao E - -- - GI - HE6 MGa ° —„6 GaY FD tt FG) °� SIL a c� — DrLEA6 — DrI 86 _ — G) tt FG) D L -- — EXE D IL E � — \ D (CITY FO) (G —' FILER tt °) SIL- � DrIL _ -IL LTILEA6 E6 — PHEIL�6 PHE — PHE INSTALLSILT FENCEG �IL�6 �6 �DrIL �f (C(IY�FG) (Ctt FO) - ) ( tt FO) ) \ u11L En6 "/ PHE HEE PHE PHE WJ /^��, IL Ehs _ y\5,�\ - FHE FI �--Tl� LTL EAE UTIL EAE UTIL EAS UTIL EAE PHE — PHE �--PHE - PH "E _- -______ \Y — DTILEAs E6 D,I` DILE E Co- - FHE PHE PHE — PE _ _ „HE — PHE — PHE INSTALL SILT FENCE fINSTALL SILT FENCE _ �- EROSION CONTROL AS DITCH CHECKS AS DITCH CHECKS INSTALL SILT FENCE AND INTAKE PROTECTION BEFORE CONSTRUCTION BEGINS INCLUDING: OHEE15 °„E,n6 — DHE En6 — GHE En6 --PROTECT ALL EXISTING INTAKES NOT BEING REMOVED. — — °IEn6 — °HE,n6 —° a --INSTALL SILT FENCE AT BOTTOM OF SLOPE ALONG —°HEIn —CHEEA6 — CHEEa6 °HEEA6 —°HE 6 —°HE 6 E _ W RIDGEWAY AVE. E. —GHEE 6 —O„E EEA6 0­ 0H­ENSURE ANY TRACKING IS CLEANED UP DAILY. LOCATE CONCRETE WASHOUT IN AREA AND MAINTAIN AS NEEDED. N PROTECT NEWLY CONSTRUCTED INTAKES AS SOON AS STORMWATER CAN FLOW INTO THEM. INSTALL SEEDING/SODDING WITHIN 14 DAYS ONCE CONSTRUCTION IS COMPLETED. INSTALL SILT FENCE AT ROW R��GR�MR�M � MOH�MG TEL TEL TEL — reL rEl TEL IEI --- - --- - --- ---- ---- - - - - - - - - - - - - - - - - - - - - - - TIL TEL TEL TEL — TEL TEL 0 20 40 ---- �` _r L —rEL —rEL — TEL - - TEL INSTALL SILT FENCE - - — r6rsr 6E 6T 6T 6T (GRVL SHLDR) ' (G(G— DR) R VI � � AS DITCH CHECKS S GRL SHIGR> R „HLDR, 0 (—L sHLDR) (GRVL sHLDR) — ——— - - - SH - - - GRVL GHLDRJ G LDR) (GRVL sHLDR) (GRVL SHLDR) (GR/L­11) (1—SHLDR] (GRVL LDR) (GRVL SHL ) ( G — G G - - - - + 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 12+5�1 +75 13-+,M 13+25 �'3+50 13+ +50 �7 ' 5+00 15 25 sHLDR) W (­L sHLDR) (GRVL SHLGR) (GRVL SHLDR) w GRVLSHLDa ----_ (F W W w w GRVL EHL-0. (FO) (FC) (FO) (FO) (FO) (PO) (FO) (FO) (FO) (FO) (PO) (F (FO) - - - - _ (FO) (FO) (FO) — F(� � (FO) — -— — —— (FOJ (FOJ — - INSTALL WATTLE AT MOUTH DR 6HLDR G R "°s b I 1 OF CULVERT APRONS — / — HE En6 HE- HE E GGHE En6 - - ° OH 6 g —o —OHEEA6 —oREEAs —GHEE 6 —GHE 6 DrILEAs LTILE 6 DTILEn6 6 Dr d —GREEA6 —GHEEA6 —GHEEA6 —°"EEn6 —°"€E p LLE DrILEn6 ILEa6 DrILEA6 DrILEA6 —GHE En6 —GHE 6 — GHEE 6 TILEAS D LL E 6 D IL OHE ens °HE Ens ITILEn6 IL Ens UTL EAS UTIL EA6 UTIL EA6 . FC1 tt FO) - w R _ FD) (GI FG) DRAWN BY: BAW APPROVED BY: MGD L' Plan of Improvements SHEET NO. May 13,9:41 am - - Grading & Erosion Control Sheets F �Z DATE: v W RidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg F.02 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 225 of 547 HORIZONTAL ALIGNMENT INFORMATION - W RIDGEWAY AVENUE TYPE LENGTH DIRECTION START START COORDINATES END STATION END COORDINATES STATION NORTHING EASTING NORTHING EASTING LINE 657.81 S88049'34.72" 8+00 3635971 .3142 5215903.5683 14+57.81 3635957.8400 5216561 .2401 LINE 742.19 N88055'24.67" 14+57.81 3635957.8400 5216561 .2401 22+00 3635971 .7800 5217303.3000 DRAWN BY. BAW APPROVED BY: MGD - - Plan of Improvements SHEET NO. DATE: May 13,9:41 am — - HORIZONTAL ALIGNMENT INFORMAT/ON WRidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg I G.01 G.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 226 of 547 THE FOLLOWING TRAFFIC CONTROL STANDARD DETAILS SHALL APPLY IOWA DOT STANDARD ROAD PLANS TC-402 WORK WITHIN 15 FT OF TRAVELED WAY TC-418 LANE CLOSURE ON DIVIDED HIGHWAY TC-419 LANE CLOSURE ON UNDIVIDED HIGHWAY SUDAS STANDARD DRAWINGS 8030.101 TEMPORARY TRAFFIC CONTROL GENERAL INFORMATION 8030.110 LANE CLOSURE ON MULTI-LANE STREET 8030.111 LANE CLOSURE AT AN INTERSECTION 8030.113 CLOSURE OF TURN LANE 8030.116 STREET OR ROAD CLOSURE NOTES: 1. CONTRACTOR SHALL CLOSE GREYHOUND DRIVE AND THE OUTSIDE EASTBOUND LANE OF WEST RIDGEWAY AVENUE. CONTRACTOR SHALL ESTABLISH A DETOUR ON CYCLONE DRIVE FOR THE GREYHOUND DRIVE CLOSURE. 2. CONTRACTOR SHALL PROVIDE AN ARROW BOARD IN ACCORDANCE WITH IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLAN TC-419, FOR THE CLOSURE OF THE OUTSIDE EASTBOUND LANE OF WEST RIDGEWAY AVENUE. 3. WESTBOUND LEFT-TURN LANE OF WEST RIDGEWAY AVENUE SHALL BE CLOSED IN ACCORDANCE WITH SUDAS STANDARD DETAIL, 8030.113. DRAWN BY. BAW APPROVED BY: MGD I I - - Plan of Improvements SHEET NO. May 13,9:41 am - TRAFFIC CONTROL PLAN , 01 DATE: v WRidgewayA venue and Greyhound Drive Ridgeway-Greyhound Base.dwg I J.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 227 of 547 N 0 20 40 RDw RDw RDw RDw RDw TEL — TEL — TEL —TEL — TFL — TEL — TEL — TEL �Ga �Ga �� �Da� � J� TE�— TEL — TEL M— TEL aTEL —TEL — TEL —,E� —TEL (GRVL SHLDR) TEL — TEL �— TEL (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) LDRJ G • (GRJL SHLDR] (GRVL SHLDR) (GRVL SH • (GRJL SHLDR) (GRVL SHLDR] (GRVL SHLDR] (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL SHLDR) (GRVL G G G G G G G G G G G G G G G G G G G G G 113 KID 10+75 + 11+ 5 �1+50 + + + 00 14+25 14+50 14+7 �5 00 15+ BT BT-4 v C BT 4 BT-4 BT-4 BT-4 BT-4 BT-4 BT-4 BT-4 BT-4 r 4 BT r T 4 BT-4 T 4 BT 4 BT-4 rBT 4 BT-4 BT-4 r r S r r O n C) () r N N N N N N CD N C oR LSHLDR GR LSHLOR °�cRifQ Lo �Fo) (�) _ CD r r CD CD CD CD CD CD �2 • D-RyL SHLDR _ - (FO) (FO) (FO) DRVL SHLDR ' ---- l0. — GRVL SHLDR `0) --- (FO) CFO) ( (FO) (F (fy r �- (ro) (Foj (Fo) N N N N •GR�LRHLOR � DRVLSHLDR GRVL SHLDR GRVL SHLDR GRVLRHLOR GRVLRHLOR GR�LSHLOR O• FO)) CD N CD CD CD CID Rows------------ ROH, E \— oHd rAl-- oHE EFs O N N N N N Ens OHIEAs o I 0 Ens E Ens oHEEAE oHEEAE HE OHE `" Row R —oHE Ens —oHE Ens —off OHIEAE —oHE Ens —off UE OHEEAE— -LEAE —oHE Ens nL� oHE Ens unL�,s oHE Ens unL I— um EAR �� nR#s r — LEns r DTIL s a um Ens um Eqs um Ens DnLE R DnLE R DnLEAR — DTLEAR — DnL R WIL n LRo AR nL R DnL R " —R —Ro CD CD CD CID • — (cnv Po> (em Fo) _ Eo) (citt Eo)MEAR uTa Ens (ei (an Fo) (an Fo) (an Fo> (an Fl) (cn Po> (an Po) (an Po) clrr EoYrs (clrr FO) w (clTv P R(an Fo�is-rof F� r (crt�o� aHr Fc) RD RD (cnv Fn) RIW EAR LEns nLEns u Ens LEns \j�\ nL EAR — unL um EAs unLEns — U IEns — um Ens um Ens I unL; E LE S P um Ens uHE HEUTIL PHE PHE PHIL PIE UnL EAR PIE UTE UnL PIE nPHE PHE U PHE nL PHE PHE U HE —p PHE PHE PHE PHE PHE PHE PHE PHE PHE P PHE PHE - �" HE PHE PHE - PHE RQ,N y n Q RDw 0 0 z �D CD3 GHEEnR — —GHEE 01—E —GHEEnR —DHEEaR EEnR GHEE GHEE HE -H—GHEEAR —EAR —EAR OHEEAE OHEEAE OHEEAE -H— °HEPAR —OHEEAE —OHEEAE —GHEE —DHE AR — —GHEE D p 3 rc DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. Ma 13,9:41 am K.01 DATE: Y Traffic Safety Improvements Pavement Jointing Plan Ridgeway-Greyhound Base.dwg K.01 NO. REVISION DESCRIPTION JAPPROVED1 DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 228 of 547 N 0 5 10 WEST RIDGEWAY AVENUE 11+25 11+50 -- 11+75 12+00 - 12+25 STA 10+73.94,33.42'RT T/S=860.61 STA 10+86.31,33.43'RT STA 11+09.18,33.83'RT STA 11+29.39,35.18'RT STA 11+47.50,36.39'RT T/S=860.67 T/S=860.89 T/S=861.07 T/S=861.19 V--7 - - - - STA 11+66.47,37.65'RT - - - - - - - - I - - - - - - MAT�EXISTING'PAVEMENT T/S=861.35 STA 12+09.00,40.49'RT N T/S=861.68 STA 11+88.79,39.14'RT o T/S=861.51 N i VL �R o � Rr � (Fo Ls RR vU� lFo) (Fo) (Fo (r Lo ( (FO o) • RLo cRl o s - oR R S ^ � oR DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 am — Traffic Safety Improvements Intersection Plan 1,0� Ridgeway-Greyhound Base.dwg L.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 229 of 547 N 0 5 10 � \ WEST RIDGEWAY AVENUE 12+00 12+25 11450 12+75 13+00 13+25 i I i MATCH EXISTING PAVEMENT 0 STA 12+09.00,40.49'RT N 1 T/S=861.68 STA 12+28.49,41.85'RT 1 0 T/S=861.88 STA 12+70.18 STA 12+49.73,43.20'RT 44.00'RT \ 166 T/S=862.12 T/S=862.24 tSTA 12+97.32,44.00'RT T/S=862.38 STA 13+40.48,44.00'RT �vvvvv T/S=862.69 (FO o) (,o o a s R.sF z STA 12+83.53,4400'RT • T/S=862.32 STA 13+18.73,44.00'RT T/S=862.53 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:41 am A — Traffic Safety Improvements Intersection Plan Ridgeway-Greyhound Base.dwg I L.02 NO. REVISION DESCRIPTION APPROVED I nATFWaterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 L.02 - Page 230 of 547 N 0 5 10 WEST RI GEWAY AVENUE 13+50 13+75 14 00 14+25 14+75 i MATCH XIST ING PAVEMENT 0 81. N NI STA 13+40.48,44.00'RT STA 13+61.08,44.00'RT T/S=862.69 STA 13+80.33,44.00'RT STA 14+00.79,44.00'RT T/S=862.86 STA 14+20.45,44.00'RT T/S=862.98 T/S=863.10 STA 14+40.50,44.00'RT STA 14+78.92,44.87'RT J T/S=863.23 T/S=863.45 T/S=863.75 o� �F - FO) FO o> c�UvUvUvUvUvUvUvUvUoU oR oa STA 14+59.16,44.09'RT T/S=863.64 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:42am — Traffic Safety Improvements Intersection Plan Ridgeway-Greyhound Base.dwg L.03 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 �'O� Page 231 of 547 N - - - - - - - - - - - WEST RIDGEWAY AVENUE STA 16+59.50, STA 16+78.09, STA 16+38.32,r�c�O�sO�34.89' RT, 865.19 34.97' RT, 865.30 0 5 10 36.53' RT, 864.99 16' STA 16 2p.14, 38.84' RT, 864.83 &4 o 13.5' J o.3°r° - STA 16+04. 1 43.97 T 12' 12' ~1.3° 864.77 864. STA 14+93.66, 46.90' T, 12' 12' 12' 12' 12' 12' „ 864.01 STA 15+94.06, 51.39' RT, 0\0 °, 0 864.75 J� 30 a) o) a) a) - a) - _ F°) °) a (F°) (F°) (F°) (Fa) ova STA 15+05. 5, 51.85' RT, co in `\ 15 n 04 I'd 864.05 � LIR _ �90 N -1.7% -0.8% 00 I � v 864.84 0 STA 1 +16.33 60.83' RT STA 15+85.87, 61.09' RT, v y `° o0 864.17 0 864.53 co F v ' iq ry 00 L�so STA 15+24.31, 2.22' RT, STA 15+ 0.32, 72.71' RT, + It 864.38 864.52 ° 1.7°�° 864.90 1.3°�° HrEAs -°HE -°HE -°H oHEEAs -°HE- �s -°H- -°HEE� °H - HE as -°HEEas - HEE, oHEEas - oHE as °HEE, -°HE�s -°HEE� - oHEEAs o - - 00 vv - - - - - - - -- v w o � O b h iv } �, W Q � 'CPO o 79°46'46.5�� coCA C.0 - LEAs ITI- - .I EAs ".LEAs -L o U-S UT�EAs Ull- - UT - , EAs °.IEEAs � �IEE� �IEE� - �IEE� - �IEE� „r.,. _._ °.I�� ".I�E� ".I °.I p Z -1.8% 864.95 -1.6% "' 88°13'55.5" g • STA 15+28.52, 83.81' RT, STA 15+78.02, 84.07' RT, 0 864.47 0 864.53 N} EOR STA 15+77.86, 87.65' RT, 864.55 50' R 9 O (Itt F°) (Cltt FO) (Cltt FO) - - - - - ,- F.. ---- p,FO) � (CrtY E O (GrtT FO O tt - - c�ltt � _ � -1.9% 2.6°r° 865.00 - °HVA SHLD 50 EOR STA 15+29.77, 95.36' RT, 864.39 (MATPH EXISTING) MATCH VERLAY STA 15+77.76, 95.93' RT, 864.56 (MATCH EXISTING) ROW a ,E s UTEEAs UTLEas UT-1 ,E s UTEEAs E� „n«s UT EAs as I, ROW nEEAs °,IEE s UTL as �. „n ll� - - PHE 0 F PHE PHE PHE PHE PHE P" - i PHE PHE - - PHE PHE PHE PHE OT 2 NOTE: ALL ELEVATIONS ARE TO TOP OF A SLAB, UNLESS NOTED OT ERWISE � I DRAWN BY: MGD APPROVED BY: LDBWest RidgewayAvenue at Greyhound Drive SHEET NO. DATE: May 13,9:42am - Traffic Safety Improvements Intersection Plan Ridgeway-Greyhound Base.dwg IL.04 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 L'04 Page 232 of 547 TRAFFIC SIGNAL LEGEND GENERAL NOTES _*0SIGNAL HEAD W/O BACKPLATE 0 SERVICE ORIGIN 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 SHOULD BE SUBMITTED WITHIN 45 CALENDAR DAYS FROM THE DATE —*D SIGNAL HEAD W/BACKPLATE POST-MOUNTED SIGN OF AWARD OF CONTRACT. OPTICALLY-LIMITING SIGNAL HEAD OVERHEAD SIGN 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 PEDESTRIAN SIGNAL HEAD NEW CONDUIT(TRENCHED) CONSTRUCTION ACTIVITIES. EXISTING SIGNAL HEAD W/BACKPLATE — — — NEW CONDUIT(BORED) THE LOCATIONS AND ELEVATIONS OF ALL FOOTINGS AND HANDHOLES ARE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE ENGINEER. RELOCATED SIGNAL HEAD W/BACKPLATE 2"PVC 2"DIAMETER POLYVINYL CHLORIDE CONDUIT CONNECTION OF PROPOSED CONDUIT TO EXISTING HANDHOLES OR FOUNDATIONS SHALL BE CONSIDERED INCIDENTAL TO PRICE BID FOR CONDUIT. EXISTING PEDESTRIAN SIGNAL HEAD 3"PVC 3"DIAMETER POLYVINYL CHLORIDE CONDUIT A MINIMUM OF ONE(1)SPARE 4-INCH CONDUIT SHALL BE INSTALLED IN CONTROLLER CABINET BASE. CONDUITS SHALL BE EXTENDED ❑ SIGNAL PEDESTAL W/BASE 4"PVC 4"DIAMETER POLYVINYL CHLORIDE CONDUIT THREE(3)FEET BEYOND FOOTING AND CAPPED. SIGNAL POLE WITH MAST ARM W/BASE WIRELESS DETECTOR ALL SIGNAL CABLE SHALL BE CONTINUOUS FROM CONNECTIONS MADE IN THE HANDHOLE COMPARTMENTS OF SIGNAL POLE BASES LUMINAIRE EXTENSION F/7 WIRELESS ACCESS POINT TO THE TERMINAL COMPARTMENT IN THE CONTROLLER CABINET.SPLICING WILL NOT BE PERMITTED IN HANDHOLES UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. VEHICLE DETECTOR LOOP-SAW CUT CMI) MICROWAVE RADAR DETECTOR ALL UNDERGROUND WORK AT LOCATIONS BEING RECONSTRUCTED UNDER THE ROADWAY PORTION OF THIS PROJECT SHALL BE VIDEO OR RADAR DETECTION ZONE (I= VIDEO DETECTION CAMERA 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. HANDHOLE(POLYMER CONCRETE)-24"X 36" (::m TRAFFIC MONITORING CAMERA ALL CONDUITS UNDER EXISTING PAVEMENTS AND SIDEWALKS SHALL BE INSTALLED BY A METHOD THAT MINIMIZES THE AMOUNT OF HANDHOLE(CONCRETE) EVP SENSOR AND CONFIRMATION LIGHT(2-DIRECTION) PAVEMENT AND SIDEWALK REPAIR. CONDUITS UNDER PAVEMENTS SHALL BE PARTIALLY BORED,AS NEEDED,TO CORRESPOND WITH THE CONSTRUCTION STAGING PLANS. (J HANDHOLE(POLYMER CONCRETE)-ROUND EVP SENSOR AND CONFIRMATION LIGHT(1-DIRECTION) SIG SIGNAL SIGNS SHOWN ON"N"SHEETS,ARE INCLUDED IN PAY QUANTITIES FOR TYPE'A,SIGNS. B CONTROLLER CABINET PED PEDESTRIAN IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ORDER AND INSTALL THE MAST ARM POLES IN A MANNER TO ENSURE MINIMUM& 8 COMBINATION ELECTRICAL SERVICE MAXIMUM SIGNAL HEAD CLEARANCES ARE IN ACCORDANCE WITH THE MUTCD REQUIREMENTS AND THAT TOP OF CONCRETE BASE IS PEDESTAL/BATTERY BACK-UP SYSTEM(BBS) PB PEDESTRIAN PUSHBUTTON BETWEEN 2"AND 4"ABOVE GROUND. • PEDESTRIAN PUSH BUTTON-ON SIGNAL POLE SMFO SINGLE MODE FIBER OPTIC F�l REMOTE PEDESTRIAN PUSH BUTTON/POLE GR GROUND WIRE PT PULL TAPE/PULL ROPE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:42am - - Traffic Signal Sheets N 01 DATE: Y W RidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg N.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 233 of 547 100-TS10 ITEM NO. ESTIMATE REFERENCE INFORMATION ANTICIPATED QUANTITIES: Amens 11 CONTROLLER CABINET SHALL BEATCANDSHALL INCLUDE ALL EQUIPMENT NEEDED TO PROVIDE FULLY-OPERATIONAL TRAFFIC SIGNAL SYSTEM, AS SHOWN IN THE PLANS AND SPECIFICATIONS. CONTROLLER SHALL BE FULLY-COMPATIBLEWITH CITY'S INTELIGHTMAXVIEWATMSCENTRAL W RI DG EWAY AVE AND GREYHOUND DR SOFTWARE CONTROLLER SHALL BE FULLY NTCIPAND READILY PERFORM UPLOADAND DOWNLOADTO MAXVIEW. CABINET SHALL INCLUDE ITEM PHOTOCELL AND WIRING TO CONTROL LUMINAIRES MOUNTED ON COMBINATION POLES. TRAFFIC SIGNALS AND LUMINAIRES ON COMBINATION ROLES NO. ITEM DESCRIPTION UNITS QUANTITY SHALL BE METERED USING ONE(1) METER AT THE CONTROLLER CABINET. PRICE SHALL INCLUDE FURNISHING MAXV IEW SOFTWARE LICENSE FOR NEW TRAFFIC SIGNAL CONTROLLER,ACCESSORY EQUIPMENT,CONTROLLER CABINET, TRAFFIC SIGNAL CONTROLLER 1 AND FOUNDATION EACH 1 2-7 ALL VEHICULAR TRAFFIC SIGNAL HEADS SHALL HAVE BACKPLATES. ALL TRAFFIC SIGNAL LAMPS SHALL BE 12-INCH LED. PRCE BID SHALL INCLUDE TRAFFIC SIGNAL HEAD(12-INCH,3-SEC11ON[R-Y-G]WITH LED LENSES AND ALL MOUNTING HARDWARE NEEDED FOR INSTALLATION. 2 BACKPLATE, MAST ARM MOUNTED),AND MOUNTING HARDWARE EACH 5 8-9 REFER TO TRAFFIC SIGNAL LAYOUT AND DETAIL SHEETS FOR LOCATIONS AND DETAILS. TRAFFIC SIGNAL HEAD(12-INCH,3-SEC70N[R-Y-G]WITH LED LENSES AND 10-16 CABLE LENGTHS INCLUDE CABLE IN POLES AND MAST ARMS, WHERE NEEDED. AN ADDITIONAL 5% HAS BEEN ADDED TO CABLE LENGTHS TO 3 BACKPLATE,SIDE OF POLE MOUNTED),AND MOUNTING HARDWARE EACH 2 ACCOMMODATE SLACK IN HANDHOLES. �TRAFFICSIGNAL HEAD(12-INCH,3-SEC11ON[<R-<Y-<G]WITH LED LENSES AND 17 PULL ROPE SHALL BE POLY ETHY LENE WITH A MINIMUM DIAMETER OF 1/4-INCH AND A MINIMUM TENSILE STRENGTH OF 500 POUNDS. 4 BACKPLATE, MAST ARM MOUNTED),AND MOUNTING HARDWARE EACH 2 18 PRICE BID SHALL INCLUDE MID-AMERICAN ENERGY COMPANY CONNECTION FEE AND CONNECTION FROM POWER SUPPLY,AS DIRECTED BY MID- TRAFFIC SIGNAL HEAD(12-INCH,3-SEC11ON[<R-<Y-<G]WITH LED LENSES AND AMERICAN ENERGY COMPANY, INCLUDING FURNISHING AND INSTALLING CABLE CONDUIT, FITTINGS, WEATHER HEAD OR"U"GUARD,AND MOUNTING 5 BACKPLATE,SIDE OF POLE MOUNTED),AND MOUNTING HARDWARE EACH 1 HARDWARE ON SERVICE ROLE ROWER SUPPLY SHALL BE UNDERGROUND FROM ROWER SOURCE TO CONTROLLER CABINET. CONDUIT AND CABLE TRAFFIC SIGNAL HEAD(12-INCH,3-SECTION[R-Y>-G>]WITH LED LENSES AND BETWEEN SERVICE ROLE AND CONTROLLER CABINET ARE INCLUDED IN OTHER TRAFFIC SIGNAL INSTALLATION SUB-ITEMS LISTED. COORDINATION 6 BACKPLATE, MAST ARM MOUNTED),AND MOUNTING HARDWARE EACH 2 WITH MID-AMERICAN ENERGY COMPANY SHALL BE THE CONTRACTORS RESPONSIBILITY. TRAFFIC SIGNAL HEAD(12-INCH,3-SEC11ON[R-Y>-G>]WITH LED LENSES AND 19-22 CONDUIT LENGTHS INCLUDE AN ADDITIONAL 5% FOR CUTTING. 7 BACKPLATE,SIDE OF POLE MOUNTED),AND MOUNTING HARDWARE EACH 2 8 TRAFFIC SIGNAL HANDHOLES,CONCRETE EACH 10 23-26 LOCATIONS AND LENGTHS SHALL BE AS SHOWN ON THE"N'SHEETS. ARMS AND POLES SHALL BE FINISHED IN ACCORDANCE WITH THE STANDARD 9 FIBER OPTIC HANDHOLES EACH 1 SPECIFICATIONS AND'ORSPECIAL PROVISIONS. 10 WIRES AND CABLES, 1C,#3 AWG, ROWER LF 50 25 TBD=TO BE DETERMINED. DEPTH AND STRUCTURAL DESIGN OF PROPOSED FOOTING FOR THIS COMBINATION TRAFFIC SIGNAL POLE WITH DUAL MAST 11 WIRES AND CABLES, 1C,#6 AWG, GROUND LF 2,100 ARMS SHALL BE RESPONSIBILITY OF CONTRACTOR. STRUCTURAL DESIGN OF FOOTING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 12 WIRES AND CABLES, 1C,#10 AWG, LIGHTING LF 1,360 LICENSED IN THE STATE OF IOWA. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR PROPOSED FOOTING DESIGN TO ENGINEER FOR REVIEW AND 13 VARES A ND CA BLES, 3C,#16 AWG,SIGNAL LF 1,380 ACCEPTA NCE PRIOR TO ITS FABRICATION/CONSTRUCTION. 14 WIRES AND CABLES, 2C,#16 AWG,TWISTED, SHIELDED, DETECTOR RUN LF 1,640 27 PRICE BID SHALL INCLUDE FURNISHING AND INSTALLING NEW SIGNS AND NEW MOUNTING HARDWARE ON TRAFFIC SIGNAL ROLES OR MAST ARMS,AS 15 WIRES A ND CA BLES, 5C,#16 AWG,SIGNA L LF 1,180 INDICATED ON"N"S HEFTS. 16 WIRES AND CA BLES, 12C,#16 AWG, SIGNAL LF 630 28 SEE"N'SHEETS FOR LOCATIONS ANDDETAILS. 17 PULL ROPE(PULL TAPE) LF 2,100 29 LUMP SUM PRICE BID SHA LL INCLUDE ALL LABOR, EQUIPMENT,AND MATERIALS NECESSARY TO PROVIDE A COMPLETE VIDEO DETECTION SY STEM 18 POWER SUPPLY EACH 1 (FOR V EHICLE DETECTION AT THE INTERSECTION) INCLUDING ALL MOUNTING HARDWARE,CABLES,AND EQUIPMENT NEEDED WITHIN CONTROLLER 19 CONDUIT, 2-INCH POLYVINYL CHLORIDE(PJC)(TRENCHED) LF 1,110 CABINET. CAMERA SHALL BE WIREDAND SET UPTO ALSO FUNCTION AS AS MONITORING CAMERA. IT SHALL BE MOUNTED ON VERTICAL SHAFT OF 20 CONDUIT, 3-INCH POLYVINYL CHLORIDE(PJC)(TRENCHED) LF 740 TRAFFIC SIGNAL ROLE IN SE CORNER OF INTERSECTION. 21 CONDUIT, 2-INCH POLYVINYL CHLORIDE(PJC)(BORED) LF 110 30 PRICE BID SHALL INCLUDEALL LABOR EQUIPMENT,AND MATERIALS NECESSARY TO FURNISH AND INSTALL AN ADVANCE WARNING FLASHER(AWF) 22 CONDUIT, 3-INCH POLYVINYL CHLORIDE(PJC)(BORED) LF 150 ASSEMBLY THAT IS POWERED AND CONTROLLED BY ELECTRIC CIRCUIT FROM CONTROLLER CABINET. THIS INCLUDES, BUT IS NOT LIMITED TO, TRAFFIC SIGNAL POLE WITH 12-FOOT MAST ARM,AND 3.5-FOOT DIAMETER X 10- FURNISHING AND INSTALLING CONTROLLER CABINET EQUIPMENT,4"X 6"WOOD POST(S),WARNING SIGN, SUPPLEMENTAL PLAQUE,TWO(2)AWF'S, 23 FOOT DEEP FOOTING,AS PER PLAN EACH 1 CONDUIT RUNNING FROM ADJACENT HANDHOLE UP 4"X 6"WOOD POST TO EACH AWF, FITTINGS, MOUNTING HARDWARE, ETC. SEE DETAIL ON"N" SHEETS. CONDUIT FROM CONTROLLER CABINET TO HA NDHOLE ADJACENT TO EACH AWF ASSEMBLY AND CABLE FROM CONTROLLER CABINET TO TRAFFIC SIGNAL POLE COMBINATION, WITH 54-FOOTMASTARM, 25-FOOT EACH AWF ASSEMBLY IS INCLUDED IN OTHER TRAFFIC SIGNAL INSTALLATION SUB-ITEMS LISTED. 24 LUMINAIREARM,AND 3.5-FOOT DIAMETER 16-FOOT DEEP FOOTING,AS PER PLAN EACH 1 31 LUMP SUM PRICE BID SHALL INCLUDE ALL LABOR, EQUIPMENT,AND MATERIALS NECESSARY TO CONNECT NEW TRAFFIC SIGNAL CONTROLLER AND TRAFFIC SIGNAL ROLE COMBINATION, WITH 46-FOOT&20-FOOT MAST ARMS(AT CABINET TO CITY'S EXISTING ADJACENT 96-CT SINGLE-MODE FIBER OPTIC CABLE THIS INCLUDES, BUT IS NOT LIMITED TO,2-INCH DIAMETER HDPE 90 DEGREES), 30-FOOT LUMINAIRE ARM,AND 3.5-FOOT DIAMETER X TBD-FOOT CONDUIT[APPROX. 5 LF], DUPLEX PATCH CORDS[2], HARSH ENVIRONMENT LAY ER 2 MANAGED ETHERNET SWITCH[1]WITH TWO 10km SFP RECEIVERS, 25 DEEP FOOTING,AS PER PLAN EACH 1 FIBER OPTIC FUSION SPLICES[12], FIBER OPTIC TERMINATIONS[12], FIBER SPLICE ENCLOSURE(IN-GROUND)[1], 12-POSITION AND FIBER TERMINATION TRAFFIC SIGNAL ROLE WITH 30-FOOT MAST ARM,AND 3.5-FOOT DIAMETER X 11.0- PANEL[1]. SEE TYPICAL TRAFFIC CABINET TERMINATION DETAIL AND TYPICAL HANDHOLE SPLICE DETAILS ON"N'SHEETS. ALLIP-ADDRESSABLE 26 FOOT DEEP FOOTING,AS PER PLAN EACH 1 DEVICES SHALL BE CONNECTED TO EXISTING FIBER OPTIC NETWORK. IP ADDRESSES SHALL BE AS SHOWN ON PLANS. 27 ISTREET NAME SIGNS, MAST ARM-MOUNTED OR SIGNAL POLE-MOUNTED EACH 1 3 1 -31 ALL QUANTITIES SHOWN IN THE PLANS AND SPECIFICATIONS ARE FOR INFORMATIONAL AND ESTIMATING PURPOSES ONLY. THE CONTRACTOR'S 28 VEHICLE DETECTOR LOOPS, SAW-CUT EACH 8 LUMP SUM BID PRICE FOR TRAFFIC SIGNALIZATION SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY TO PROVIDEA COMPLETE AND 29 VEHICLE DETECTION/TRAFFIC MONITORING SYSTEM, 1-CAMERA, COMPLETE LS 1 FUNCTIONAL TRAFFIC SIGNAL INSTALLATION, IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. VARIATIONS FROM QUANTITIES,AS SHOWN 30 ADVANCE WARNING FLASHER(AWF)ASSEMBLY WITH 48"SIGN EACH 2 IN THIS TABLE SHALL NOT, BY ITSELF, BE CONSIDERED GROUNDS FOR AN EXTRA WORK ORDER/CHANGE ORDER 31 CONNECT TRAFFIC CONTROLLER/CABINET TO EXISTING FIBER OPTIC CABLE LS 1 NOTE SCHEDULE OF UNIT COSTS: WITHIN 30 DAY S OF NOTICE TO PROCEED A ND PRIOR TO A NY PAY MENT BY CONTRACTING A UTHORTY FOR WORK COMPLETED ON PROJECT,CONTRACTOR SHALL COMPLETE A ND FORWA RD TO ENGINEER 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 PAYMENTS 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 APPROVED BY: MGD - - Plan of Improvements SHEET NO. May 13,9:42am - Traffic Signal Sheets N.02 DATE: v WRidgewayA venue and Greyhound Drive Ridgeway-Greyhound Base.dwg I N.02 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762) 85 07 Page 234 of 547 TRAFFIC SIGNAL POLE DATA: W RIDGEWAY AVE AND GREYHOUND DR LE�d MASTARM ' TRAFFIC TRAFFIC 3 LUMINAIRE ARM FOOTING 4 LENGTH OR SIGNAL HEADS SIGNS DIMENSIONS POLE POLE PEDESTAL Location Type Backplate Location Sign Size Sign Mounting Orient- Depth NOTES / REMARKS s TOTAL NO. TYPE HEIGHT Qty On Arm of Provided Qty On Arm (H x V) Area Length Height ation Dia. per Sch. QUANTITY (PB= PUSH BUTTON) (Ft) (Ft) Signal (Y or N) (Ft) (Inches) (Sq Ft) (Ft) (Ft) (Deg) (Ft) (Ft) PROVIDE LONGER-THAN-NORMAL VERTICAL POLE, AS NEEDED 1 SIGNAL 30 1 --- (1)3-section Y 0 --- --- --- --- --- --- 3.5 11.0 (TOP OF POLE FOOTING ELEVATION 1 WILL BE APPROX. 1.8 FEET BELOW ADJACENT ROADWAY CL ELEVATION.) PROVIDE LONGER-THAN-NORMAL COMBINATION 0, 0, 30, 42, VERTICAL POLE, AS NEEDED (5)3-section Y 1 20 78 X 20 10.83 25 30 0 3.5 16.0 (TOP OF POLE FOOTING ELEVATION 1 WILL BE APPROX. 1.9 FEET BELOW ADJACENT ROADWAY CL ELEVATION.) PROVIDE LONGER-THAN-NORMAL VERTICAL POLE, AS NEEDED 3 SIGNAL 12 3 0, 0, 12 (3)3-section Y 1 0 96 X 20 13.33 --- --- --- 3.5 10.0 (TOP OF POLE FOOTING ELEVATION 1 WILL BE APPROX. 2.1 FEET BELOW ADJACENT ROADWAY EDGE ELEVATION.) MOUNT 1 VIDEO DETECTION / TRAFFIC 46'Arm: 46'Arm: MONITORING CAMERA ON POLE; COMBINATION 0, 19, 31, 43 (4)3-section, 46'Arm: 46'Arm: PROVIDE LONGER-THAN-NORMAL 4 SIGNAL/ LIGHTING 46, 20 5 Y 1 10 78 X 20 10.83 30 30 45 3.5 TBD VERTICAL POLE, AS NEEDED 1 (DUAL MAST ARM) 20'Arm: 20'Arm: (TOP OF POLE FOOTING ELEVATION 20 (1)3-section WILL BE APPROX. 1.7 FEET BELOW ADJACENT ROADWAY CL ELEVATION.) NOTES: 1 LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUT TO CENTER OF SIGNAL-TOWARD END OF MAST ARM. DISTANCE OF"0" OR"---" MEANS SIDE OF POLE-MOUNTED. 2 LOCATION REPRESENTS APPROXIMATE LINEAR DISTANCE FROM POLE MEASURED OUT TO CENTER OF SIGN -TOWARD END OF MASTARM. DISTANCE OF "0" OR"-2 MEANS SIDE OF POLE-MOUNTED. 78" X20" AND 96" X20" SIGNS ARE STREET NAME SIGNS. 3 ORIENTATION OF LUMINAIRE ARM REPRESENTS A COUNTERCLOCKWISE ANGLE MEASURED FROM THE CENTERLINE OF THE MAST ARM. 4 CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING TRAFFIC SIGNAL POLE FOOTING DESIGN INDICATED BY TBD (TO BE DETERMINED). INTENDED DIAMETER FOR PROPOSED FOOTING IS INDICATED. TRAFFIC SIGNAL POLE FOOTING DESIGN SHALL BE PREPARED PROFESSIONAL ENGINEER LICENSED IN STATE OF IOWA. 5 TRAFFIC SIGNAL INSTALLATION IS IN ROADWAY SEGMENT WITH RURAL SECTION, 1.E., DRAINAGE DITCHES. SEE NOTES REGARDING PROPOSED TOP OF FOOTING ELEVATIONS WITH RESPECT TO EXISTING ROADWAY CENTERLINE OR EDGE ELEVATIONS. DRAWN BY. BAW APPROVED BY: MGD I I - - Plan o Improvements SHEET NO. May 13,9:42am - Traffic Signal Sheets H 03 DATE: v WRidgeway Avenue and Greyhound Drive Ridgeway-Greyhound Base.dwg I N.03 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, IOWA IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 235 of 547 NEW TRAFFIC SIGNAL HEADS AND PEDESTRIAN PUSH BUTTONS: loo-Ts9 Ament W RIDGEWAY AVE AND GREYHOUND DR W oa MOUNTING Co 2 o w LU � w w " in 00 z O 00 O L � � O w w of0F- 0i:z J w = LU LU F � 0 Q � 3 _ ¢ a a REMARKS 100-TSl 1 J J A M J � � � � ,,; � UJ � ° ° ADVANCE WARNING Ament d z UWJ j LEGEND BASE AND HAND HOLE LOCATIONS: 100-TS2 2 2 4 W RIDGEWAYAVE AND GREYHOUND D Ament F1PROPOSED TURNING LANE OLA:04,05 5 6 00 �OLA � CONTROLLER(CENTER OF FOOTING) oL6:04 ROADWAY APPROACH STATION OFFSET ELEVATION TYPE A GRANULAR SHOULDER OLC:0 6 OLA OLC OLB W Ridgew ay A ve @ 14+75.0 90.00'RT 864.80Oe °" °" Greyhound Dr °a °a REMOVE AND REPLACE POLE 3 EXISTING CONCRETE 12'M.A. PROPOSED SIGNAL PHASING POLE(CENTER OF FOOTING) POLE 22-4 2,� 7-1 NO. STATION OFFSET ELEVATION TEMPORARY HMA WEDGE A PROTECTED PHASE - - - 1 14+85.0 59.0'RT 862.88 _ IT 2 14+85.0 57.0'LT 862.79 T IT e, IT s* e' IT e' ST 4-IT IT3 4-1 3 15+74.0 61.0'LT 863.03 H H 3 4 16+11.0 58.0'RT 863.94 HH 2 HH 1 TRAFFIC 14+89.0 59.2'RT 862.76 HH 2 TRAFFIC 14+89.0 44.7'LT 863.79 _ HH 3 TRAFFIC 15+83.4 44.3'LT 864.47 - - HH 4 TRAFFIC 15+90.2 85.6'RT 863.98 2-2 22 HH 5 TRAFFIC 12+74.0 57.0'RT 861.27 HH 6 TRAFFIC 11+42.0 49.0'RT 860.15 HH 7 TRAFFIC 9+30.9 50.1'RT 859.53 HH 8 TRAFFIC 18+11.0 43.9'LT 865.38 2-3 21 HH 9 TRAFFIC 19+43.0 42.6'LT 866.22 W RIDGEWAY AVENUE II HH 10 TRAFFIC 21+55.0 47.4'LT 866.54 LO HH 11 FIBER OPTIC 14+69.9 94.0'RT 864.56 14+75 5-1 15+00 15+25 15+50 15+75 1 00 51 16+25 16+50 16+75 6G4 61 �I 62 - 6-5 STREET NAME SIGNS d 6-2 SEE SHEET N.10 FOR DETAILS 63 © O _ °Rvs seg a aays S-1 GIA slime W Ridgeway Ave Greyhound Dr \ © VIDEO DETECTION /TRAFFIC MONITORING CAMERA D3-1-RA D3-1-GD 96"X 20" 78"X 20" MLOVAN IV L 20'M.A. 6-1 (1 REQ'D) (2 REQ'D) q OLE 4 TRAFFIC SIGNAL FACES . POLE 1 HH 1 4-2°e NEE°"E�e °"e.s - - "!HE _ Fs -° °SE -�EEAe °HEEAe -°"E -°"E -° ❑ �R ❑ - - pEES F m 0 Z E @G @-G01 y " o H 4 0 10 20 - I - 2-1,2-2,2-3, c°"`F°� �`"°`°� I O °"`°' 5-1,4-3, 4-1,4-2, -- «�N F°> -- ,F°, °�n F°� m 6 5 HH 11 2-4,6-3,6-4, 4-4 6-1,6-2 DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. m DATE: May 13,9:42a - - Traffic Signal Sheets W Ridgeway A venue and Greyhound Drive N Ridgeway-Greyhound Base.dwg N.05 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"O5 Page 237 of 547 N \ 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 2+75 13+00 13+25 0 10 20 6-2 6-4 100-TS3 ?� Ament 6-1 W RIDGEWAY AVENUE 6-3 DETECTOR LOOP LOCATIONS DETECTOR LOOP (CENTER OF LOOP) — — T— — — — -- -— - NO. STATION OFFSET w y- 2-1 19+47.5 24.6'LT 2-2 19+47.5 13.T LT 2-3 18+15.5 25.1'LT D :19 194l Alik: l4i;R 2-4 18+15.5 13.3'LT 6-1 11+37.5 25.6'RT HH 6 R IW- HL R - 6-2 11+37.5 13.4'RT 6-3 12+69.5 25.6'RT HH 5 6-4 12+69.5 13.6'RT NTEL TEL TEL - — TEL TEL TEL TEL TEL TEL TEL TEL - TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL - TEL TEL TEL TEL HH8 HH9 0 10 20 R) (GRVL SHLDR) (GRIL SHLDR) (GRVL SHLDR) (GRIL SHLDR) (RVL SHLDR) (GRIL SHLDR) (GRIL SHS=.' - GRVL SH (GRJL SHLDR) (GRJL SHLDR) (GRVL SHLDR) (GRIL SHLDR) - (GRVL 2-3 W RIDGEWAY AVENUE 2-1 2-4 2-2 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+ +00 19+25 19+50 19+75 20 DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:42am — W Ridgeway Avenue and Greyhound Drive Traffic Signal Sheets N Ridgeway-Greyhound Base.dwg N.06 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"O� Page 238 of 547 N I 9+ 5 9+75 10+00 10+25 +7 10+50 105 11+00 11+25 11+50 11+75 0 10 20 6-2 W RIDGEWAY AVENUE 6-1 FOX (FOJ (FO) (FO G — (FG IAtlO) (y01H5 lANO) 0) (GO) (FO) (FO) (F) ago (w— (FO) =—IPO)(b WH�rT/r8'JJ(FO) / r M M M M M M M M M M M M M M HH 6 HH 7 AWF ASSEMBLY u— �_ — ST sr �3 715 N ,EL — ,EL IL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL EL TEL TEL TTE EL Mo E EL TEL TEL TEL 0 10 20 — — — — — — —HH 10 AWF ASSEMBLY HH 9 Hdr ------------------- � (cRVL sHLGR) (GRVL sHLGR) (GRVL 1111R) (GRVL SH — (GRVL SHLOPL — .L CHLOR, — — — (GRVL SHDR) (GRVL SHLOR) (GRVL SHLDR) (GR'. (GRVL SHLDR) ; 2-1 2-2 W RIDGEWAY AVENUE 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+50 21+75 22+00 DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:42am — ve Traffic Signal Sheets N Ridgeway-Greyhound Base.dwg W RidgewayAvenue and Greyhound Dri N.07 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 '�l Page 239 of 547 N POLE 3 NEW 2" PVC (228 LF TRENCHED) 12'M.A. 2-a NEW 3" PVC (19 LF TRENCHED) 2 -2c (DET) POLE 2 1 -3C#16 AWF 0 10 20 2-1 NEW 3" PVC (1 1- 12c (SIG) GR/PT3 LF TRENCHED) a-3 4-1 1 -5c (SIG) _a GR/PT GR/PT HH 2 HH 3 \ NEW 3" PVC (13 LF TRENCHED) \\— 1- 12c (SIG) NEW 3" PVC (95 LF TRENCHED) GR/PT NEW 3" PVC (19 LF TRENCHED) 1 - 5c(SIG) � NEW 3" PVC (95 LF TRENCHED) 1- 12c (SIG) 3 - 1c (ST LT) 2_2 2 -2c(DET) 1 -5c (SIG) GR/PT < I GR/PT 1 -3C#16 AWF GR/PT 2-3 5-1 NEW 3" PVC (26 LF TRENCHED &69 LF BORED) 2 -2c(DET) GR/PT 6-4 NEW 3" PVC (5 LF TRENCHED) NEW 3" PVC (26 LF TRENCHED & 69 LF BORED) 6-3 1 - 12c (SIG) 2 - 12c (SIG) GR/PT 6-5 2 -5c (SIG) 3 - 1c (ST LT) 1 - 3C#16 AWF 6-2 NEW 2" PVC (220 LF TRENCHED) GR/PT 2 -2c (DET) 1 -3C#16 AWF GR/PT NEW 3" PVC (30 LF TRENCHED) POLE 4 4 -2c (DET) 20'M.A. 6-1 HH 1 GR/PT POLE 1 a-z NEW 3" PVC (36 LF TRENCHED) NEW 3" PVC (30 LF TRENCHED) 1 - 12c (SIG) 3 - 12c (SIG) 1 - 5c(SIG) 2 - 5c(SIG) 3 - 1c (ST LT) 3 - 1c(ST LT) GR/PT 2 -3C#16 AWF GR/PT HH 4 NEW 3" PVC (36 LF TRENCHED) 1 -VIDEO DET/TRFC MNTR GR/PT SERVICE POLE (PROVIDED BY MAEC) NEW 3" PVC (115 LF TRENCHED) NEW 3" PVC (115 LF TRENCHED) 1 -VIDEO DET/TRFC MNTR 1 - 12c (SIG) NEW 2" PVC (15 LF TRENCHED) GR/PT 1 -5c (SIG) 3 - 1c (POWER) 3 - 1c(ST LT) GR/PT GR/PT DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:42am - - Traffic Signal Sheets DATE: v W RidgewayAvenue and Greyhound Drive N Ridgeway-Greyhound Base.dwg N.08 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"O8 Page 240 of 547 N 0 20 40 NEW 2" PVC (149 LF TRENCHED &63 LF BORED) 1 - 3C#16 AWF GR/PT AWF ASSEMBLY 7PVC HH 6 HH 5 HH 1 NEW 2" PVC (133 LF TRENCHED) 1 -2c (DET) NEW 2" PVC (220 LF TRENCHED) 1 -3C#16 AWF 2 -2c (DET) /NEW TRENCHED & 15 LF UP POST) GR/PT 1 - 3C#16 AWF 1 - 3C#16 AWF GR/PT GR/PT SERVICE POLE (PROVIDED BY MAEC) [CONDUIT INCIDENTAL TO AWF ASSEMBLY] NEW 2" PVC (15 LF TRENCHED) 3 - 1c (POWER) GR/PT N NEW 1.5" PVC (5 LF TRENCHED & 15 LF UP POST) NEW 2" PVC (132 LF TRENCHED) 1 - 3C#16 AWF 0 20 40 1 -2c(DET) GR/PT 1 - 3C#16 AWF [CONDUIT INCIDENTAL TO AWF ASSEMBLY] GR/PT NEW 2" PVC (228 LF TRENCHED) NEW 2" PVC (172 LF TRENCHED &42 LF BORED) 2 -2c (DET) 1 - 3C#16 AWF 1 -3C#16 AWF � GR/PT GR/PT HH 10 T -0� 4-1HH 8 HH 9 AWF SIGN HH 3 e-. DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:42am - - Traffic Signal Sheets DATE: v W RidgewayAvenue and Greyhound Drive N Ridgeway-Greyhound Base.dwg I N.09 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"O� Page 241 of 547 y cy^ C-) L0 3.8 7.7 - 9 - 45.1 - - g - - 17.6 = 3.8 96 2.0" Radius, No border, White on, Green; "W"", B 2K; ",Ridgeway", B 2K; ",Ave", B 2K; I C> II l 4-L 50.8 g 10.2 4 78 2.0" Radius, No border, White on, Green; "Greyhound", B 2K; "Dr", B 2K; DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:42am - - Traffic Signal Sheets N 10 DATE: v offs W Ridgeway Avenue and Greyhound Drive Ridgeway-Greyhound Base.dwg N.10 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 242 of 547 LUMINAIRE • SIGNALS AS SHOWN ON PLANS O f A Af O ` 00 O J o ¢ SIGN w 2.0 B.C. 5 X 4.28" 6"(TYPE.) �30" X 36" 15'LUMINAIRE ARM STREET O • NAME SIGN PEDESTRIAN PUSH BUTTON 96"X 24' 1 APPLCAND IGN ABLE)HERE INSULATED GROUNDING BUSHINGS ANCHOR BOLTS - 5/8" X 30" O O 14.75" � VERIFY WITH MANUFACTURER O 3"BY 5" HANDHOLE FRAME AND 4-1/2" O.D. THREADED 2" CHAMFER COVER LOCATED 180 DEGREES FROM SEAMLESS PIPE 2" MIN. e MAST ARM o3" MAX. FINISH GRADE FORM TOP 12" = 12 INCH SIGNALS WITH • M THREADED SQUARE BASE QUICK CONNECTOR o LOUVERED ALUMINUM � 0 WITH HANDHOLE (TYPE. 3/4" PVC o o z BACKPLATES L � 5/8" 4 X 8' MINIMUM m w SIDE OF POLE CAMERA MOUNT COPPER WELD GROUND ROD N SIGN 30" X 36" o -- z NOT TO SCALE s Q z 0 0 i z PEDESTRIAN SIGNAL HEAD PEDESTAL POLE DETAIL a z NOT TO SCALE M SIGN 9"X12" ��❑ NOTE 6 w o a a o —PUSH-BUTTON57< ❑ 0 0 o NOTE 6 SECTION A-A ¢ z_ w � � T MIN 42" TRANSFORMER ANCHOR BOLT PEDESTAL TRAFFIC SIGNAL BASE m MAX 2" BASE NOT TO SCALE CONCRETE • 2"MIN. CLEARANCE OUT OF NOTES: 12-#5 BARS, EQUALLY SPACED GROUND 0 1. FORMING REQUIRED ONLY ABOVE GRADE. 2. R=6 TIMES CONDUIT DIAMETER, MIN. TOP OF PAVEMENT SURFACE 3. 3'-6' DIA. CIRCULAR BASE MAY BE 0 0 3/4" GROUND WIRE DUCT GROUND SURFACE AT POLE LOCATION SUBSTITUTED BY 3'-0"SQUARE BASE. ELLOW 4. NO REBAR WELDS EXCEPT TOP AND BOTTOM BARS. MIN 2' RETROREFLECTIVE BORDER BORDER 1-3" NATES: 2" CONDUITS o NUMBERS AS PER PLANS p 12" p MINIMUM 2 CONDUITS PER BASE. PLAN p TYPICAL 12" SIGNAL HEAD HAS p 1- THE LOADING SHOWN IS MINIMUM REQUIRED FOR MANUFACTURING PURPOSES. PLANS MAY p p ��u�upup� /,Q\ p 12" p LOUVERED BACK PLATE AND MIN. 2" ( % y�v 16" REQUIRE INCREASED LOADING AND POLE SHALL BE MANUFACTURED ACCORDINGLY. SEE RETR❑REFLECTIVE BORDER. LLJJ U V p p SPECIFICATIONS, PLANS, AND QUANTITIES TO SEE IF THE FOLLOWING IS REQUIRED, THE (4 & 5 SECTION HEADS HAVE THE PVC OR SHOWN ON LAYOUT PLANS p 12 p SAME TYPE ASSEMBLY DIMENSIONS, OR CHANGES: MIN 18" p p CONFIGURATION). ONE-SECTION PEDESTRIAN 1-1-PEDESTRIAN SIGNALS MAX 24" o E o SIGNAL HEAD 1-2-PUSH BUTTONS 2"MAX. SIGNAL HEAD BAGKPLATE NOT TO SCALE 1-3-SIGNS 1-4-LUMINAIRE(UNLESS OTHERWISE INDICATED ELSEWHERE LUMINAIRE IS LIGHT EMITTING DIMENSION "A" FOR POLE BASE FINISHED GRADE NOT TO SCALE DIODE (LED)LUMINAIRE TYPE III DISTRIBUTION WITH 120 VOLT MULTI-VOLTAGE NO WITH #4 BARS 1'- 0"(SEE NOTE 4) CONNECTION AND PHOTO ELECTRIC CELL) ARM LENGTH LUMINAIRE LUMINAIRE 3/4" PVC&GROUND ROD 1-5-LUMINAIRE ARM ANGLE WITH MAST ARM EXTENSION EXTENSION s (MIN. 5/8" DIA. BY 8' LONG) 2- SIGNAL HEADS ARE ALUMINUM (FOR LOADING DESIGN). LESS THAN 25' 8' 10' 2-5#BARS EQUALLY SPACED 3- SIGNAL LIGHTS ARE LED. 25'TO UNDER 35' 9' 11' Q 4- SIGNS ARE MADE OF ALUMINUM. MAST ARM 5- BACKPLATES (SIGNAL HEAD BORDERS) ARE LOUVERED ALUMINUM. 35'TO UNDER 40' 10' 12' a, ANCHOR BOLT(TYPE.) 6- MINIMUM 7' IF NO PEDESTRIAN SIGNAL HEADS OR VEHICULAR SIGNS ARE MOUNTED BELOW IT. 40'TO 45' 11' 13 w AS APPROVED AND SUPPLIED BY OVER 45'" 14' '" "' POLE MANUFACTURER � 0 7- MINIMUM CLEARANCE SHALL APPLY TO EVERY ITEM INSTALLED OVER THE PAVEMENT SURFACE. DIMENSIONS FOR VERY LONG ARMS WILL BE VARIES OR 8- VIBRATION DAMPER PLATE IS REQUIRED ON ALL POLES WITH 50 FEET OR LONGER MAST SHOWN SEPARATELY ON THE PLANS WHERE ARMS, AS PER MANUFACTURER'S DESIGN. APPUCABLE. I 3,6, 9- TRANSFORMER BASE IS REQUIRED FOR ALL MAST ARM POLE NTH ARM LENGTH OF UP TO 60 FT. PROFILE CROSS SECTION 0� 1'10° 1'10" 10-A SUITABLE HANDHOLE SHALL BE PROVIDED ON POLES WITH NO TRANSFORMER BASE. THE HANDHOLE SHALL BE ON THE OPPOSITE SIDE OF THE ARM. NOTE: PLAN VIEW OF ANGLE BETWEEN MAST TYPICAL TRANSFORMER BASES MAST POLE BASE DETAILS NO WELDS EXCEPT TOP AND BOTTOM BARS ARM AND LUMINAIRE EXTENSION NOT TO SCALE MAST-ARM POLE DETAIL NOT TO SCALE NOT TO SCALE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: y WRidgewayAvenue and Greyhound Drive Ma 13,9:43am - Traffic Signal Standard Details H " Ridgeway-Greyhound Base.dwg I NA 1 NO. REVISION DESCRIPTION APPROVED DATE � Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 243 of 547 O O O O O O O O O O O 11 O O SIGNAL POLE O -AM- VEHICULAR SIGNAL HEAD Er- 16" PEDESTRIAN SIGNAL HEAD 2 SIGNAL HEADS 2 SIGNAL HEADS 3 SIGNAL HEADS PLAN OF NUMBER AND POSITION OF SIGNAL HEADS ON A POLE FOR MIN LOADING DESIGN SLIP FITTER ASSEMBLY AND PLUMBIZER SETUP CABLE ATTACHED BRACKET ON PEDESTAL POLE NOT TO SCALE NOT TO SCALE NOT TO SCALE CABLE STRAP AROUND THE POLE SIGN COVER WITH "TRAFFIC" IN 2" LETTERING TRAFFIC STREET NAME ATTACHMENT BRACKET TOP VIEW (TYP.) NOT TO SCALE SOLD COVER FIBER OPTIC MARKING MIN. WEIGHT RING AND COVER 155 LBS. NON-SKID SURFACE Cover Bolt FINISH TOP VIEW 23 1/2 x3 Ring Insert 261/2 GRADE Bolt Hole ' LIFT PIN (x3) Diagram F7_221/4"—7 / MINIMUM OPENING 1 1/2" SS Hex Head Bolt CABLE HOOKS 29 1 27 1�¢" 18" MIN. LEAVE SLACK —1 1/8" Washe \-%^`" GROUT AROUND CONDUIT. 2 ,3 COVER ----- ------J; I \'I ,`------------- MAXIMUM PROTRUSION RING /1 20 1/2"-� ALLOWABLE IS 2 INCHES COVER VIEW CORROSION MEASURED FROM THE INNER 36" RESISTANT FACE OF THE HANDHOLE DRAIN INSER 18" MIN. WALL. HOLE CONDUITS 15" ANSI/SCTE Tier 15 (SLOPE TOWARDS HANDHOLE) Vertical: Test Load 22,500 lbs 18" MIN. COARSE Lateral: Test Load 1,200 lbs s ft. AGGREGATE EIA 2000E Stacking � 33" � � g CONCRETE PIPE Supports (x4) Minimum Opening BODY: POLYMER CONCRETE COVER: POLYMER CONCRETE NOTES: SIDE VIEW Weight 195 Its (Minimum) Tolerance +/— 1/8' ANSI / SCTE 1) CABLE HOOKS TO BE INCLUDED INSIDE HAND HOLE AND GALVANIZED IN Date Nov 19 2013 Tier 15 ACCORDANCE WITH CURRENT AASHTO SPECIFICATIONS. 2) DEPENDING ON THE MARKET AVAILABILITY, CONTRACTOR MAY USE AN ALTERNATIVE TYPE OF HANDHOLE OF SIMILAR OR HIGHER VALUE BUT ROUND FIBER OPTIC HANDHOLE PRIOR APPROVAL OF ENGINEER MUST BE OBTAINED. NOT TO SCALE TRAFFIC HANDHOLE NOT TO SCALE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. May 13,9:43am - Traffic Signal Standard Details H �Z DATE: Y W Ridgeway,4 venue and Greyhound Drive Ridgeway-Greyhound Base.dwg N.12 NO. REVISION DESCRIPTION JAPPROVED1 DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 244 of 547 VENT FAN o METER SOCKET AND SERVICE DISCONNECT MECHANISM 2"GALVANIZED CONDUIT FOR POWER SERVICE SHALL BE INSIDE CONCRETE BASE BUT OUTSIDE OF CABINET WALL TYPICAL POWER SERVICE: SIDE OF CABINET NOT TO SCALE ANCHOR CONTROL CABINET BOLTS AS SPECIFIED3" MIN. BY CABINET CON 4" MANUFACTURER CONCRETE SLAB CAULK UNDER CABINET ANCHOR I F - - GROUND ROD BOLT CONDUIT (MIN 18" 2" MAX BELOW SURFACE) -MECHANICAL 1'-6" MIN O CONNECTION jO 4'-0" CONDUIT AS PER PLAN ELECTRICAL SERVICE DUCT TO - TWO 5/8" COPPER CLAD GROUND CONNECT CABINET TO UTILITY ROD. EXTENDING MINIMUM OF COMPANY POWER SUPPLY SOURCE 8' INTO GROUND, 10' APART. CABINET LENGTH + 6" CABINET WIDTH + 4" NOTES: 1- METER SOCKET AND DISCONNECT MECHANISM TO BANDED CONNECTION CONTROLLER CABINET BE INSTALLED BY CONTRACTOR. �--MID HEIGHT OF CABINET 2- METER WILL BE FURNISHED BY UTILITY COMPANY. 3- METER SOCKET SHALL COMPLY WITH LOCAL UTILITY (MID-AMERICAN ENERGY) SPECIFICATIONS 5'-6" 4- CABINET IS TS2 TYPE 1 5- CABINET SHALL COME WITH AN INSTALLED POWER STRIP WITH AT LEAST 4 OUTLETS. 6- CABINET SHALL HAVE A HARDENED ETHERNET SWITCH WITH AT LEAST 5 ETHERNET PORTS. CONTROL CABINET AND FOOTING DETAIL CABINET MOUNTED ON A MAST-ARM POLE NOT TO SCALE NOT TO SCALE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:43am — W Ridgeway Avenue and Greyhound Drive Traffic Signal Standard Details N Ridgeway-Greyhound Base.dwg N.13 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"13 Page 245 of 547 \/ LOOPS WITH SAME NUMBER TO BE CONNECTED T �II/x�Jl; TO A SEPARATE AMPLIFIER AND WIRED IN SERIES INTO THE HANDHOLE. 2. FOUR TURNS OF WIRE PER LOOP. 257 18 X77 140 40 DETECTOR SETTING N LOOP NUMBER MODE xTIME SECONDS STOP BAR STOP BAR RESENCE t5 CONTROLLER PASSAGE/EXTENSION TIME SHALL BE SET TO ZERO FOR THE CORRESPONDING PHASE DILEMMA ZONE 35 mph NOT TO SCALE 35 22 X132 1 180 40 tD D 3 DETECTOR SETTING LOOP NUMBER MODE TIME SECONSTOP BAR PRIFIFINC, 1 DS PUI IF 10 PULSE --IQ- STOP BAR CONTROLLER PASSAGE/EXTENSION TIME SHALL BE SET TO ZERO FOR THE CORRESPONDING PHASE DILEMMA ZONE 45 mph NOT TO SCALE 41 257 154 1 217 40 3 DETECTOR SETTING LOOP NUMBER MODE EXTEND TIME SEPI 11 IF CONDS STOP BAR PR-N�F 1 STOP BAR CONTROLLER PASSAGE/EXTENSION TIME SHALL BE SET TO ZERO FOR THE CORRESPONDING PHASE DILEMMA ZONE 55 mph NOT TO SCALE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:43am — M. W Ridgeway A venue and Greyhound Drive Traffic Signal Standard Details N Ridgeway-Greyhound Base.dwg N.14 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •"�� Page 246 of 547 HAND HOLE LOCATE BEYOND SHOULDER EDGE OR 3'-6" HAND HOLE BACK OF CURB (TYPICAL) LOCATE BEYOND SHOULDER 9 j EDGE OR 3'-6" BACK OF -0 CURB CURB (TYPICAL) SAW CUT OR PREFABRICATED B B 8'� 11-1 NOTE: DETECTOR LOOP 0 C" SAW CUTS BETWEEN THE LOOPS 0 AND EDGE OF PAVEMENT SHALL �w BE AT LEAST 12" FROM EACH OTHER 2' MI N AND SHALL NOT ENTER CURB z FACE. z o W I B B 9'-0"X 7'-0"LOOP q CURB, OR EDGE OF PAVEMENT q HAND HOLE NOTE: 9' -0" STOP BAR THE CONTRACTOR SHALL INSTALL 3" PIECES OF BACKER ROPE OVER LOOP CONDUCTORS TO HOLD DOWN IN THE SAW CUT. THESE PIECES OF BACKER ROPE PAINTED STOP LINE SHALL BE INSTALLED APPROXIMATELY 15" ON CENTERS ALONG THE SAW CUT LOOP. -0" SAW CUT DETECTOR LOOP TYPICAL LOOP LAYOUT IN ADJACENT LANES - PLAN TYPICAL LOOP LAYOUT IN ONE LANE SAW CUT DETECTOR LOOP DIMENSIONS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTE: 1- INSERT 3/4" CONDUIT IN DRILLED HOLE. 2- SEAL OPENING IN PAVEMENT WITH 3/8" 3/8" APPROVED SEAL . 3- DRILL HOLE 18 INCHES FROM BACK OF SEALANT FILL SEALANT FILL 3/8, CURB. MIN. 3/4" IN CONCRETE MIN. 3/4" IN CONCRETE HAND HOLE 4- DO NOT DRILL IN FACE OF CURB. MIN. 1" IN ASHPALT MIN. 1 IN ASHPALT SEALANT FILL USING o o APPROVED SEALANT o 1/2" BACKER ROPE �� 1/2" BACKER ROPE l �N CONDUCTORS � c� CONDUCTORS o 3/4" CONDUIT CONDUCTORS 1/2" BACKER ROPE SECTION B-B CONDUIT THROUGH PAVEMENT - CROSS SECTION SECTION A-A LOOP SAW CUT DETAIL : AT INTERSECTION SECTION A-A LOOP SAW CUT DETAIL : ADVANCE AND SYSTEM LOOPS NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:43am — W Ridgeway A venue and Greyhound Drive Traffic Signal Standard Details Ridgeway-Greyhound Base.dwg I N.15 NO. REVISION DESCRIPTION APPROVED N DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 N-15 Page 247 of 547 64.8 14.5---9.7i 5 r-21.1---r14.5 10 �I44.8 i 10 49.3 12" LED FLASHING 274 1e 99 �275 -10.717.3 1 5 r-15.6--r10.7- BEACONS 12" LED FLASHING BEACON 8.3�* 32.7 �e8.3 (FLASHED (FLASHED ALTERNATELY) rn ALTERNATELY) 04 21---17.3 X21 BE 00 o W3-4 W3-4 U� B E .n 48"X48" 36"X36" PREPARED —" 15'-6' TO 16'-0' �� PREPARED U�oi 1.5" CONDUITco TO STOP W16-13P E13-6" To 14' W16-13P TO STOP 36"X24" < > FE I30"X18" V V a; I-E J 19i 1 , 12" LED FLASHING BEACON dM (FLASHED ALTERNATELY) WHEN WHEN FLASHING N 6' MIN 6' MIN FLASHING `r' I 9.211.6-42 1.5" CONDUIT .n 20.6 10.7-1-14.610.7 7 30-4' 25.7 5.1 36 5.2 BE PREPARED TO STOP WHEN FLASHING" "BE PREPARED TO STOP WHEN FLASHING" W3-4 & W16-13P SIGN LAYOUT DETAILS ASSEMBLY FOR HIGHER-SPEED ROADWAYS ASSEMBLY FOR LOWER-SPEED ROADWAYS NOT TO SCALE NOT TO SCALE NOT TO SCALE 48.0" ACROSS SIDES 3.8" RADIUS, 1.3" BORDER, 36.0" ACROSS SIDES 2.0" RADIUS, 0.8" BORDER, 0.6" INDENT, BLACK ON YELLOW; 0.6" INDENT, BLACK ON YELLOW; "BE" C 2K; "BE" D 2K; "PREPARED" C 2K "PREPARED" D 2K "TO STOP" C 2K; "TO STOP" D 2K; 2.0" RADIUS, 1.0" BORDER, 0.6" INDENT, BLACK ON 2.0" RADIUS, 0.8" BORDER, 0.6" INDENT, BLACK ON YELLOW YELLOW "WHEN" C 2K; "WHEN" C 2K; "FLASHING" C 2K "FLASHING" C 2K DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. Ma 13,9:43am - Traffic Signal Standard Details N.16 DATE: Y WRidgewayAvenue and Greyhound Drive Ridgeway-Greyhound Base.dwg I N.16 NO. REVISION DESCRIPTION JAPPROVEDI DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 248 of 547 Nzoo, NZ/ — (GRVL sHLDR7 --- (GRVL SHLDR) (cRVL sHLDR) • (GWL SHLDR) — (GWL SHLDR) (GRVL SHLDR) (G—SHLDR: — — (GRJL SHLDR) (GRVL SHLDR) — (GRVL sii. (GRVL SHLDR) (GRJL SHLDR) (GRJL SHLDR) (GRVL SHLDR) (GRVL SHLDR' — G G G G G G G G C 0 10 20 SLW2 & SLW4: STA 15+87, 31.7' LT SLW4: STA 15+99, 31.7' LT DCY4 & CHY8: STA 14+00, 7.0' LT SLW2 & SLW4: STA 15+87, 8.2' LT W RIDGEWAY AVENUE SLW2 & SLW4: STA 15+99, 8.2' LT - - 13+75 14+p 14+ - - - - - 14+75 15+00 15+25 15+50 15+75 1 00 16+25 16+50 - - - — DCY4 & CHY8: STA 14+86, 4.1' RT DCY4: STA 14+00, 7.0' RT SLW2: STA 15+99, 4.6' RT DCY4 & SLW2: STA 14+86, 8.1' RT SLW4: STA 14+86, 32.4' RT I w w w w w w I SLW2: STA 14+86, 45.3' R L - — — SLW2: STA 15+54, 58.0' RT (FD) rr— (FO) (FO) (FO) (FO) y o Ll HH 10 0 SLW2: STA 15+83, 58.0' RT SLW2:STA 15+86, 60.3' RT GHE�G DHEI. DHE HE Ell —..I Ell HE I. --Ell HE Ell —–Ell —DRE1. ­Ell 9-A�!,Fa` - GHEEAs G�FFA —–Ell —GH H N I 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 W RIDGEWAY AVENUE 0 10 20 DLW4: STA 11+03, 31.7' RT SLW4 & DLW4: STA 12+61, 31.5' RT w — — • ca L.,,.Da DRAWN BY: BAW APPROVED BY: MGD Plan of Improvements SHEET NO. DATE: May 13,9:43am — W Ridgeway Avenue and Greyhound Drive Pavement Markings Plan Ridgeway-Greyhound Base.dwg I P.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 •p 'O1 Page 249 of 547 865 W Ridgeway Ave Sta.:10+50 865 R O O EEF W W 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 865 W Ridgeway Ave Sta.:10+25 865 R O W 860 860 85575 -50 -25 0 25 50 75 100 12555 865 W Ridgeway Ave Sta.:10+00 865 R O W 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:44am - - W Ridge way A ve Cross-Sections DATE: Y Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.01 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 W'01 Page 250 of 547 R 865 W Ridgeway Ave Sta.:11+25 O 865 R O W 2.00°° 860 2'00,__ 860 o% 855 855 -75 -50 -25 0 25 50 75 100 125 865 W Ridgeway Ave Sta.:11+00 R 865 R O W W 860 2 2� 860 85575 -50 -25 0 25 50 75 100 12555 865 W Ridgeway Ave Sta.:10+75 865 R O O W W -2.01-2'01°ogp /1/1 860 2° 2� 860 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB West RidgewayAvenue at Greyhound Drive SHEET NO, DATEY , Traffic Safety Improvements May 139:44am - - W Ridge way A ve Cross-Sections : Ridgeway-Greyhound Base.dwg W.02 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 W'02 Page 251 of 547 870 W Ridgeway Ave Sta.:12+00 870 R O W 865 R 865 O W �8o 3,98/ X 860 996° 3.s 860 855 855 -75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:11+75 1 870 R O W 865 R 865 O W 2.00oo -a o 2.00% 860 2 o o -a.00/ 860 855 855 -75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:11+50 870 R _ O 865 R W 865 O W 2.00oo -4 0 2.00 860 9 860 a.on 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB West RidgewayAvenue at Greyhound Drive SHEET NO. May 13,9:44am - - W Ridgeway A ve Cross-Sections 03 DATE: Y Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.03 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 ' Page 252 of 547 870 W Ridgeway Ave Sta.:12+75 1 870 R O W 865 865 2.00° -4.00/ -2.00% \� 860 4.00 860 855 1855 75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:12+50 1 870 R O W 865 R 865 2.00°"o -2.00°o 860 ` —°°00 860 855 1855 75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:12+25 1 870 R O W 865 R 865 O W z.o��o a oi% 2.0 —_ 860 -4.01% 860 18 85575 -50 -25 0 25 50 75 100 12555 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATEY , Traffic Safety Improvements May 139:44am - - W Ridge way A ve Cross-Sections : Ridgeway-Greyhound Base.dwg W.04 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 �'O� Page 253 of 547 870 W Ridgeway Ave Sta.:13+50 1 870 R O W 865 R 865 2.00° -4.00/ w -2.00°6 860 860 855 855 75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:13+25 1 870 R O W 865 L 865 O 2.00° 4.00/ W 2.00% 20 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 870 W Ridgeway Ave Sta.:13+00 870 R O W 865 865 2.00° -4.00/ 20 4.00/ o o 860 860 855 J 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB Y , West RidgewayAvenue at Greyhound Drive SHEET NO. May 139:44am - - W Ridgeway A ve Cross-Sections 05 DATE: Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.05 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 ' Page 254 of 547 870 W Ridgeway Ave Sta.:14+25 870 R O W 865 R 865 Q 2.0000 -4.00 W -2.00% % top 4,007% 860 860 85575 -50 -25 0 25 50 75 100 12555 870 W Ridgeway Ave Sta.:14+00 870 R O W 865 R 865 0 2.00oo 4.00/ 2.00°/ w 2p 860 860 85575 -50 -25 0 25 50 75 100 12555 870 W Ridgeway Ave Sta.:13+75 1 870 R O W 865 R 865 O 2.00oo 4.00/ w 2.00°0 2p 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB West RidgewayAvenue at Greyhound Drive SHEET NO. DATEY Ma 13,9:45am - - W Ridgeway A ve Cross-Sections 06 : Traffic Safety Improvements Ridgeway-Greyhound Base.dwg W.06 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 ' Page 255 of 547 W Ridgeway Ave Sta.:15+00 870 870 865R ,� 865 -,.82% -1.71% -3.53% -3.00% O � 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 W Ridgeway Ave Sta.:14+15 87o 870 IN 865 R o�L- 865 1.98°' 3.98/ O °I° -1.98°° W 9�° seo 9 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 W Ridgeway Ave Sta.:14+50 870 870 865 R 865 O 771 -z.-o°° W °oo° 860 860 85575 -50 -25 0 25 50 75 100 12855 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET No. May 13,9:45am W Rid e wa Ave Cross-Sections DATE: y Traffic Safety Improvements g y Ridgeway-Greyhound Base.dwg W.07 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 W.01 Page 256 of 547 870 W Ridgeway Ave Sta.:15+75 870 R O W 865 R 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 870 W Ridgeway Ave Sta.:15+50 870 R O W 865 R 865 O 9. W 860 860 85575 -50 -25 0 25 50 75 100 12555 870 W Ridgeway Ave Sta.:15+25 870 R O W 865 R 865 -0.66%-0.64%-1.17%-0.43% -1.50% -1.15%-0.73%-0.73% Q 10� 66% W 860 860 855 855 -75 -50 -25 0 25 50 75 100 125 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. DATE: May 13,9:45am ' Traffic Safety Improvements WRidge way Ave Cross-Sections ,O� Ridgeway-Greyhound Base.dwg I W.08 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 Page 257 of 547 87o W Ridgeway Ave Sta.:16+50 R 870 O W 865 R 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 87o W Ridgeway Ave Sta.:16+25 R 870 W 865 R 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 870 W Ridgeway Ave Sta.:16+00 870 R O 865 4.00 01 R 10 W 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO. May 13,9:45am - - W Ridgeway A ve Cross-Sections 09 DATE: v Traffic Safety Improvements Ridgeway-Greyhound Base.dwg I W.09 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 ' Page 258 of 547 875 W Ridgeway Ave Sta.:17+00 875 R 870 O 870 W 865 R 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 875 W Ridgeway Ave Sta.:16+75 875 870 RO 870 W 865 R 865 O W 860 860 85575 -50 -25 0 25 50 75 100 12555 DRAWN BY: MGD APPROVED BY: LDB West Ridgeway Avenue at Greyhound Drive SHEET NO, DATEY , Traffic Safety Improvements May 139:46am - - W Ridge way A ve Cross-Sections : Ridgeway-Greyhound Base.dwg W.10 NO. REVISION DESCRIPTION APPROVED DATE Waterloo, Iowa IOWA DOT PROJECT NUMBER: CS-TSF-8155(762)--85-07 W'10 Page 259 of 547 CITY OF WATERLOO Council Communication Asphalt emulsions for the City's Recycled Asphalt Paving Program. City Council Meeting: 7/13/2020 Prepared: 7/6/2020 ATTACHMENTS: Description Type ❑ Bid Tabulation Backup Material 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 specifications, form of contract, etc. and authorizing to proceed. SUBJECT: Motion to receive file and instruct City Clerk to read bids Resolution approving award of bid to Bituminous Materials and Supply LP of Des Moines, Iowa. in an amount not to excees $152,500, in conjunction with Asphalt Emulsions for the City's Recycled Asphalt Paving Program. approving the contract, bonds and certificate of insurance,and authorizing the Mayor to execute said documents. Submitted by: Submitted By:Randy Bennett, Public Works Division Manager Recommended Action: Approve Resolution Summary Statement: This product consists of cold in-place mixture of liquid emulsified asphalt with a crushed hot mix product. Expenditure Required: $220,000.00 Source of Funds: Local Option Sales Tax- 205-29-7110-1513 Policy Issue: Goal 2 - Strategy 2.2: To enlist all city departments and staff members in efforts to promote a safer community. Background Information: Emulsified asphalt is used in the annual recycled paving program for unimproved streets. Page 260 of 547 Asphalt Emulsions/Recycled Asphalt Program July 9, 2020 Bid Tab Estimate: $220,000.00 Bidder Min. Bid Max Bid Unit Price Total Quantity Quantity Bituminous 5000 Gal. $2.31/$2.20 $4065.60/$11,000 Materials & 940 Gal. 50,000 Gal. $3.00/$2.50 $2820.00/$125,000 Supply LP 940 Gal. 15,000 Gal. $3.42/$1.10 $807.00/$16,500 Des Moines, IA 236 Gal. 5,000 Gal. $2.004/$2.004 $3,527.04/$10,020 Flint Hills 1760 Gal. 50,000 Gal. $2.357/$2.357 $2,215.58/$117,850 Resources 940 Gal. 15,000 Gal. $1.612/$1.612 $380.43/$241180 Dubuque, IA 236 Gal. Page 261 of 547 CITY OF WATERLOO Council Communication Amendment to the Downtown Waterloo Riverfront Urban Renewal and Redevelopment Plan, to update projects and project budgets to be included in the Plan, and other general updates to the Plan. City Council Meeting: 7/13/2020 Prepared: 7/6/2020 ATTACHMENTS: Description Type ❑ Downtown Urban Renewal Plan Project Amend 2020 Backup Material 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. SUBJECT: Resolution affimning previous determination of an area of the City to be an area of slum and blight and an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety. or welfare, designating said area as appropriate for an urban renewal project, and approving the plan amendment. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Staff is proposing an amendment the Downtown Waterloo Riverfront Urban Renewal and Redevelopment Plan to include additional urban renewal Summary Statement: projects and to update related financial summaries of bonding capacity, and project expenses. Amendments to a TIF Plan require a consultation with taxing entities, which was held on June 17th. Expenditure Required: None Source of Funds: n/a Policy Issue: Economic Development, Strategic Plan Policies 1, 3 and 4. Page 262 of 547 Prepared by Aric Schroeder,City of Waterloo, 715 Mulberry Street,Waterloo,1A, 50703 319-291-4366 Return to preparer after recording. AMENDMENT TO DOWNTOWN WATERLOO RIVERFRONT URBAN RENEWAL AND REDEVELOPMENT PLAN RECITALS A. Whereas on December 23, 1974, the City Council of the City of Waterloo, Iowa (the "City") adopted Ordinance No. 2723 which was amended by Resolution No. 1996-804, adopted December 16, 1996, amended by resolution 2001-394, adopted on August 6, 2001, amended by Resolution No. 2003-225, adopted on April 7, 2003, amended by Resolution No. 2011-1109, adopted December 5, 2011, amended by Resolution No. 2014-966, adopted November 10, 2014, amended by Resolution No. 2015-632, adopted August 10, 2015, and amended by Resolution No. 2017-772, adopted September 18, 2017, determining that certain areas located within the City are eligible and should be designated as an urban renewal area under Iowa law, and approved and adopted the Downtown Waterloo Riverfront Urban Renewal and Redevelopment Plan of the City of Waterloo Iowa (the "Plan"). B. The City desires to amend the Plan again to include new urban renewal projects and to update related information in the Plan. AMENDMENT NOW THEREFORE, the Downtown Waterloo Riverfront Urban Renewal and Redevelopment Plan, as previously amended, is hereby further amended as follows: 1. Attachments C and D to the Plan are hereby stricken in their entirety, and the new Attachments C and D which are attached hereto are substituted in their place so that the Plan shows current information about bonding capacity and project budgets. 2. The attachments listed below, each of which is attached hereto, are included in this amendment to show compliance with procedural requirements under state law for adoption of this amendment, but do not replace or supersede similar attachments to the original Plan or any amendment thereto adopted prior to this amendment: Page 263 of 547 Attachment H (notice of consultation) Attachment I (resolution adopting this amendment) Attachment K (published notice of public hearing) Attachment L (posted notice of public hearing) 4. Except as modified by this amendment, the Plan, as previously amended, shall continue unmodified in full force and effect. PASSED AND APPROVED this day of 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk 2 Page 264 of 547 Attachment C City of Waterloo Black Hawk County, Iowa Study of Bonding Capacity as of January 1, 2018 January 1, 2018 Actual Gross Assessed Valuation $3,842,687,659 Legal Bonding Rate 5% Legal Bonding Limit $ 192,134,383 Less Outstanding G.O. & Other Debt ($ 108,893,025) Unused Gross bonding Capacity $ 83,241,358 56.68% of legal limit Page 265 of 547 ATTACHMENT D DOWNTOWN URBAN RENEWAL AND REDEVELOPMENT AREA PROJECT AMENDMENT 2020 Project Proposals Proposed Budgets 1) Cedar River Upper Plaza Mall Acquisition $1,501,620 City Property $48,380 Site Improvements $1,800,000 Construction $12,400,000 Landscaping&Public Art $200,000 Architectural Fees $1,300,000 Engineering Fees $700,000 Construction Administration $400,000 Total $18,350,000 2) Downtown Pedestrian Riverwalk Loop Project Levee Construction $650,000 River edge/Wall Construction $4,900,000 Bridge Connections $17,000 Total $5,567,000 3) Wellness and Sports Complex Project Acquisition $2,000,000 City Property $250,000 Site Improvements $3,000,000 Construction $17,500,000 Landscaping&Public Art $150,000 Architectural Fees $2,600,000 Engineering Fees $1,500,000 Construction Administration $1,200,000 Total $28,200,000 4) Techworks Campus Redevelopment/Hotel Construction,Site Improvements and $77,739,038 Acquisition/Platting $4,000,000 Streetscape Improvements Total $81,739,038 5) Downtown Parking and Cedar Valley Trolley System Depot District Stop $10,000 Commercial Avenue South Stop $10,000 Agritrade and Expo Stop $10,000 Commercial Avenue North Stop $10,000 Mullan Avenue East Stop $10,000 City Transit Center Stop $10,000 Equipment Purchase Eight Trolley Cars $1,600,000 Total $1,660,000 6) Public Improvements Wayrinding&Signage $160,000 Commercial Street Reconstruction $782,500 New Street Construction $1,100,000 Streetscaping $1,440,000 Planning $72,798 Skywalks $2,000,000 Total $5,555,298 7) Construction-Riverfront Renissance Phase 1 $3,500,000 Phase II $3,500,000 Phase 111 $3,500,000 Phase IV $3,500,000 Phase V $3,500,000 Phase VI $3,500,000 Phase VII $3,500,000 Phase VIII $3,500,000 Phase IX $3,500,000 Site Assembly $4,000,000 Site Improvements $2,000,000 UNICUE Downtown Center $1,300,000 Parking $300,000 Plaza $300,000 Retail $1,200,000 Total $40,600,000 8) Downtown Gateway District Acquisition $3,000,000 Infill Redevelopment $6,000,000 Total $9,000,000 Page 266 of 547 9) Cedar River Dam Construction $3,500,000 Engineering&Construction&Administration $500,000 Total $4,000,000 10) Grout Museum Architectural&Engineering $361,718 Construction $5,995,870 Exhibits $2,638,993 Total $8,996,581 11) ElizabethBlake, LLC (2005 Westfield,American Pattern) Grant $221,350 Rebates $500,000 Total $721,350 12) Endeavors,Ltd(former Johnstone Supply,321 W 6th St) Acquisition $470,000 Demo $600,000 Rebates $200,000 Total $1,270,000 13) Bread to Beer, LLC(Singlespeed,former Wonderbread, Acquisition $400,000 325 Commercial) Abatement/environmental $10,000 Grant $160,000 Additional expenses $550,000 Rebates $940,699 Total $2,060,699 14) Dolly James 2, LLC; Hi Yield, LLC Acquisition $1,040,000 (820-920 Sycamore apartments-six buildings) Demo $330,000 Rebates $809,000 Total $2,179,000 15) Convention Center-City Bonds $20,000,000 200 W 4th) Enginering/Architect Fees $300,000 Including Skywalks and parking ramps Total $20,300,000 16) Hotel,205 W 4th(Makenda LLC) Bonds/TIF Rebates $5,000,000 Hotel/Motel $1,500,000 ED Grant $450,000 Total $6,950,000 17) Grand Investments,LLC Acquisition $800,000 (Grand Crossing Phase I-45 W Jefferson) Demo $400,000 Rebates $1,900,000 Total $3,100,000 18) Dolly James 2,LLC; Hi Yield,LLC Acquisition $120,000 (6COMM,NE corner of 6th&Commercial) Demo $80,000 Rebates $1,300,000 Total $1,500,000 19) Commercial&Jefferson Streetscape 2019 Design&Construction $1,400,000 Total $1,400,000 20) Verve Kombucha Fire Sprinkler System $68,765 Rebates $200,000 Total $268,765 21) Cedar Valley Real Estate(300 Commercial Street) Grant $300,000 Rebates $300,000 Total $600,000 22) Crystal Distribution Acquisition Property Acquisition $650,000 Total $650,000 23) Legal Fees,Consulting Fees, Related Expenses Misc.Fees $700,000 Total $700,000 24) Property Acquisition Property Acquisition $6,000,000 Total $6,000,000 25) LSBX Grant $550,000 Rebates $2,200,000 Total $2,750,000 26) IRD Bond $3,000,000 Total $3,000,000 Page 267 of 547 27) Art Bloc Land Grant $100,000 Rebates $1,300,000 Total $1,400,000 28) WCA Parking Lot Construction $2,500,000 Total $2,500,000 29) Econo Lodge Grant $35,000 Rebates $800,000 Acquisition $1,200,000 Demo $1,000,000 Construction $1,500,000 Total $4,535,000 30) Former Courier Building Acquisition $750,000 Demo $1,000,000 Construction $300,000 Rebates $800,000 Total $2,850,000 31) Westfield Lot Development Sewer $230,000 Environmental $10,000 Total $240,000 32) Marina Acquisition $100,000 Grant $350,000 Construction $600,000 Rebates $1,000,000 Total $2,050,000 33) Tech Works Campus Redevelopment/Outlots Infrastructure $2,400,000 Grant $1,000,000 Rebates $2,000,000 Planning/Engineering $100,000 Total $5,500,000 34) Grand Crossing III Acquisition $200,000 Rebates $1,100,000 Total $1,300,000 35) Midwest Pattern 84-180 W 11th St Acquisition $1,000,000 Demolition $40,000 Total $1,040,000 36) Andrews Auto(100-114 E 10th) Acquisition $150,000 Demolition $100,000 Total $250,000 37) $0 Total $0 Sub Total $278,782,731 1) Tax Rebate Projects 2) Fischels Holdings,LLC(1118 Jefferson St) $50,000 3) Court Square Building CO(620 Lafayette) $10,000 4) Hotel President Partners LP(500 Sycamore) $200,000 5) 3 Stooges,LLC(1116-1118 Commercial) $41,220 6) Grand Crossing II(21 W Jefferson) $1,100,000 7) Park Avenue Lofts,LLC(Masonic Temple,325 E Park) $125,000 8) Upper Plaza(335 Cedar Street) $1,400,000 9) JSA Master Development Agreement $1,000,000 10) JSA 704-706 Jefferson $200,000 11) Sub Total Tax Rebates $4,126,220 TOTAL $282,908,951 Page 268 of 547 CITY OF WATERLOO Council Communication Amendment to the Martin Road Development Plan, to update projects and project budgets to be included in the Plan, and other general updates to the Plan. City Council Meeting: 7/13/2020 Prepared: 7/6/2020 ATTACHMENTS: Description Type Martin Road Development Plan Project Amendment Backup Material 2020 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. SUBJECT: Resolution affirming previous determination of an area of the City to be an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project, and approving the plan amendment. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Staff is proposing an amendment the Martin Road Development Plan to include additional urban renewal projects and to update related financial Summary Statement: summaries of bonding capacity, and project expenses. Amendments to a TIF Plan require a consultation with taxing entities, which was held on June 17th. Expenditure Required: None Source of Funds: n/a Policy Issue: Economic Development, Strategic Plan Policies 1, 3 and 4. Page 269 of 547 Prepared by Aric Schroeder, City of Waterloo,715 Mulberry Street,Waterloo,IA, 50703 319-291-4366 Return to preparer after recording. AMENDMENT TO MARTIN ROAD DEVELOPMENT PLAN RECITALS A. On October 7, 1996, the City Council of the City of Waterloo, Iowa (the "City") adopted Ordinance No. 4204 and adopted Resolution No. 1999-499, determining that certain areas located within the City are eligible and should be designated as an urban renewal area under Iowa law, and approved and adopted the Martin Road Development Plan of the City of Waterloo Iowa (the "Plan") (Original area). B. On August 9, 2004, the City Council adopted Ordinance No. 4708 and Resolution No. 2004-522, to amend the Plan by enlarging the area included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes (Amendment No. 1 area). C. On October 27, 2014, the City Council adopted Ordinance No. 5249 and on October 20, 2014 adopted Resolution No. 2014-903, to amend the Plan by enlarging the area included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes (Amendment No. 2 area). D. On April 4, 2016, the City Council adopted Ordinance No. 5343 and on March 21, 2016 adopted Resolution No. 2016-197, to amend the Plan by enlarging the area included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes (Amendment No. 3 area).(also referred to as March 2016 Additions Area). E. On November 14, 2016, the City Council adopted Ordinance No. 5373 and Resolution No. 2016-904, to amend the Plan by removing area included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes (Amendment No. 4 removal area) (also referred to as November 2016 Removal Area). F. On November 28, 2016 the City Council adopted Ordinance No. 5376 and on November 14, 2016 adopted Resolution No. 2016-905, to amend the Plan by enlarging the area included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other Page 270 of 547 purposes (Amendment No. 5 area) (also referred to as November 2016 Additions Area). G. The City desires to amend the Plan again to reduce the area included therein and to update related information in the Plan. AMENDMENT NOW THEREFORE, the Martin Road Development Plan, as previously amended, is hereby further amended as follows: 1. Attachments C and D to the Plan are hereby stricken in their entirety, and the new Attachments C and D which are attached hereto are substituted in their place so that the Plan shows current information about bonding capacity and project budgets. 2. The attachments listed below, each of which is attached hereto, are included in this amendment to show compliance with procedural requirements under state law for adoption of this amendment, but do not replace or supersede similar attachments to the original Plan or any amendment thereto adopted prior to this amendment: Attachment H (notice of consultation) Attachment I (resolution adopting this amendment) Attachment K (published notice of public hearing) Attachment L (posted notice of public hearing) 3. Except as modified by this amendment, the Plan, as previously amended, shall continue unmodified in full force and effect. PASSED AND APPROVED this day of 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk 2 Page 271 of 547 Attachment C City of Waterloo Black Hawk County, Iowa Study of Bonding Capacity as of January 1, 2018 January 1, 2018 Actual Gross Assessed Valuation $3,842,687,659 Legal Bonding Rate 5% Legal Bonding Limit $ 192,134,383 Less Outstanding G.O. & Other Debt ($ 108,893,025) Unused Gross bonding Capacity $ 83,241,358 56.68% of legal limit Page 272 of 547 Attachment D Project Budget- Martin Road Project Amendment (2020) Infill of Greyhound Drive area EXPENSES Construction $6,300,000 Architectural&Engineering Fees $420,000 Construction Administration $280,000 TOTAL $7,000,000 FUNDING City(Local Option,GO Bonds) $800,000 City TIF $2,800,000 Federal/State(MPO,RISE) $3,400,000 TOTAL $7,000,000 Infill of Lots along Highway 63 and West Ridgeway Avenue EXPENSES Acquisition $1,800,000 Construction $2,000,000 Engineering Fees $240,000 Construction Administration $80,000 TOTAL $4,120,000 FUNDING City(Local Option,G.O.Bonds) $1,000,000 City TIF $1,800,000 Federal/State(MPO,RISE) $1,320,000 TOTAL $4,120,000 Potential environmental work along corridor EXPENSES Assessments $300,000 Cleanup $600,000 Wetland Mitigation $400,000 TOTAL $1,300,000 FUNDING City(G.O.Bonds) $100,000 City TIF $500,000 Federal/State(EPA,DNR) $700,000 TOTAL $1,300,000 Page 273 of 547 Martin Road Sanitary Sewer EXPENSES Construction $900,000 Total $900,000 FUNDING City TIF $900,000 Total $900,000 Cedar Valley Crossing Road/Infrastructure EXPENSES Construction $1,200,000 Total $1,200,000 FUNDING City TIF $1,200,000 Total $1,200,000 Kwik Trip Inc Fuel Blending EXPENSES Land Grant $200,000 Total $200,000 FUNDING City TIF $200,000 Total $200,000 Deer Creek EXPENSES Grant $400,000 Rebates $2,142,969 Total $2,542,969 FUNDING City TIF $2,542,969 Total $2,542,969 Cardinal Construction EXPENSES Land Grant $200,000 Rebates $105,000 Total $305,000 FUNDING City TIF $305,000 Total $305,000 Page 274 of 547 3 Stooges Martin Road land grant value EXPENSES Land Grant $200,000 Rebates Total $200,000 FUNDING City TIF $200,000 Total $200,000 A&S Properties(Amy Wienands)Grant EXPENSES Grant $420,000 Rebates $200,000 Total $620,000 FUNDING City TIF $620,000 Total $620,000 Coordination with IDOT for potential roadway improvements to Highway 63 EXPENSES Construction $1,300,000 Engineering $200,000 Construction Administration $100,000 TOTAL $1,600,000 FUNDING City(Local Option,G.O.Bonds) $800,000 State(RISE) $800,000 TOTAL $1,600,000 Reconstruction of West Ridgeway roadway portion across Black Hawk Creek EXPENSES Acquisition $200,000 Construction $6,000,000 Engineering Fees $300,000 Construction Administration $200,000 TOTAL $6,700,000 FUNDING City(Local Option,G.O.Bonds) $3,350,000 State(RISE) $3,350,000 TOTAL $6,700,000 Page 275 of 547 Traffic signalization improvements at major intersections in Corridor EXPENSES Acquisition/purchase $1,200,000 Construction $900,000 Engineering Fees $100,000 Construction Administration $100,000 TOTAL $2,300,000 FUNDING State(RISE) $600,000 City(Local option,G.O.Bonds) $1,300,000 Federal(MPO) $400,000 TOTAL $2,300,000 Acquisition of land throughout corridor for expansion of existing and new business EXPENSES Acquisition/purchase $2,900,000 TOTAL $2,900,000 FUNDING City(G.O.Bonds,TIF funds) $2,900,000 TOTAL $2,900,000 Public Improvements EXPENSES Acquisition $200,000 Construction 1,000,000 Storm Water Improvements 1,000,000 Engineering fees $100,000 Construction Administration $100,000 TOTAL $2,400,000 FUNDING City(TIF,G.O.Bonds) $1,500,000 Federal/State(grants,RISE,MPO) $900,000 TOTAL $2,400,000 Tax Rebate Projects EXPENSES Wilbert $49,881 Country Estates 44,560 Riley $13,496 Senad Disderevic $70,182 JARF $27,410 Mauer $58,426 Social Security Building $175,354 Turnkey PTL $133,280 Page 276 of 547 Turnkey SVW $106,238 AVITA $118,928 Hawkeye Stages $229,626 Three Stooges(Charm Drive) $34,000 BCS Properties $6,000,000 Loves Travel Stop $700,000 Gubbels $200,000 M&K Electric(Charm Drive) $25,000 Warren $1,000,000 TOTAL $8,986,381 FUNDING City(G.O.Bonds,TIF funds) $8,986,381 TOTAL $8,986,381 Legal,Consulting Fees,and expenses associated with administration of the urban renewal area EXPENSES Fees $1,000,000 TOTAL $1,000,000 FUNDING City(G.O.Bonds,TIF funds) $1,000,000 TOTAL $1,000,000 TOTAL EXPENSES Infill of Greyhound Drive area $7,000,000 Infill of Lots along Highway 63 and West Ridgeway Avenue $4,120,000 Potential environmental work along corridor $1,300,000 Martin Road Sanitary Sewer $900,000 Cedar Valley Crossing Road/Infrastructure $1,200,000 Kwik Trip Inc Fuel Blending $200,000 Deer Creek $2,542,969 Cardinal Construction $305,000 3 Stooges Martin Road land grant value $200,000 A&S Properties(Amy Wienands)Grant $620,000 Page 277 of 547 Coordination with IDOT for potential roadway improvements to Highway 63 $1,600,000 Reconstruction of West Ridgeway roadway portion across Black Hawk Creek $6,700,000 Traffic signalization improvements at major intersections in Corridor $2,300,000 Acquisition of land throughout corridor for expansion of existing and new business $2,900,000 Public Improvements $2,400,000 Tax Rebate Projects $8,986,381 Legal,Consulting Fees,and expenses associated with administration of the urban renewal area $1,000,000 TOTAL $44,274,350 Page 278 of 547 CITY OF WATERLOO Council Communication Amendment to the Northeast Industrial Area Urban Renewal and Redevelopment Plan, to update projects and project budgets to be included in the Plan, and other general updates to the Plan. City Council Meeting: 7/13/2020 Prepared: 7/6/2020 ATTACHMENTS: Description Type Northeast Industrial Area Urban Renewal and Backup Material Redevelopment Plan Project Amendment 2020 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. SUBJECT: Resolution affirming previous determination of an area of the City to be an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project, and approving the plan amendment. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Staff is proposing an amendment the Northeast Industrial Area Urban Renewal and Redevelopment Plan to include additional urban renewal Summary Statement: projects and to update related fmancial summaries of bonding capacity, and project expenses. Amendments to a TIF Plan require a consultation with taxing entities, which was held on June 17th. Expenditure Required: None Source of Funds: n/a Policy Issue: Economic Development, Strategic Plan Policies 1, 3 and 4. Page 279 of 547 Prepared by Aric Schroeder, City of Waterloo,715 Mulberry Street,Waterloo,IA, 50703 319-291-4366 Return to preparer after recording. AMENDMENT TO NORTHEAST INDUSTRIAL AREA URBAN RENEWAL AND REDEVELOPMENT PLAN RECITALS A. On February 15, 1993, the City Council of the City of Waterloo, Iowa (the "City") adopted Ordinance No. 3925 and on February 8, 1993 adopted Resolution No. 1993-57, determining that certain areas located within the City are eligible and should be designated as an urban renewal area under Iowa law, and approved and adopted the Northeast Industrial Area Development Plan of the City of Waterloo Iowa (the "Plan") (Original area). B. On April 26, 2004, the City Council adopted Ordinance No. 4688 and Resolution No. 2004-254, to amend the Plan by enlarging the area included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes (Amendment No. 1 area). C. On October 12, 2015, the City Council adopted Ordinance No. 5309 and on October 5, 2015 adopted Resolution No. 2015-801, to amend the Plan by enlarging the area included therein, renaming the Plan as the Northeast Industrial Area Urban Renewal and Redevelopment Plan, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes (Amendment No. 2 area). D. On December 11, 2017 the City Council adopted Ordinance No. 5429 and on November 27, 2017 adopted Resolution No. 2017-962, to amend the Plan by reducing the area included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects for other purposes (Amendment No. 3 removal area). E. On December 11, 2017 the Council adopted Ordinance No. 5430 and on November 27, 2017 adopted Resolution No. 2017-963, to amend the Plan by enlarging the area included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes (Amendment No. 4 area). F. On August 20, 2018, the City Council adopted Ordinance No. 5464, and on August 6, 2018 adopted Resolution No. 2018-584, to amend the Plan by enlarging the Page 280 of 547 area included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes (Amendment No. 5 area) G. The City desires to amend the Plan again to include new urban renewal projects and to update related information in the Plan. AMENDMENT NOW THEREFORE, the Northeast Industrial Area Urban Renewal and Redevelopment Plan, as previously amended, is hereby further amended as follows: 1. Attachments C and D to the Plan are hereby stricken in their entirety, and the new Attachments C and D which are attached hereto are substituted in their place so that the Plan shows current information about bonding capacity and project budgets. 2. The attachments listed below, each of which is attached hereto, are included in this amendment to show compliance with procedural requirements under state law for adoption of this amendment, but do not replace or supersede similar attachments to the original Plan or any amendment thereto adopted prior to this amendment: Attachment H (notice of consultation) Attachment I (resolution adopting this amendment) Attachment K (notice of public hearing) 3. Except as modified by this amendment, the Plan, as previously amended, shall continue unmodified in full force and effect. PASSED AND APPROVED this day of 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk 2 Page 281 of 547 Attachment C City of Waterloo Black Hawk County, Iowa Study of Bonding Capacity as of January 1, 2018 January 1, 2018 Actual Gross Assessed Valuation $3,842,687,659 Legal Bonding Rate 5% Legal Bonding Limit $ 192,134,383 Less Outstanding G.O. & Other Debt ($ 108,893,025) Unused Gross bonding Capacity $ 83,241,358 56.68% of legal limit Page 282 of 547 Attachment D- Northeast Industrial Park Project Amendment 2020 Project Proposals Proposed Budgets 1) Future or Anticipated Acquisition $10,000,000 2) Future or Anticipated Demolition $500,000 3) Site Improvements, platting $2,000,000 4) Water&Sewer $3,000,000 5) Legal fees, consulting fees, and related expenses $1,200,000 associated with administration and operation of the Urban Renewal Area 6) Miscellaneous (certification, environmental) $300,000 7) Railroad extension $700,000 8) Twin City Tannery- rebates $61,000 9) Veteran Enterprises- rebates $70,000 10) Ferguson Enterprises - rebates $625,000 11) Eagles Wings (Harris Cleaning) - rebates $40,000 12) ConTrol - rebates $150,000 13) Heavy water prospect- infrastructure and rebates $500,000 14) Control 2020 Expansion Grant ($1,515,000) & Rebates ($1,630,000) $3,145,000 15) Rottinghaus Acquisition $400,000 16) Newell St Road Improvements $1,200,000 17) Wetland Mitigation $2,000,000 17) AT Trucking- land grant ($250,000) & rebates ($40,000) $290,000 Total $26,181,000 Page 283 of 547 CITY OF WATERLOO Council Communication Amendment to the Rath Urban Renewal and Redevelopment Plan, to update projects and project budgets to be included in the Plan and other general updates to the Plan. City Council Meeting: 7/13/2020 Prepared: 7/6/2020 ATTACHMENTS: Description Type Rath Urban Renewal and Redevelopment Plan Project Backup Material Amendment 2020 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. SUBJECT: Resolution affirming previous determination of an area of the City to be an area of slum and blight and an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project. and approving the plan amendment. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Staff is proposing an amendment the Rath Urban Renewal and Redevelopment Plan to include additional urban renewal projects and to Summary Statement: update related financial summaries of bonding capacity, and project expenses. Amendments to a TIF Plan require a consultation with taxing entities, which was held on June 17th. Expenditure Required: None Source of Funds: n/a Policy Issue: Economic Development, Strategic Plan Policies 1, 3 and 4. Page 284 of 547 Prepared by Aric Schroeder, City of Waterloo,715 Mulberry Street,Waterloo,IA, 50703 319-291-4366 Return to preparer after recording. AMENDMENT TO RATH URBAN RENEWAL AND REDEVELOPMENT PLAN RECITALS A. On November 19, 1990, the City Council of the City of Waterloo, Iowa (the "City") adopted Ordinance No. 3749 and Resolution No. 1990-644, determining that certain areas located within the City are eligible and should be designated as an urban renewal area under Iowa law, and approved and adopted the Rath Urban Renewal and Redevelopment Plan of the City of Waterloo, Iowa (the "Plan"). B. On June 14, 2004, the City Council adopted Ordinance 4697 and Resolution No. 2004-372, to amend the Plan by extending the property included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes. C. On July 6, 2009, the City Council adopted Ordinance 4949 and Resolution No. 2009-633, to amend the Plan by extending the property included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes. D. On March 7, 2016, the City Council adopted Resolution No. 2016-146, to amend the Plan to include one or more additional urban renewal projects or for other purposes. E. The City desires to amend the Plan again to include new urban renewal projects and to update related information in the Plan. AMENDMENT NOW THEREFORE, the Rath Urban Renewal and Redevelopment Plan, as previously amended, is hereby further amended as follows: 1. Attachments C and D to the Plan are hereby stricken in their entirety, and the new Attachments C and D which are attached hereto are substituted in their place so that the Plan shows current information about bonding capacity and project budgets. Page 285 of 547 2. The attachments listed below, each of which is attached hereto, are included in this amendment to show compliance with procedural requirements under state law for adoption of this amendment, but do not replace or supersede similar attachments to the original Plan or any amendment thereto adopted prior to this amendment: Attachment H (notice of consultation) Attachment J (resolution adopting this amendment) Attachment L (notice of public hearing) 3. Except as modified by this amendment, the Plan, as previously amended, shall continue unmodified in full force and effect. PASSED AND APPROVED this day of 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk 2 Page 286 of 547 Attachment C City of Waterloo Black Hawk County, Iowa Study of Bonding Capacity as of January 1, 2018 January 1, 2018 Actual Gross Assessed Valuation $3,842,687,659 Legal Bonding Rate 5% Legal Bonding Limit $ 192,134,383 Less Outstanding G.O. & Other Debt ($ 108,893,025) Unused Gross bonding Capacity $ 83,241,358 56.68% of legal limit Page 287 of 547 Attachment D- Rath Project Amendment 2020 Project Proposals Budgets 1) Acquisition $3,500,000 2) Demolition $2,000,000 3) Site Improvements $500,000 4) Remediation $500,000 5) Legal fees, consulting fees, and related expenses $1,000,000 associated with administration and operation of the Urban Renewal Area 6) Housing Rehabilitation $1,000,000 7) Crystal II Tax Rebates $176,252 8) Rath Admin rebates $775,000 9) Powers Manufacturing rebates $60,000 10) A&K Ventures - Kent Orchard; rebates/land grant $30,000 11) 3 Little Lambs- Black Hawk& 17th; land grant $40,000 12) TNT- Black hawk& 18th; land grant $36,400 13) SJ Construction -Sycamore street; land grant $28,000 14) Buckets Inc./Secor; land grant $108,600 15) Crystal 2018 project Rebates $1,300,000 16) Crystal 2020 project Acquisitions $2,000,000 Rebates $3,600,000 Demolition $1,000,000 Total $6,600,000 17) Pierce Auto Acquisitions $20,000 Demolition $50,000 Env. Review $20,000 Total $90,000 18) 3 Little Lambs Acquisitions $1,000 (1800 Block Black Hawk) Demolition $100,000 Total $101,000 19) Acquisitions Demolition Total $0 20) 325 W. 13th Acquisitions $150,000 Demolition $30,000 Total $180,000 21) SFN (1400 blk Commercial St) Land $25,000 Realtor $6,000 Demolition $40,000 Total $71,000 22) Lister Concrete Acquisitions $300,000 2116 Commercial St Rebates $200,000 Total $500,000 23) $0 Total $18,596,252 Page 288 of 547 CITY OF WATERLOO Council Communication Amendment to the East Waterloo Unified Urban Renewal and Redevelopment Plan, to update projects and project budgets to be included in the Plan and other general updates to the Plan. City Council Meeting: 7/13/2020 Prepared: 7/6/2020 ATTACHMENTS: Description Type East Unified Urban Renewal and Redevelopment Plan Backup Material Project Amendment 2020 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. SUBJECT: Resolution affirming previous determination of an area of the City to be an area of slum and blight and an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project. and approving the plan amendment. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Staff is proposing an amendment the East Waterloo Unified Urban Renewal and Redevelopment Plan to include additional urban renewal projects and to Summary Statement: update related financial summaries of bonding capacity, and project expenses. Amendments to a TIF Plan require a consultation with taxing entities, which was held on June 17th. Expenditure Required: None Source of Funds: n/a Policy Issue: Economic Development, Strategic Plan Policies 1, 3 and 4. Page 289 of 547 Prepared by Aric Schroeder, City of Waterloo,715 Mulberry Street,Waterloo,IA, 50703 319-291-4366 Return to preparer after recording. AMENDMENT TO EAST WATERLOO UNIFIED URBAN RENEWAL AND REDEVELOPMENT PLAN RECITALS A. Whereas on December 14, 2015, the City Council of the City of Waterloo, Iowa (the "City") adopted Ordinance No. 5323 and on December 7, 2015 adopted Resolution No. 2015-931, determining that certain areas located within the City are eligible and should be designated as an urban renewal area under Iowa law, and approved and adopted the Amended and Restated East Waterloo Unified Urban Renewal and Redevelopment Plan of the City of Waterloo, Iowa (the "Plan"), which includes the areas formerly designated as urban renewal areas under the Urban Renewal Plans for the Airport Area Development Plan Urban Renewal Area (the "Airport Plan Area"), as amended, and the Logan Avenue Urban Renewal and Redevelopment Plan Urban Renewal Area (the "Logan Plan Area"), as amended. B. The City desires to amend the Plan to include new urban renewal projects and to update related information in the Plan. AMENDMENT NOW THEREFORE, the East Waterloo Unified Urban Renewal and Redevelopment Plan is hereby further amended as follows: 1. Attachments C and D to the Plan are hereby stricken in their entirety, and the new Attachments C and D which are attached hereto are substituted in their place so that the Plan shows current information about bonding capacity and project budgets. 2. The attachments listed below, each of which is attached hereto, are included in this amendment to show compliance with procedural requirements under state law for adoption of this amendment, but do not replace or supersede similar attachments to the original Plan or any amendment thereto adopted prior to this amendment: Attachment H (notice of consultation) Attachment I (resolution adopting this amendment) Attachment K (published notice of public hearing) Page 290 of 547 Attachment L (posted notice of public hearing) 3. Except as modified by this amendment, the Plan shall continue unmodified in full force and effect. PASSED AND APPROVED this day of , 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk 2 Page 291 of 547 Attachment C City of Waterloo Black Hawk County, Iowa Study of Bonding Capacity as of January 1, 2018 January 1, 2018 Actual Gross Assessed Valuation $3,842,687,659 Legal Bonding Rate 5% Legal Bonding Limit $ 192,134,383 Less Outstanding G.O. & Other Debt ($ 108,893,025) Unused Gross bonding Capacity $ 83,241,358 56.68% of legal limit Page 292 of 547 ATTACHMENT D East Waterloo Unified Project Amendment(2020) Project Proposals Proposed Budgets 1) Logan Plaza Center Project-the redevelopment and Site Improvements $750,000 development of the Logan Plaza Center and the properties E 4th Street Construction $800,000 along US 63 Storm Water Improvements $250,000 Ralston Road Construction $600,000 Sanitary Sewer Improvements $150,000 Acquisition $6,000,000 Rebates $750,000 Total $9,300,000 2) Chamberlain Project-the redevelopment of the Chamberlain Demolition $0 site after cleanup by the Chamberlain Corporation Site Improvements $1,000,000 Public Improvement $400,000 Total $1,400,000 3) Walnut Neighborhood-redevelopment of the area near the Acquisition $400,000 Walnut Court apartments Demolition $50,000 Streetscape Improvements $50,000 Total $500,000 4) Longfellow Neighborhood-redevelopment of the Longfellow Acquisition $40,000 school site Demolition $40,000 Streetscape Improvements $50,000 Total $130,000 5) Franklin Street Corridor-redevelopment of the Franklin Acquisition $800,000 Street corridor Demolition $200,000 Streetscape Improvements $100,000 Total $1,100,000 6) KWWL-renovation of the KWWL building Acquisition $700,000 Demolition $100,000 Rebates $200,000 Total $1,000,000 7) Broadway Street Corridor-redevelopment of the Broadway Acquisition $800,000 Street corridor Demolition $200,000 Streetscape Improvements $100,000 Total $1,100,000 8) Midport Sanitary Sewer-construction of sanitary sewer to $4,000,000 allow development of the Midport Business Park 9) Midport Storm Sewer-construction of storm sewer to allow $2,000,000 development of the Midport Business Park 10) Midport Street Construction-construction of streets to allow $3,000,000 development of the Midport Business Park 11) Legal fees,consulting fees,and related expenses $1,000,000 associated with administration and operation of the Urban Renewal Area 12) Waterloo Air&Rail Park Development/Buildout $3,100,000 Total $3,100,000 15) First Cc Storm Sewer Easement Land Value $110,000 Total $110,000 16) Airline Hwy Sewer Relocate(Koelker) $88,000 Total $88,000 17) Acquisition of Land Acquisition of Land $4,000,000 Total $4,000,000 18) Demolitions Demolition $1,000,000 Total $1,000,000 Page 293 of 547 19) Professional Lawn Care Land Land Value for Project on Wagner $125,000 Total $125,000 20) Koelker Airline Hwy Land Land Value for project on Airline $187,500 Rebates $79,932 Total $267,432 21) Advanced Heat Treat Land Value $50,000 Rebates $26,000 Total $76,000 22) Truck Wash(Leversee Rd) Land Value $300,000 Total $300,000 23) Camp Run-a-Mutt(Airport Blvd) Land Value $140,800 Rebates $30,872 Total $171,672 24) A-Line ALO Airport Hangar Land Value $0 Rebates $485,000 Total $485,000 25) All in Grocers(Franklin St) Land Value $400,000 Rebates $460,000 Acquisitions/Demolition $590,000 Grant $500,000 Total $1,950,000 26) House of Hope Acquisition Land Acquisition $354,000 Total $354,000 27) Parking Lot Repair(corner of Pine and Walnut) Repair cost $150,000 Total $150,000 28) Osprey Hangar Land Value $0 Rebates $485,000 Infastructure $245,000 Total $730,000 29) CV Warehouse II(Geraldine Rd) Land Value $271,582 Rebates $93,560 Total $365,142 30) CV Warehouse III (Airline&Wagner) Land Value $300,000 Rebates $1,200,000 Total $1,500,000 31) Reese Properties(2661 Geraldine Rd) Grant $470,000 Rebates $60,000 Total $530,000 32) Con Agra III Land Value $2,000,000 Rebates $5,800,000 Total $7,800,000 33) Fed Ex(2320 W Airline Hwy) Land Value $250,000 Rebates $120,000 Total $370,000 34) National Guard Land Value $350,000 $0 Total $350,000 35) Standard Distribution Land Value $2,500,000 Rebates $376,000 Total $2,876,000 36) Criterion(3070 W Airline Hwy) Acquisition $550,000 Rebates $150,000 Total $700,000 37) Land Value $0 Rebates $0 Total $0 Sub Total $51,928,246 Page 294 of 547 Tax Rebate Projects 1) Advanced Heat II $17,500 2) ConAgra II $4,500,000 3) Empire Enterprises $5,200 4) Huff $6,150 5) Laforge $170,000 6) Schwickerath $8,000 7) Tournier $18,832 8) Howard Allen $77,780 9) CPM Roskamp $37,500 10) Cedar Valley Warehouse $101,860 11) Hydrite Chemical $220,000 12) M&R Iowa $64,207 13) PDCM $100,000 14) Koelker Properties 2915 Geraldine Rd) $90,000 15) MMC(2933 Geraldine Rd) $90,000 16) 17) 18) 19) 20) 21) Sub Total Tax Rebates $5,507,029 TOTAL $57,435,275 Page 295 of 547 CITY OF WATERLOO Council Communication Amendment No. 3 to the Crossroads Waterloo Urban Renewal and Redevelopment Plan to remove properties from the Urban Renewal Area, update projects and project budgets to be included in the Plan, and other general updates to the Plan. City Council Meeting: 7/13/2020 Prepared: 7/6/2020 ATTACHMENTS: Description Type Crossroads Waterloo Urban Renewal and Backup Material Redevelopment Plan Amendment 3 Motion to receive and file proof of publication of notice of public hearing_ HOLD HEARING -No comments on file. Motion to close hearing and receive and file oral and written comments, and recommendation of approval of the Planning. Programming and Zoning Commission. Resolution affirming previous determination of an area of the City to be an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project, and approving the plan amendment. Motion to receive, file, consider and pass for the first time an ordinance SUBJECT: providing that general property taxes levied and collected each year on all property located within the newly described Crossroads Waterloo Urban Renewal and Redevelopment Plan Area, in the City of Waterloo. County of Black Hawk. State of Iowa. by and for the benefit of the State of Iowa. City of Waterloo. County of Black Hawk. Waterloo Community School District and other taxing districts, be paid to a special fund for payment of principal and interest on loans, monies, advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said Urban Renewal Project. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt the ordinance. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval The Crossroads Waterloo Urban Renewal and Redevelopment Plan is being amended to remove multiple areas from the existing TIF boundary. By separate action, it is proposed that most of these areas will be put into the San Marnan TIF boundary. This would appear to be the best model to accomplish economic development of this area. Amendments to a TIF Plan Summary Statement: require a consultation with taxing entities, which was held on June 17, 2020. Page 296 of 547 The Planning, Programming and Zoning Commission reviewed the proposed amendment at their regular meeting on July 7, 2020 and recommended approval of the amendment. Expenditure Required: None Source of Funds: n/a Policy Issue: Economic Development, Strategic Plan Policies 1, 3 and 4. Legal Descriptions: See Attached Page 297 of 547 Prepared by Aric Schroeder, City of Waterloo,715 Mulberry Street,Waterloo,IA, 50703 319-291-4366 Return to preparer after recording. AMENDMENT 3 TO CROSSROADS WATERLOO URBAN RENEWAL AND REDEVELOPMENT PLAN RECITALS A. On November 17, 2014, the City Council of the City of Waterloo, Iowa (the "City") adopted Ordinance No. 5253 and on November 10, 2014 adopted Resolution No. 2014-965, determining that certain areas located within the City are eligible and should be designated as an urban renewal area under Iowa law, and approved and adopted the amended and restated Crossroads Waterloo Urban Renewal and Redevelopment Plan of the City of Waterloo Iowa (the "Plan"). B. The City desires to amend the Plan to reduce the area included therein and to include new urban renewal projects and to update related information in the Plan. Said amendment may be referred to as Amendment No. 3 removal area. AMENDMENT NOW THEREFORE, the Crossroads Waterloo Urban Renewal and Redevelopment Plan, as previously amended and restated, is hereby further amended as follows: 1. Attachments A and B to the Plan are hereby stricken in their entirety, and the new Attachments A and B which are attached hereto are substituted in their place so that the Plan shows the current legal description and map, describing and depicting the boundaries of the Crossroads Waterloo Urban Renewal and Redevelopment Plan and TIF District, as amended. 2. Attachments C and D to the Plan are hereby stricken in their entirety, and the new Attachments C and D which are attached hereto are substituted in their place so that the Plan shows current information about bonding capacity and project budgets. 3. The attachments listed below, each of which is attached hereto, are included in this amendment to show compliance with procedural requirements under state law for adoption of this amendment, but do not replace or supersede similar attachments to the original Plan or any amendment thereto adopted prior to this amendment: Attachment G (Planning, Programming & Zoning resolution) Attachment H (notice of consultation) Page 298 of 547 Attachment I (resolution adopting this amendment) Attachment J (ordinance adopting amended TIF district) Attachment K (notice of public hearing published) Attachment L (notice of public hearing posted) 3. Except as modified by this amendment, the Plan, as previously amended, shall continue unmodified in full force and effect. PASSED AND APPROVED this day of 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk 2 Page 299 of 547 Attachment Urban1���� \1111_■ 111111111111 111111 IIII.■111111111 II i\ ��uuuuu uuu uu!_■uuuw a • - - . i Redevelopment D � - • muuuu uuu�w==uuuw u ■ :11111111111 1111111111=_11111112=11111111111 IIIIIIIIIIIII 11111111 111111111111■11��� ■-,11r�l`_` ■ :IIIIIIIIIIIII 111111 1111 =11111111 =111111111 111111 _ 1 III ►\ .�■■Ill I , 1 111111111111111 111111 11 Ila E1 III Illllllllgl 1111111 • 111 11.1 \IIIIIIIIIIIII■ ���— _ 1 11111111111 111111 1111- ■._.11.1111■IIIIIIIII■.111111 1111111111.II 1111111\ \111■1111111\ ■ �` `__ .Ir vuuuu uu■uu=_nun=_uuu=-um1_uuuw uuu.__: v�nlnnnm� ■ � 1�, uuuw:uuu m1=.111111..111111..111111.X111111 uuu:{?, -1�, 11�111c =■I 'I ,/ uuuuuuuw.1..uuu.=uw1__null__lum uuu: : — 1111111111111 . 11 �'II J■1 ■ ■ uuuuuuulu�=nun__uuu_:uuu■.uuu uuu..=e' � �=� 1 111111111111uu1=■.111111..111111.-111111.�IIIIII uuu:�■� _ r �-'`?� ■ ',I uuuuuuuul=�=um1==um1_:uuu-=luw uuu-: i ►^� ��-♦-♦-� Removal _ • . 1111111111111up==-111111..111111. lulu■.111111.1111.:�� ■ ,,=,\�`` �II ������� uuuuuuuw=___u1__uuu=.w ■ _ _ . uuuuuuuw=��=______- 1 �� i uuu null ■. 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Milt ■■■■■■+i♦i♦i♦i♦i♦i♦��i►i♦i♦i♦i♦i♦i♦iii Mh ■ �__ ►-♦'♦-♦-♦-�1/��♦-♦-♦♦♦-♦-♦�����♦������♦��������♦♦�♦♦�� ■■1■1111 G ----__ Iii'►♦♦♦♦♦♦♦���►♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦♦��♦♦♦�� L! p pp��_ ♦A♦♦♦♦♦►♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦O♦♦ '1�T� 1 � 1 �►♦i♦i♦i♦i♦i♦i�►♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i►i♦i♦i♦i♦i♦i♦iii �- Attachment"B" Legal Description Crossroads Waterloo Urban Renewal & Redevelopment TIF District Original area (2014) (Original Subarea) (as modified by Amendment No. 1 (2019)) Beginning at the point where the centerline of East San Mannan Drive intersects the centerline of La Porte Road; thence Northeasterly along the centerline of East San Mannan Drive to its intersection with the centerline of U.S. Highway 218 as presently established; thence Southeasterly along the centerline of U.S. Highway 218 to its intersection with the East line of Section 13 of Township 88 North, Range 13 West; thence South along the East line of said Section 13 to its intersection with the South line of the North Half of said Section 13; thence West along the South line of the North Half of said Section 13 to its intersection with the West line of said Section 13; thence North along the West line of said Section 13 and the West line of Section 12 of Township 88 North, Range 13 West to its intersection with the Northwest corner of said Section 12; thence West along the North line of Section 11 of Township 88 North, Range 13 West to a point that would intersect a Southerly extension of the East line of Lot 1 of Crossroads Plat No. 3; thence Northerly along a Southerly extension of the East line of said Lot 1 to the Southeast corner of said Lot 1; thence Westerly along the South line of said Lot 1 and a westerly extension of the South line of said Lot 1 to its intersection with the centerline of Alexandra Drive; thence Southerly along the centerline of Alexandra Drive to its intersection with the centerline of Southtown Drive; thence Easterly along the centerline of Southtown Drive to its intersection with the Westerly line of Crossroads Estates Replat No. 1; thence Southerly along the Westerly line of Crossroads Estates Replat No. 1 to its intersection with the Southeast corner of Lot 9 of Southtown; thence S00°39'22"E 148.99 feet; thence S89°28'31"W 260.99 feet to a point that is 149.00 feet South of the Southwest corner of said Lot 9; thence Southerly along an extension of the West line of said Lot 9 to its intersection with the centerline of U.S. Highway 20 as presently established; thence Westerly along the centerline of U.S. Highway 20 to its intersection with the West line of Section 11 of Township 88 North, Range 13 West; thence North along the West line of said Section 11 and the West line of Section 2 of Township 88 North, Range 13 West to its intersection with the centerline of Flammang Drive; thence Easterly Page 301 of 547 and Southeasterly along the centerline of Flammang Drive to its intersection with a Southwesterly extension of the Northwesterly line of Schukei Commercial Park; thence Northeasterly along a Southwesterly extension of the Northwesterly line of Schukei Commercial Park and the Northwesterly line of Schukei Commercial Park to its intersection of the centerline of Schukei Road; thence Northwesterly along the centerline of Schukei Road to its intersection with a Southwesterly extension of the Northwesterly line of Lot 2 of Phoenix Addition; thence Northeasterly along a Southwesterly extension of the Northwesterly line of said Lot 2 to the Southwesterly corner of said Lot 2; thence Northeasterly,Northerly, Easterly,Northerly and Easterly along the Westerly and Northerly lot lines of said Lot 2 to the Northeast corner of said Lot 2; thence Easterly along an Easterly extension of the Northerly most lot line of said Lot 2 to its intersection with the centerline of Camelot Drive; thence Northerly along the centerline of Camelot Drive and a Northerly extension of the centerline of Camelot Drive, said extension also being the Easterly line of the Preserve at Crossroads and the Easterly line of Orange Park, to its intersection with the centerline of East Ridgeway Avenue; thence Easterly along the centerline of East Ridgeway Avenue to the centerline of La Porte Road; thence Southeasterly along the centerline of La Porte Road to its intersection with the centerline of East San Marnan Drive and the Point of Beginning. Except the following 6 areas removed from the Original area by Amendment No. 1 (2019): Removal Area 1: That part of the above described Original area located within the following described area: Beginning at the Northwest corner of Section 13, T88N R13W; thence South along the West line of said Section 13 to the South line of the Northwest '/4 of said Section 13; thence East along said South line and the South line of the Northeast '/4 of said Section 13 to the East line of said Section 13; thence North along the East line of said Section 13 to the centerline of U.S. Highway 218 as presently established; thence Northwesterly along the centerline of U.S. Highway 218 to the North line of said Section 13; thence West along the North line of Said Section 13 to the Northwest corner of said Section 13 and the Point of Beginning. Removal Area 2: That part of the above described Original area located within the following described area: All that part of Section 12, T88N R13W, located Southerly of the Southerly Page 302 of 547 right-of-way line of U.S. Highway 20 as presently established, and located Southwesterly of the Southwesterly right-of-way line of U.S. Highway 218 as presently established, except Parcel "A" of the Southwest '/4 of Section 12, T88N R13W, recorded in Misc. Book 335 Page 957, and except Tract A and Tract B of IOC Waterloo, LLC Addition, a subdivision of a part of the SW 1/4 and part of the SE 1/4 of Section 12, T88N R13W, recorded as Document 2007- 016941. Removal Area 3: That part of the above described Original area located within the following described area: Beginning at the intersection of the West line of Section 11, T88N R13W, and the centerline of Southtown Drive; thence Easterly along the centerline of Southtown Drive to the Southerly extension of a line that is parallel with and 105 feet East of the West line of Lot 2 of Southtown; thence Northerly along the Southerly extension of said line and said line to the Northerly line of said Lot 2; thence Westerly along said Northerly line to the Northwest corner of said Lot 2; thence Northerly along the Westerly line of Lot 3 and Lot 4 of said Southtown to the Northwesterly line of said Lot 4; thence Northeasterly along the Northwesterly line of said Lot 4 to the Northerly line of said Lot 4: thence West a distance of 172.93 feet; thence Westerly to the Northwest corner of Section 11, T88N R13W; thence South along the West line of said Section 11 to the centerline of Southtown Drive and the Point of Beginning. Removal Area 4: That part of the above described Original area described as Lot 1 of Crossroads Plat No. 3. Removal Area 5: That part of the above described Original area located within the following described area: Richland Park Lots 8, 9, 17, 18, 19, 20, 21, 22; and Lot 16 Richland Park, except that part lying Easterly of a line which is parallel with and 45 feet normally distant and Westerly of the East line of said Lot 16; and Lot 23 Richland Park, except that part lying Easterly of a line which is parallel with and 45 feet normally distant and Westerly of the East line of said Lot 16; and vacated Camelot Drive lying West of the Southwesterly line of Flammang Drive, except that part lying Easterly of a line which is parallel with and 45 feet normally distant and Westerly of the East line of said Lot 16; and also Lot 5 of Fortune Addition. Page 303 of 547 Removal Area 6: That part of the above described Original area located within the following described area: Beginning at the intersection of the centerline of Crossroads Boulevard and the centerline of Penneys Street; thence Northeasterly and Southeasterly along the centerline of Crossroads Boulevard to the Southwesterly extension of the Southeasterly line of Lot 1 of Crossroads Plat No. 8; thence Northeasterly along the Southwesterly extension of the Southeasterly line of said Lot 1, the Southeasterly line of said Lot 1, and the Northeasterly extension of the Southeasterly line of said Lot 1 to the centerline of La Porte Road; thence Southeasterly along the centerline of La Porte Road to the Northeasterly extension of the Northwesterly line of Lot 2 of Crossroads Plat No. 10; thence Southwesterly along the Northeasterly extension of the Northwesterly line of said Lot 2 and the Northwesterly line of said Lot 2 to the Southwesterly line of said Lot 2; thence Southeasterly along the Southwesterly line of said Lot 2 to the Southeasterly line of said Lot 2; thence Northeasterly along the Southeasterly line of said Lot 2 and a Northeasterly extension of the Southeasterly line of said Lot 2 to the centerline of La Porte Road; thence Southeasterly and Southwesterly along the centerline of La Porte Road and the centerline of Hess Road as presently established to the South line of Section 1, T88N R13W; thence West along the South line of said Section 1 to the Southwest corner of said Section 1; thence West along the South line of Section 2, T88N R13W, to the Southerly extension of the East line of Lot 1 of Crossroads Plat No. 9; thence Northerly along the Southerly extension of the East line of said Lot 1, the East line of said Lot 1, and a Northerly extension of the East line of said Lot 1 to the centerline of Crossroads Boulevard; thence Easterly and Northeasterly along the centerline of Crossroads Boulevard to the Southeasterly extension of the Southerly most line of Lot 3 of Crossroads Plat No. 7 that connects to Crossroads Boulevard; thence Northwesterly along said Southeasterly extension of said Southerly most line that connects to Crossroads Boulevard to the Northwesterly right-of-way line of Crossroads Boulevard; thence Northwesterly and Southwesterly along the Southerly most lines of said Lot 3 to the Southwesterly most corner of said Lot 3: thence Southwesterly along the Southeasterly line of Lot 1 of Crossroads Plat No. 7 and a Southwesterly extension of the Southeasterly line of said Lot 1 to the centerline of Crossroads Boulevard; thence Northwesterly and Northerly along the centerline of Crossroads Boulevard to an Easterly extension of the Southerly most Page 304 of 547 line of Lot A-1 of Crossroads Plat No. 4; thence Westerly and Southwesterly along said extension of the Southerly most line of Lot A-1 and said Southerly most line of Lot A-1 to the Southerly most corner of said Lot A-1; thence Northwesterly along the Southwesterly line of said Lot A-1 to the Westerly most corner of said Lot A-1; thence Northeasterly along the Northwesterly line of said Lot A-1 to the Northerly most corner of said Lot A-1; thence Southeasterly along the Northeasterly line of said Lot A-1 and a Southeasterly extension of the Northeasterly line of said Lot A-1 to the centerline of Crossroads Boulevard; thence Northeasterly along the centerline of Crossroads Boulevard to the centerline of Penneys Street and the Point of Beginning. Amendment No. 2 area (2019) (Amendment No. 2 Subarea) (as modified by Amendment No. 3 (2020)) That part of the above described Original area removed by Amendment No. 1 located within the following described area: Beginning at the Northwest corner of Section 13, T88N R13W; thence South along the West line of said Section 13 to the South line of the Northwest '/4 of said Section 13; thence East along said South line and the South line of the Northeast '/4 of said Section 13 to the East line of said Section 13; thence North along the East line of said Section 13 to the centerline of U.S. Highway 218 as presently established; thence Northwesterly along the centerline of U.S. Highway 218 to the North line of said Section 13; thence West along the North line of Said Section 13 to the Northwest corner of said Section 13 and the Point of Beginning. And, That part of the above described Original area removed by Amendment No. 1 located within the following described area: All that part of Section 12, T88N R13W, located Southerly of the Southerly right-of-way line of U.S. Highway 20 as presently established, and located Southwesterly of the Southwesterly right-of-way line of U.S. Highway 218 as presently established, except Parcel"A" of the Southwest '/4 of Section 12, T88N R13W, recorded in Misc. Book 335 Page 957, and except Tract A and Tract B of IOC Waterloo, LLC Addition, a subdivision of a part of the SW '/4 and part of the SE '/a of Section 12, T88N R13W, recorded as Document 2007-016941. Page 305 of 547 And, All that part of Govt. Lot 4 Sec. 12, T88N R13W and the SE 1/4 of the SE '/4 of Sec. 12, T88N R13W, lying Southwesterly of Highway#218 (now known as Texas Street), and lying Northeasterly of the centerline of U.S. Highway 218 as presently established. And, Beginning at the Southeast corner of Section 11, T88N R13W; thence West to the West line of the SE 1/4 of said Section 11; thence North along the West line of said SE 1/4 to the North line of said SE 1/4; thence East along the North line of said SE 1/4 to the East line of the SW 1/4 of the NE 1/4 of said Section 11; thence North along the East line of the SW 1/4 of the NE 1/4 of said Section 11 to the Northerly right-of-way line of U.S. Highway 20 as presently established; thence Northeasterly along said Northerly right-of-way line to the East line of said Section 11; thence South along the East line of said Section 11 to the Southeast corner of said Section 11 and the Point of Beginning. And, That part of the above described Original area removed by Amendment No. 1 located within the following described area: Beginning at the intersection of the West line of Section 11, T88N R13W, and the centerline of Southtown Drive; thence Easterly along the centerline of Southtown Drive to the Southerly extension of a line that is parallel with and 105 feet East of the West line of Lot 2 of Southtown; thence Northerly along the Southerly extension of said line and said line to the Northerly line of said Lot 2; thence Westerly along said Northerly line to the Northwest corner of said Lot 2; thence Northerly along the Westerly line of Lot 3 and Lot 4 of said Southtown to the Northwesterly line of said Lot 4; thence Northeasterly along the Northwesterly line of said Lot 4 to the Northerly line of said Lot 4: thence West a distance of 172.93 feet; thence Westerly to the Northwest corner of Section 11, T88N R13W; thence South along the West line of said Section 11 to the centerline of Southtown Drive and the Point of Beginning. And, Page 306 of 547 That part of the above described Original area removed by Amendment No. 1 described as Lot 1 of Crossroads Plat No. 3. And, That part of the above described Original area removed by Amendment No. 1 located within the following described area: Richland Park Lots 8, 9, 17, 18, 19, 20, 21, 22; and Lot 16 Richland Park, except that part lying Easterly of a line which is parallel with and 45 feet normally distant and Westerly of the East line of said Lot 16; and Lot 23 Richland Park, except that part lying Easterly of a line which is parallel with and 45 feet normally distant and Westerly of the East line of said Lot 16; and vacated Camelot Drive lying West of the Southwesterly line of Flammang Drive, except that part lying Easterly of a line which is parallel with and 45 feet normally distant and Westerly of the East line of said Lot 16; and also Lot 5 of Fortune Addition. And, That part of the above described Original area removed by Amendment No. 1 located within the following described area: Beginning at the intersection of the centerline of Crossroads Boulevard and the centerline of Penneys Street; thence Northeasterly and Southeasterly along the centerline of Crossroads Boulevard to the Southwesterly extension of the Southeasterly line of Lot 1 of Crossroads Plat No. 8; thence Northeasterly along the Southwesterly extension of the Southeasterly line of said Lot 1, the Southeasterly line of said Lot 1, and the Northeasterly extension of the Southeasterly line of said Lot 1 to the centerline of La Porte Road; thence Southeasterly along the centerline of La Porte Road to the Northeasterly extension of the Northwesterly line of Lot 2 of Crossroads Plat No. 10; thence Southwesterly along the Northeasterly extension of the Northwesterly line of said Lot 2 and the Northwesterly line of said Lot 2 to the Southwesterly line of said Lot 2; thence Southeasterly along the Southwesterly line of said Lot 2 to the Southeasterly line of said Lot 2; thence Northeasterly along the Southeasterly line of said Lot 2 and a Northeasterly extension of the Southeasterly line of said Lot 2 to the centerline of La Porte Road; thence Southeasterly and Southwesterly along the centerline of La Porte Road and the centerline of Hess Road as presently established to the South line of Section 1, T88N R13W; thence West along the South line of said Section 1 to the Southwest corner of Page 307 of 547 said Section 1; thence West along the South line of Section 2, T88N ROW, to the Southerly extension of the East line of Lot 1 of Crossroads Plat No. 9; thence Northerly along the Southerly extension of the East line of said Lot 1, the East line of said Lot 1, and a Northerly extension of the East line of said Lot 1 to the centerline of Crossroads Boulevard; thence Easterly and Northeasterly along the centerline of Crossroads Boulevard to the Southeasterly extension of the Southerly most line of Lot 3 of Crossroads Plat No. 7 that connects to Crossroads Boulevard; thence Northwesterly along said Southeasterly extension of said Southerly most line that connects to Crossroads Boulevard to the Northwesterly right-of-way line of Crossroads Boulevard; thence Northwesterly and Southwesterly along the Southerly most lines of said Lot 3 to the Southwesterly most corner of said Lot 3: thence Southwesterly along the Southeasterly line of Lot 1 of Crossroads Plat No. 7 and a Southwesterly extension of the Southeasterly line of said Lot 1 to the centerline of Crossroads Boulevard; thence Northwesterly and Northerly along the centerline of Crossroads Boulevard to an Easterly extension of the Southerly most line of Lot A-1 of Crossroads Plat No. 4; thence Westerly and Southwesterly along said extension of the Southerly most line of Lot A-1 and said Southerly most line of Lot A-1 to the Southerly most corner of said Lot A-1; thence Northwesterly along the Southwesterly line of said Lot A-1 to the Westerly most corner of said Lot A-1; thence Northeasterly along the Northwesterly line of said Lot A-1 to the Northerly most corner of said Lot A-1; thence Southeasterly along the Northeasterly line of said Lot A-1 and a Southeasterly extension of the Northeasterly line of said Lot A-1 to the centerline of Crossroads Boulevard; thence Northeasterly along the centerline of Crossroads Boulevard to the centerline of Penneys Street and the Point of Beginning. And Beginning at the intersection of the centerline of East San Marnan Drive and the centerline of La Porte Road; thence Northwesterly along the centerline of La Porte Road to the centerline of East Ridgeway Avenue; thence Westerly along the centerline of East Ridgeway Avenue to a Southerly extension of the West line of Lot 474 of Pleasant View Addition; thence Northerly along the Southerly extension of the West line of said Lot 474 and the West line of said Lot 474 to the North line of said Lot 474; thence Easterly along the North line of said Lot 474 and the North line of Lot 475 of said Pleasant View Addition to the Northeast corner of said Lot 475; thence Northerly to the Southeast corner of Lot 366 of said Pleasant View Addition; thence Page 308 of 547 Northerly along the East line of said Lot 366 to the Northeast corner of said Lot 366; thence Northerly to the Southeast corner of Lot 355 of said Pleasant View Addition; thence Northerly along the East line of said Lot 355 to the Northeast corner of said Lot 355; thence Easterly along the North line of Lot 356 of said Pleasant View Addition to the Northeast corner of said Lot 356; thence Northerly to the Southeast corner of Lot 245 of said Pleasant View Addition; thence Northerly along the East line of said Lot 245 to the Northeast corner of said Lot 245; thence Westerly along the North line of said Lot 245 to the Northwest corner of Said Lot 245; thence Northerly to the Southwest corner of Lot 236 of said Pleasant View Addition; thence Northerly along the West line of said Lot 236 to the Northwest corner of said Lot 236; thence Northerly to the Southwest corner of Lot 125 of said Pleasant View Addition; thence Northerly along the West line of said Lot 125 to the Northwest corner of said Lot 125; thence Westerly along the North lines of Lots 126 and 127 of said Pleasant View Addition to the Northwest corner of said Lot 127; thence Northerly to the Southwest corner of Lot 114 of said Pleasant View Addition; thence Northerly along the West line of said Lot 114 to the Northwest corner of said Lot 114; thence Northerly to the Southwest corner of Lot 7 of said Pleasant View Addition; thence Easterly along the South lines of Lot 7 and Lot 6 of said Pleasant View Addition to the East line of the West 20 feet of said Lot 6; thence Northerly along said East line to the North line of said Lot 6; thence Northerly along the Northerly extension of said East line to the South line of Lot 4 of Sunkist Addition; thence Westerly along said South line to the West line of said Lot 4; thence Northerly along said West line to the South line of Lot 293 of Mc Lendon's First Addition; thence Easterly along said South line to the East line of said Mc Lendon's First Addition; thence Northerly along said East line to the Southeast corner of Lot 242 of said Mc Lendon's First Addition; thence Northerly along the East lines of Lots 242 and 240 of said Mc Lendon's First Addition to the Northeast corner of said Lot 240; thence Westerly along the North line of said Lot 240 to the Northwest corner of said Lot 240; thence Northerly to the Southwest corner of Lot 15 of Mc Lendon Addition; thence Northerly along the West lines of Lots 15 and 13 of said Mc Lendon Addition to the Northwest corner of said Lot 13; thence Westerly along the North lines of Lots 12, 11, 10, 9, and 8 of said Mc Lendon Addition to a point on the North line of said Lot 8 that intersects a Southerly extension of the East line of Rolling Acres; thence Northerly along said Southerly extension of the East line of Rolling Acres and the East line of Rolling Acres to the Southwest corner of Rolling Acres 1St Addition; thence Easterly along the South line of said Page 309 of 547 Rolling Acres 1St Addition to the Southeast corner of Rolling Acres 1St Addition; thence Northerly along the East line of said Rolling Acres 1St Addition to the Northeast corner of Rolling Acres 1St Addition, said point being on the centerline of Byron Avenue; thence Westerly along the centerline of Byron Avenue to the Southerly extension of the West line of Stoyanoff s Replat; thence Northerly along the Southerly extension of said West line and said West line to the Northwest corner of said Stoyanoff's Replat; thence Northerly along an extension of the Westerly line of said Stoyanoff's Replat to the centerline of Hawthorne Avenue; thence Easterly along the centerline of Hawthorne Avenue to the centerline of the Iowa Northern Railroad; thence Southeasterly along the centerline of the Iowa Northern Railroad to a Northeasterly extension of the centerline of East San Marnan Drive; thence Southwesterly along the Northeasterly extension of the centerline of East San Marnan Drive and the centerline of East San Marnan Drive to its intersection with the centerline of U.S. Highway 218/Interstate 380; thence Southwesterly along the centerline of East San Marnan Drive to the centerline of La Porte Road and the Point of Beginning. Except the following 2 areas removed from the Amendment No. 2 area(2019)by Amendment No. 3 (2020 Removal Area 1: Beginning at the Southwest corner of Section 12, T88N R13W; thence North 55 feet to the Northerly right-of-way line of East Shaulis Road as presently established; thence Easterly along said Northerly right-of-way line of East Shaulis Road and an Easterly extension of said Northerly ght-of-way line to the centerline of U.S. Highway 218 as presently established; thence Southeasterly along said centerline to the East line of Section 13, T88N R13W; thence South along the East line of said Section 13 to the South line of the Northeast '/4 of said Section 13; thence West along said South line and the South line of the Northwest '/4 of said Section 13 to the West line of said Section 13; thence North along the West line of said Section 13 to the Northwest corner of said Section 13, said point also being the Southwest corner of Section 12, T88N ROW, and the Point of Beginning. Removal Area 2: Beginning at the Southwest corner of Section 12, T88N ROW; thence East 50 feet to the Easterly right-of-way line of Hess Road as presently established; thence Northerly along said Easterly right-of-way line of Hess Road to the intersection with an Page 310 of 547 Easterly extension of the North line of the Southeast 1/4 of the Southeast '/4 of Section 11, T88N ROW; thence Westerly along said Easterly extension of the North line of said Southeast 1/4 of the Southeast '/4, and said North line of said Southeast 1/4 of the Southeast '/4, and the North line of the Southwest 1/4 of the Southeast 1/4 of said Section 11 to the Northwest corner of said Southwest 1/4 of the Southeast 1/4; thence Southerly along the West line of said Southwest 1/4 of the Southeast 1/4 to the South line of said Section 11; thence Easterly along said South line to the Southeast corner of said Section 11, said point also being the Southwest corner of Section 12, T88N ROW, and the Point of Beginning. Page 311 of 547 Attachment C City of Waterloo Black Hawk County, Iowa Study of Bonding Capacity as of January 1, 2018 January 1, 2018 Actual Gross Assessed Valuation $3,842,687,659 Legal Bonding Rate 5% Legal Bonding Limit $ 192,134,383 Less Outstanding G.O. & Other Debt ($ 108,893,025) Unused Gross bonding Capacity $ 83,241,358 56.68% of legal limit Page 312 of 547 ATTACHMENT D Crossroads Amendment 3 (2020) Project Proposals Proposed Budgets 1) Future or Anticipated Acquisition Acquisition $14,000,000 2) Future or Anticipated Demolition Demolition $4,000,000 3) Site Improvements, Platting Site Improvements, Platting $1,000,000 4) Sanitary Sewer, Water, Road, RISE match Utility/ Infrastructure expansion $2,000,000 5) Legal Fees, Consulting fees, and related expenses General Administrative Fees $800,000 associated with administration and operation of the Urban Renewal Area Total $800,000 6) Miscellaneous (certification, environmental) Misc. Expenses $300,000 Total $300,000 7) Road expansion south of Crossroads Blvd Construction $2,500,000 Architectural & Engineering Fees $200,000 Construction Administration $100,000 Total $2,800,000 8) LaPorte Road Acquisition $200,000 Construction $24,000,000 Engineering Fees $2,500,000 Construction Administration $2,500,000 Total $29,200,000 9) Evaluation of Traffic Patterns throughout area Construction $1,200,000 Traffic Study $400,000 Right-of-way acquisition $100,000 Total $1,700,000 10) Construction of Isle of Capri Blvd to Hess Road Construction $1,200,000 Engineering Fees $120,000 Construction Administration $60,000 Total $1,380,000 11) Flood Plain Mapping Engineering Fees $400,000 Total $400,000 12) Acquisition of Right-of-way from State of Iowa Acquisition $3,000,000 Total $3,000,000 13) Total $0 14) Sub Total $60,580,000 Page 313 of 547 Tax Rebate Projects 1) Crossing Point Tax Rebates $1,279,215 2) Fairfield Inn Tax Rebates $422,344 3) Car Wash $500,000 4) DUPACO $35,000 5) 6) 7) 8) 9) 10) Sub Total Tax Rebates $2,236,559 TOTAL $62,816,559 Page 314 of 547 CITY OF WATERLOO Council Communication Amendment No. 6 to the San Marnan Urban Renewal and Redevelopment Plan to expand the boundaries, update projects and project budgets to be included in the Plan, and other general updates to the Plan. City Council Meeting: 7/13/2020 Prepared: 7/6/2020 ATTACHMENTS: Description Type ❑ San Mannan Development Plan Amendment 6 Backup Material Motion to receive and file proof of publication of notice of public hearing_ HOLD HEARING -No comments on file. Motion to close hearing and receive and file oral and written comments, and recommendation of approval of the Planning Programming and Zoning Commission. Resolution affirming previous determination of an area of the City to be an economic development area, determining that the development or redevelopment of said area is necessary in the interest of the public health, safety or welfare, designating said area as appropriate for an urban renewal project, and approving the plan amendment. Motion to receive, file, consider and pass for the first time an ordinance SUBJECT: providing that general property taxes levied and collected each year on all property located within the newly described San Marnan Urban Renewal and Redevelopment Plan Area, in the City of Waterloo. County of Black Hawk, State of Iowa, by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts, be paid to a special fund for payment of principal and interest on loans, monies advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said Urban Renewal Project. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt the ordinance. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Staff is proposing to amendment the San marnan Urban Renewal and Redevelopment Plan and TIF District by adding new areas into the TIF boundary. The areas being added are primarily road right-of-way and the proposed theme park development. The amendment will capitalize on previous success and stability of the San Maman TIF to assist in the development of the theme park and related road improvements. Amendments to a TIF Plan require a consultation with taxing entities, Summary Statement: which was held on June 17, 2020. The amendment will also update Page 315 of 547 projects and project budgets to be included in the Plan, and include other general updates to the Plan. The Planning, Programming and Zoning Commission reviewed the proposed amendment at their regular meeting on July 7, 2020 and recommended approval of the amendment. Expenditure Required: None Source of Funds: n/a Policy Issue: Economic Development, Strategic Plan Policies 1, 3 and 4. Legal Descriptions: See Attached Page 316 of 547 Prepared by Aric Schroeder, City of Waterloo, 715 Mulberry Street,Waterloo,IA, 50703 319-291-4366 Return to preparer after recording. SAN MARNAN URBAN RENEWAL AND REDEVELOPMENT PLAN (AMENDMENT NO. -5-6 - 20192020) Page 317 of 547 INTRODUCTION The City of Waterloo 2010 Strategic Development Plan states the need to diversify and increase the property tax base by encouraging the retention and expansion and attraction of business and industry. The Comprehensive Plan states that the City should continually explore incentives to encourage development and increase employment that will help the City achieve these goals. Under the present circumstances, there is the need to bring about economic development; i.e., the expansion of existing industry and the attraction of new industry, which will further diversify and increase the property tax base and which will increase employment opportunities. The San Marnan Urban Renewal and Redevelopment Plan presents a proposal for the location of business parks and developments on various lands generally located(a) between Car Ma Drive and U.S. Highway 20 between Aaiost. 4th R-tree* -Ar,a Kim-h-M-1 Avenue, (b) between U.S. Higl+way 20 and Sha-ulis Read between Ansber-ough Ave"e and just east of lowa Highway 21 and(e) between San Maman Drive and Breekeridge Drive between Pheasant Lane and Kimball A-v�within the areas shown in Attachment A and described in Attachment B. The Plan also will allow tax increment revenue to be used as incentives for the development of the area. These incentives would be negotiated and approved on a project-by-project basis at future dates. To achieve the primary objectives of this Plan, the City of Waterloo shall undertake the urban renewal actions as specified in this tax increment plan, pursuant to the powers granted to it under Chapter 403 of the Code of Iowa, as amended. - 1 - Page 318 of 547 TABLE OF CONTENTS I. SAN MARNAN URBAN RENEWAL AND REDEVELOPMENT PLAN AS AMENDED. A. DESCRIPTION OF PROJECT B. COMPREHENSIVE PLAN C. PROJECT PROPOSALS D. OTHER PROVISIONS NECESSARY TO MEET STATE AND LOCAL REQUIREMENTS. E. PROCEDURES FOR CHANGES IN THE PLAN F. RELOCATION G. BONDING CAPACITY II. PROJECT BUDGET A. NARRATIVE B. LOANS OR GRANTS C. TAX INCREMENT FINANCING III. LEGAL DATA - ATTACHMENTS A. BOUNDARY MAP B. LEGAL DESCRIPTION C. STUDY OF BONDING CAPACITY D. PROJECT PROPOSALS AND BUDGET E. ACQUISITION CHECKLIST F. RELOCATION CHECKLIST G. PLANNING, PROGRAMMING& ZONING RESOLUTION - 2 - Page 319 of 547 H. NOTIFICATION TO TAXING ENTITIES AND RECORD OF CONSULTATION I. RESOLUTION ADOPTING PLAN J. ORDINANCE ADOPTING TAX INCREMENT FINANCING DISTRICT K. NOTICE OF PUBLIC HEARING - 3 - Page 320 of 547 L SAN MARNAN URBAN RENEWAL AND REDEVELOPMENT PLAN AS AMENDED. A. Description of Project 1. Boundary Map (See Attachment"A") 2. Boundary Description (See Attachment`B") 3. Findings and Objectives a. Findings The City of Waterloo proposes to undertake the San Marnan Urban Renewal and Redevelopment Plan under the provisions of Iowa Code Chapter 403, as amended to date. It is hereby found and declared that there exists in the proposed San Marnan Urban Renewal and Redevelopment Plan Area the continuing need for programs to alleviate and prevent conditions of unemployment; and that it is accordingly necessary to assist and retain local industries and commercial enterprises to strengthen and revitalize the economy of this City; that accordingly it is necessary to provide means and methods for the encouragement and assistance of industrial and commercial enterprises in locating, purchasing, constructing, reconstructing, modernizing, improving, maintaining, repairing, furnishing, equipping, and expanding in this City; and that it is also necessary to encourage the location and expansion of commercial enterprises to more conveniently provide needed services and facilities of the commercial enterprises to Waterloo and the residents of the City. b. Objectives of the Plan This Plan is intended to strengthen the economy, promote commercial and industrial development, expansion, of existing business and industry and attraction of new industry. In accordance with this public purpose, the San Marnan Project is intended to accomplish the following objectives: (1) To provide for the expansion of the existing uses and the establishment of new uses which are essential for the economic development and redevelopment of the area. (2) Encourage investment in existing residential, commercial, and industrial uses and vacant land in the San Marnan Area - 4 - Page 321 of 547 by enhancing the environment and making it more conducive to economic development. (3) Provide incentives to expand existing business and industrial uses and attract new industrial and commercial uses as allowed under Chapter 15A of the Code of Iowa, such as tax abatements, tax rebates, land acquisition, demolition, loans, grants and/or any other incentives that will result in development of the San Martian Area. (4) Increase employment opportunities for the citizens of Waterloo. (5) Provide the necessary infrastructure, such as sanitary sewer, storm sewer, streets, traffic control,parking, skywalks, street amenities, bike trails, etc., that may be necessary as the area is developed. (6) All objectives of the original plan adopted in 1999, and amendments adopted in 2004, 2009, 2015, and 2017. B. Comprehensive Plan 1. This Plan is in conformance with the previously adopted Comprehensive Plan for the City of Waterloo. 2. As part of good planning and land use, the following goals are inherent to the realization of plan objectives. a. Stimulate land uses which will strengthen and complement existing sound land use relationships within the surrounding community. b. Stabilize and increase employment in the area. C. Encourage investment in the area. d. Conserve and enhance the existing community facilities necessary to serve the surrounding area. 3. This plan is consistent with the Comprehensive Plan including the Future Land Use Map in that both strive to: a. Maintain the City's role as a regional center of commerce and industry. - 5 - Page 322 of 547 b. Assure land uses which will strengthen and complement existing appropriate land use relationships within the surrounding community. C. Encourage sound growth and investment in the area. d. Increase employment in the area by encouraging economic development. e. To provide economic incentives that may increase employment opportunities within the City. C. Project Proposals 1. General Renewal Activities a. The City intends to acquire land or interests in land to facilitate development that is consistent with this Plan and site improvements. b. The City intends to provide public facilities that are needed from time to time such as streets, sanitary sewers, storm sewers,parking, traffic control, streetscape amenities, skywalks, bike trails, etc. C. The City may make loans or grants to private persons or businesses for economic development and/or redevelopment purposes on such terms as may be determined by the City Council. d. The City may borrow money and provide security therefor. e. The City may establish and enforce controls, standards, and restrictions on land use and buildings. f. The City may make or have made surveys and plans necessary for the implementation of the urban renewal program and specific urban renewal project activities. g. The City may use tax increment financing to achieve a more marketable and competitive land-offering price, to provide for necessary physical improvements and infrastructure, and to fund other urban renewal project costs. h. The City may use any and all other powers, without limitation, granted by the Code to develop and provide for improved economic conditions in the City of Waterloo. - 6 - Page 323 of 547 i. Pay all legal fees, consulting fees, and related expenses associated with the administration and operation of the San Marnan Urban Renewal and Redevelopment Area. 2. Land Acquisition and Disposition The City intends to finance the acquisition of one or more tracts of land in the Project Area for purposes of private development. Other areas may be identified for acquisition in the future for the following purposes: a. To provide sites for needed private and public improvements or facilities or other public purposes, in proper relationship to the projects demand for such facilities and in accordance with accepted criteria for the development of such facilities; b. To assemble land into parcels of adequate size and shape to meet contemporary development needs and standards and to allow new construction to meet the objectives of the Plan. C. To acquire any and all interests in any property within the Project Area, which in any way dominates or controls usage of other real property,proposed to be acquired. The City may make improvements for redevelopment or transfer of land to private developers. Improvements will be accomplished in accordance with the goals and objectives of this Plan and in concert with other actions to ensure timely improvement of the land. The City may advertise and solicit development proposals, may negotiate directly with prospective developers, and may dispose of all or a portion of the property acquired by it for the purpose of redevelopment in accordance with the goals and objectives of this Plan. The property so disposed of may include vacated right-of-way and other lands under public ownership, which are not needed for public purposes. The City may subdivide, vacate, or otherwise change the recorded arrangement of property under its control to accomplish the goals and objectives of this Plan. 3. San Marnan Urban Renewal and Redevelopment Area Projects a. Over time project agreements will be developed to outline specifics of projects that meet the objectives of this plan. The known and anticipated projects are listed in Attachment"D". In the future this list of projects may be amended or added to by the action of the City Council after proper notice and hearing. - 7 - Page 324 of 547 4. Public Improvements a. Infrastructure such as streets, sewers, parking, streetscape, bike trails, skywalks, sidewalks, etc. will be constructed in association with enhancing the new development projects using the local option sales tax for street reconstruction and G.O. bonds which will be paid off with the increased tax increment revenues resulting from private investment in the San Marnan area. D. Other Provisions Necessary to Meet State and Local Requirements 1. In accordance with this San Martian Urban Renewal and Redevelopment Plan, the City of Waterloo will take whatever action it deems necessary to close, vacate,plan or replan streets,roads, sidewalks,walkways or other places within the project area. 2. In the event it is deemed necessary for the successful implementation of the plan to acquire any properties, land acquisition procedures will follow the policies and procedures used in the City's acquisition programs. (Current policy attached as Attachment"E".) E. Procedures for Changes in the Plan 1. This plan may be modified at any time provided it is done in accordance with the Iowa Code Chapter 403, and the proposed plan modification is reviewed by the Waterloo, Planning, Programming and Zoning Commission (for boundary amendments) and a public hearing is held by the Waterloo City Council. F. Relocation 1. All relocation will be carried out in accordance with Iowa Code Section 403.5(4)(a), and in the event any properties are acquired and it is necessary to relocate families, individuals or businesses, relocation assistance will be provided by the City's Community Planning and Development Relocation staff. (Current policy attached as Attachment "F"•) G. Bonding Capacity 1. For updated information about unused bonding capacity for the City of Waterloo, see Attachment"C" attached hereto. II. Project Budget - 8 - Page 325 of 547 A. Narrative The San Marnan Urban Renewal and Redevelopment Plan includes the areas as described in Attachment `B". As each project is developed, the City Council may enter into a specific project agreement, which after public hearing will identify the specific financial incentives that maybe used on each project. Therefore, a total value on the financial incentives cannot be identified at this time. The following projects will be developed,but specific project budgets cannot be identified as specific locations are not available. However,preliminary budgets for known projects are listed in Attachment"D". 1. Acquisition of property. 2. Tax rebate program. The property tax assessment base on the real estate where a new development and/or redevelopment is completed is frozen. While the frozen amount will be guaranteed to each taxing jurisdiction, the increased tax revenue resulting from the new development may be rebated annually to the developer for up to twenty(20) years. The developer may use these funds in two ways: (1) to pay off private debt incurred in financing the new construction and/or the rehabilitation/renovation of an existing commercial building, or(2) to pay off improvements (street and/or parking improvements, etc.) associated in enhancing the new development and/or the total rehabilitation/renovation project. A specific project agreement will be required for each project. The taxable value must be increased by a minimum of 10% and increase the annual tax by a minimum of$500.00. This program is not applicable to any Self Supported Municipal Improvement District levy, other special tax assessments, the debt service levy, or any other levy exempted from treatment as tax increment financing under applicable law. 3. Project loans and/or grants. 4. Infrastructure such as streets, sewers, parking, streetscape,bridge improvements, skywalks, sidewalks, etc. B. Loans or Grants. The making of loans or grants of public funds to private businesses within the Project Area may be deemed necessary or appropriate for economic development purposes (as defined in Chapter 15A of the Code) and to aid in the planning, undertaking, and carrying out of urban renewal project activities authorized under this San Marnan Urban Renewal and Redevelopment Plan and the Code. In furtherance of the objectives under this San Marnan Urban Renewal and Redevelopment Plan, the City may determine to issue general obligation bonds, - 9 - Page 326 of 547 tax increment revenue bonds or other such obligations, or to enter into loan agreements for the purpose of making loans or grant funds to private businesses located in the Project Area. Alternatively, the City may determine to use available funds for making such loans or grants. C. Tax Increment Financing. The City intends to utilize tax increment financing as a means to help pay for the costs associated with the development of the Project Area. General obligation bonds, tax increment revenue bonds or other such obligations or loan agreements may be issued by the City. Tax increment reimbursement may be sought for, among other things, the following costs (if and to the extent incurred by the City): I. The construction of public improvements, such as streets, sanitary sewers, sewage treatment lagoons, storm sewers, parking facilities, water mains, bike trails or sidewalks; 2. The acquisition of land and preparation of same for sale to private developers or for public purposes or public improvements. 3. The making of loans or grants to private businesses under Chapter 15A or Chapter 403 of the Code, including debt service payments on any bonds or notes issued to finance such loans or grants; or 4. Providing the local matching share of CEBA, RISE, or other state, federal, or local grants and loan programs. Nothing herein shall be construed as a limitation on the power of the City to exercise any lawful power granted to the City under Chapter 15A, Chapter 260E, Chapter 384, Chapter 403, Chapter 404, Chapter 427B, or any other provision of the Code in furtherance of the objectives of this Urban Renewal Plan. III. Legal Data See Attachments A-K A. Boundary Map B. Legal Description C. Study of Bonding Capacity D. Project Proposals and Budget E. Acquisition Checklist - 10 - Page 327 of 547 F. Relocation Checklist G. Planning, Programming& Zoning Commission Resolution H. Notification to Taxing Entities and Record of Consultation I. City Council Resolution Adopting Plan J. City Council Ordinance Adopting Tax Increment Finance District K. Notice of Public Hearing - ll - Page 328 of 547 -,� � �=��■11 ■1111 1 77= -uuuluu7�=.'"111111111■ :: - 1111111111 1111111111 1111111111 IIII___ - _ 1 �11���•�� �-----II-�■-_�—� ----111111111117:�7..111111111 1 -is�: IIIIIIIIIII 11111111111 IIIIIIIIIII 11111111■-1■ 1i. �'�li , —-- --■■��■�. .11111111111111�. 1 !:- /� 11■.■;I,■1■����?� =- ••_•�JILa_■ "=..Ila.u■-:-:uunuum 1� ■Innen uuunn nuulun Inuuu:r `■\IIIC�\ �� ■1111 Will 1 N1 .�l�lllluw - -- - - - �,7%���•,,,�,,�,,,�,,,,,,,,,•�, .�■ -■■■��■■\��11111111�:' !- -��,��I,�I`,���♦♦�����i����.����,�— 11111■■■■■11■1, — ��_,,' - ON Attachment A - San Marnan Development Plan Area T.I.F. 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San Marnan •- • 1 1 1 _ 11111 111111111 = 11111 111111111 _ , n1 11111111111111E . . � Existing District Boundary ■ � Illiili�lll�� _ �•" • � �I■ Attachment B SAN MARNAN URBAN RENEWAL AND REDEVELOPMENT PLAN URBAN RENEWAL AREA LEGAL DESCRIPTIONS (note: references below to amendments are to amendments of urban renewal areas, a/k/a TIF districts, made by ordinance, and not to amendments of an urban renewal plan—the numbering system for urban renewal plans may vary from numbering applied to TIF district amendments) Original TIF district area (1999) (Original TIF Subarea) A part of the NW 1/4 of the NE 1/4,NE 1/4 of the NE 1/4 and the SW 1/4 of the NE 1/4 of Section 9-88- 13,Waterloo,Black Hawk County, Iowa, described as follows: Commencing at the Northeast corner of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00°26'14" E along the East Line of the NW 1/4 of the NE 1/4 of said Section 9 a distance of 463.53 feet to the point of beginning; thence S 89°03'48" E a distance of 110.02 feet; thence Northeasterly along a curve concave Northwesterly having a radius of 82.72 feet and a long chord bearing N 64°43'56" E a distance of 75.66 feet to the Northerly R-O-W line of Tower Park Drive as platted in Tower Park,Waterloo,Black Hawk County,Iowa;thence S 51°28'16" E along the Westerly end of said Tower Park Drive a distance of 60.00 feet;thence Southwesterly along a curve concave Northwesterly having a radius of 142.72 feet and a long chord bearing S 64°43'57" W a distance of 130.55 feet; thence N 89°03'48" W a distance of 58.09 feet; thence Southerly along a curve concave Southeasterly having a radius of 20.00 feet and a long chord bearing S 45°14'59" W a distance of 31.90 feet;thence S 00°26'14" E a distance of 346.22 feet;thence N 89°34'11"W a distance of 30.00 feet to the East line of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00°26'14" E along the East line of the NW 1/4 of the NE 1/4 and the East line of the SW 1/4 of the NE 1/4 of said Section 9 a distance of 470.00 feet to the Northerly R-O-W of U.S. Hwy. 20; thence N 89°34'11"W along said Northerly R-O-W a distance of 780.00 feet; thence N 00°26'14" W a distance of 530.00 feet;thence S 89°34'11" E a distance of 750.00 feet;thence N 00°26'14"W a distance of 367.24 feet;thence S 89°03'48" E a distance of 30.01 feet to the point of beginning, all in the City of Waterloo, Black Hawk County, Iowa. The East line of the NW 1/4 of the NE 1/4 of Section 9-88-13, Waterloo,Black Hawk County, Iowa is assumed to bear S 00'26'14" E. TIF district Amendment No. 1 area (2004) (TIF Amendment No. I Subarea) (as modified by TIF district Amendment No. 3 (2017) and as modified by TIF district Amendment No. 5 2( 019)) Beginning at the intersection of the centerlines of W. 4'Street and West San Marnan Drive,thence Easterly along the centerline of West San Marnan Drive to the point where the centerline of Johnathon Street extended would intersect said centerline,thence South and Southeasterly along the extension of the centerline and the centerline of Johnathon Street to the South line of Tower Park Drive,thence Southwesterly along an arc following the Southerly line of Tower Park Drive to the Westerly line of Tract Page 330 of 547 A of Tower Park Addition,thence South 45026' 14"East a distance of 173.84 feet,to a point on the Southwesterly line of Lot 1 Tower Park Addition,thence following said line of Lot 157.3 feet along a 64 foot radius curve,thence South 45026' 14"East 52 feet to the point of intersection of Lot 1 and Tract A, thence South 54°48' 14"East to the most Southerly corner of Tract A,thence in a straight line to the most Westerly corner of Lot 1 of Tower Park No. 2,thence East along the South line of said Lot 1 and an extension thereof to the centerline of Kimball Avenue,thence South along the centerline of Kimball Avenue to the centerline of U.S. Highway 20,thence Easterly along the centerline of U.S. Highway 20 to its intersection with the East line of the West 3/4 of Section 10 Township 88 Range 13,thence South along the East line of the West 3/4 of said Section 10 to the South line of said Section,thence West along the South line of Section 10 Township 88 Range 13 to the Southwest corner of said Section,thence continuing West along the South line of Section 9 Township 88 Range 13 to the Southwest corner of said Section,thence West 466 feet along the South line of Section 8 Township 88 Range 13,thence North 466 feet,thence East 466 feet to the East line of said Section 8,thence North along the East line of said Section to its intersection with the centerline of U.S. Highway 20,thence Westerly along said centerline to its intersection with the centerline of West 4t'Street,thence North along the centerline of West 4' Street to the centerline of San Marnan Drive, said point being the point of beginning, except that part described as follows: A part of the NW 1/4 of the NE 1/4,NE 1/4 of the NE 1/4 and the SW 1/4 of the NE 1/4 of Section 9-88- 13,Waterloo,Black Hawk County, Iowa, described as follows: Commencing at the Northeast corner of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00°26'14" E along the East Line of the NW 1/4 of the NE 1/4 of said Section 9 a distance of 463.53 feet to the point of beginning; thence S 89°03'48" E a distance of 110.02 feet;thence Northeasterly along a curve concave Northwesterly having a radius of 82.72 feet and a long chord bearing N 64°43'56" E a distance of 75.66 feet to the Northerly R-O-W line of Tower Park Drive as platted in Tower Park,Waterloo,Black Hawk County, Iowa;thence S 51°28'16" E along the Westerly end of said Tower Park Drive a distance of 60.00 feet;thence Southwesterly along a curve concave Northwesterly having a radius of 142.72 feet and a long chord bearing S 64°43'57"W a distance of 130.55 feet;thence N 89°03'48" W a distance of 58.09 feet; thence Southerly along a curve concave Southeasterly having a radius of 20.00 feet and a long chord bearing S 45'14'59" W a distance of 31.90 feet;thence S 00'26'14" E a distance of 346.22 feet;thence N 89°34'11" W a distance of 30.00 feet to the East line of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00°26'14" E along the East line of the NW 1/4 of the NE 1/4 and the East line of the SW 1/4 of the NE 1/4 of said Section 9 a distance of 470.00 feet to the Northerly R-O-W of U.S. Hwy. 20; thence N 89°34'11" W along said Northerly R-O-W a distance of 780.00 feet;thence N 00°26'14" W a distance of 530.00 feet;thence S 89°34'11" E a distance of 750.00 feet;thence N 00°26'14" W a distance of 367.24 feet;thence S 89°03'48" E a distance of 30.01 feet to the point of beginning, all in the City of Waterloo, Black Hawk County, Iowa. The East line of the NW 1/4 of the NE 1/4 of Section 9-88-13,Waterloo,Black Hawk County, Iowa is assumed to bear S 00°26'14" E. Except the following 5 areas removed from the TIF district Amendment No. 1 area by TIF district Amendment No. 3 (2017): Page 331 of 547 Area 1: That part of the above described TIF district Amendment No. 1 area located in Section 9 and 10 of T88 R13 lying Southerly of the centerline of US Highway 20. Area 2: That part of the above described TIF district Amendment No. 1 area located in Section 8 of T88 R13,but not excepting that part of said Section 8 described as Beginning at the intersection of the East line of the NE 1/4 of said Section 8 and an Easterly extension of the South line of the parcel of land described in Land Deed Book 543,Page 141, in the Black Hawk County Recorder's Office; thence S89°40'05"W 49.00';thence continuing S89°40'05"W 188.62'; thence S89°05'28"W to the Easterly right-of-way line of Galactic Drive;thence Northerly along said Easterly right-of-way line and an extension of said Easterly right-of-way line to the centerline of West San Marnan Drive; thence Easterly along said centerline to a point that would intersect a Northerly extension of the East line of said Section 8;thence Southerly along said Northerly extension and the East line of said Section 8 to the Point of Beginning. Area 3: That part of the above described TIF district Amendment No. 1 area described as Beginning at the intersection of the centerline of West San Marnan Drive and the Northerly extension of the West line of the Northeast 1/4 of the Northwest 1/4 of Section 9,T88 R13;thence Southerly along said Northerly extension and said West line to the Northerly right-of-way line US Highway 20; thence Easterly along said Northerly right-of-way line to the Southwest corner of Lot 1 of Tower Technology Park Plat No. 1; thence Northerly along the Westerly line of said Lot 1 to the Northwest corner of said Lot 1; thence Northerly along the Westerly most line of Tract A of Tower Technology Park Plat No. 1 to the Northwest corner of said Tract A that is on said Westerly most line of said Tract A;thence Easterly along the Northerly right-of-way line of Fisher Drive, as presently established,to a point that is N89034150"W 50.00' from the Southwest corner of Lot 3 of Tower Park No. 5;thence NO°26'00"W 310.66' to the Southerly right-of-way line of Tower Park Drive, as presently established;thence Easterly along said Southerly right-of-way line to a point where a Southerly extension of the West line of Lot 2 of Tower Park No. 5 would intersect;thence Northerly along a Southerly extension of said West line, along said West line, and along a Northerly extension of said West line to the centerline of West San Marnan Drive;thence Westerly along said centerline to the point where a Northerly extension of the Easterly line of Lot 1 of Tower Park No. 6 would intersect;thence Southerly along said Northerly extension and said Easterly line to the Southeast corner of said Lot 1; thence Westerly along the South line of said Lot 1 to the Southwest corner of said Lot 1; thence Northerly along the Easterly right-of-way line of Hurst Drive and a Northerly extension of said Easterly right-of-way line to the centerline of West San Marnan Drive;thence Westerly along said centerline of West San Marnan Drive to the Point of Beginning. Area 4: That part of the above described TIF district Amendment No. 1 area described as: Lot 1, Tract A, and Tract B of Tower Park No. 4. Area 5: That part of the above described TIF district Amendment No. 1 area described as: Lot A and Lot 3 except the East 21.99 feet of Lot 3 of Country Club Business Center Addition, and Lot 2 of Country Club Business Center Second Addition, and Lot 3 of Country Club Business Center Third Addition. Page 332 of 547 And except the following area removed from the TIF district Amendment No. 1 area by TIF district Amendment No. 5 (2019): All that part of the above described TIF district Amendment No. 1 area that is part of Lots 1 thru 24 of Sunnyside South Addition. TIF district Amendment No. 2 area (2009) (TIF Amendment No. 2 Subarea) A parcel of land in the Northwest Quarter(NW'/4) of Section 10,Township 88 North,Range 13 West of the 5'P.M.,Black Hawk County, Iowa, described as follows: Beginning at the intersection of the centerline of Kimball Avenue and the centerline of US Highway 20; thence Easterly along the centerline of US Highway 20 to the intersection of said centerline and the Southerly extension of the Western-most line of Lot 1,Anderson's Addition; thence Northerly along said Western-most line of Lot 1,Anderson's Addition and the extension thereof,to the South line of Lot 1, Anderson's 1St Addition;thence Westerly along the South line of Lot 1,Anderson's 1 st Addition and the South end of the Mirage Ridge right of way to the West right of way line of Mirage Ridge;thence North along the West right of way line of Mirage Ridge to the South line of Lot 1,Anderson's Fifth Addition; thence Westerly along the South line of Lot 1,Anderson's Fifth Addition and Lot 1,Anderson's Eighth Addition and the Westerly extension thereof,to the centerline of Kimball Avenue; thence Southerly along the centerline of Kimball Avenue to the centerline of US Highway 20 and the point of beginning,all in the City of Waterloo, Black Hawk County, Iowa. TIF district Amendment No. 4 area (2017) (TIF Amendment No. 4 Subarea) That part of the above described TIF district Amendment No. 1 area located in Section 9 and 10 of T88 R13 lying Southerly of the centerline of US Highway 20. And, That part of the above described TIF district Amendment No. 1 area located in Section 8 of T88 R13, except that part of said Section 8 described as Beginning at the intersection of the East line of the NE '/4 of said Section 8 and an Easterly extension of the South line of the parcel of land described in Land Deed Book 543,Page 141, in the Black Hawk County Recorder's Office; thence S89°40'05"W 49.00';thence continuing S89°40'05"W 188.62'; thence S89°05'28"W to the Easterly right-of-way line of Galactic Drive; thence Northerly along said Easterly right-of-way line and an extension of said Easterly right-of- way line to the centerline of West San Mannan Drive; thence Easterly along said centerline to a point that would intersect a Northerly extension of the East line of said Section 8; thence Southerly along said Northerly extension and the East line of said Section 8 to the Point of Beginning. And, That part of the above described Amendment No. 1 area described as Beginning at the intersection of the centerline of West San Mannan Drive and the Northerly extension of the West line of the Northeast 1/4 of the Northwest '/4 of Section 9, T88 R13;thence Southerly along said Northerly extension and said West line to the Northerly right-of-way line US Highway 20;thence Easterly along said Northerly right-of-way line to the Southwest corner of Lot 1 of Tower Technology Park Plat No. 1;thence Northerly along the Page 333 of 547 Westerly line of said Lot 1 to the Northwest corner of said Lot 1; thence Northerly along the Westerly most line of Tract A of Tower Technology Park Plat No. 1 to the Northwest corner of said Tract A that is on said Westerly most line of said Tract A;thence Easterly along the Northerly right-of-way line of Fisher Drive, as presently established,to a point that is N89°34'50"W 50.00' from the Southwest corner of Lot 3 of Tower Park No. 5; thence NO°26'00"W 310.66' to the Southerly right-of-way line of Tower Park Drive, as presently established;thence Easterly along said Southerly right-of-way line to a point where a Southerly extension of the West line of Lot 2 of Tower Park No. 5 would intersect;thence Northerly along a Southerly extension of said West line, along said West line, and along a Northerly extension of said West line to the centerline of West San Mannan Drive;thence Westerly along said centerline to the point where a Northerly extension of the Easterly line of Lot 1 of Tower Park No. 6 would intersect;thence Southerly along said Northerly extension and said Easterly line to the Southeast corner of said Lot 1; thence Westerly along the South line of said Lot 1 to the Southwest corner of said Lot 1;thence Northerly along the Easterly right-of-way line of Hurst Drive and a Northerly extension of said Easterly right-of-way line to the centerline of West San Mannan Drive;thence Westerly along said centerline of West San Mannan Drive to the Point of Beginning. And, That part of the above described TIF district Amendment No. 1 area described as: Lot 1,Tract A, and Tract B of Tower Park No.4. And, That part of the above described TIF district Amendment No. 1 area described as: Lot A and Lot 3 except the East 21.99 feet of Lot 3 of Country Club Business Center Addition, and Lot 2 of Country Club Business Center Second Addition, and Lot 3 of Country Club Business Center Third Addition. And, That part of the Southeast '/4 of the Northeast '/4 of Section 10,T88 R13, lying Southerly of the centerline of US Highway 20, except the North 422 feet of the South 678.5 feet of the East 218.4 feet of said Southeast 1/4 of the Northeast 1/4, and except Parcel A,being part of the Northeast 1/4 of Section 10, T88R13,pursuant to survey filed May 24,2016 as Document No. 2016-019901, and except Tract B of said Southeast '/4 of the Northeast 1/4,recorded as Land Deed 539,Page 330 in the Black Hawk County Recorder's Office. TIF district Amendment No. 5 area (2019) (TIF Amendment No. 5 Subarea) Beginning at the intersection of the centerlines of West San Mannan Drive and Johnathan Street,thence Northerly along an extension of the centerline of Johnathan Street to the Northerly right-of-way line of West San Mannan Drive as presently established,thence Easterly along the present Northerly right-of-way line of West San Mannan Drive to the centerline of Pheasant Lane,thence Northerly along the centerline of Pheasant Lane to the centerline of Brookeridge Drive,thence Easterly along the centerline of Brookeridge Drive to the centerline of Kimball Avenue,thence Southerly along the centerline of Kimball Avenue to its intersection with the Easterly extension of the North line of Lot 5 of Tower Park,thence Westerly along the Easterly extension of the North line of Lot 5 and the North line of Lot 5 of Tower Park to the Northwesterly corner of said Lot 5,thence Southwesterly along the Northwesterly line of said Lot 5 Page 334 of 547 to the Southwesterly corner of Said Lot 5,thence Northwesterly,Westerly and Northerly along the Southerly and Westerly lines of Lot 4 of Tower Park to the Northwest corner of said Lot 4,thence Westerly to the Northeast corner of Lot 3 of Tower Park,thence N00°24'22"W 6.98 feet along an extension of the East line of said Lot 3,thence N89°38'0511W 401.08 feet,thence N00°56'12"E 17.02 feet,thence N89°03'48"W 258.97 feet,thence S00°26'14"W 20 feet to the Northwest corner of Lot 2 of Tower Park,thence due West to the centerline of Johnathan Street,thence Northerly along the centerline of Johnathan Street to its intersection with the centerline of West San Marnan Drive and the Point of Beginning. And, Lot 1 of Anderson's Eighth Addition. TIF district Amendment No. 6 area (2020) (TIF Amendment No. 6 Subarea) Be inning at the Southwest corner of the Southeast'/4 of the Southeast 1/4 of Section 10, T88N R13W; thence North 33 feet to the Northerly ght-of-way line of East Shaulis Road as presently established; thence Easterly along said Northerly right-of-way line of East Shaulis Road to the West line of the Southwest 1/4 of the Southeast '/4 of Section 11, T88N R13W;thence Northerly along said West line to the North line of said Southwest 1/4 of the Southeast 1/4;thence Easterly along said North line of said Southwest '/4 of the Southeast '/4, and the North line of the Southeast '/4 of the Southeast '/4 of said Section 11, and an Easterly extension of the North line of said Southeast 1/4 of the Southeast '/4 to the Easterly right-of-way line of Hess Road as presently established in Section 12,T88N ROW;thence Southerly along said Easterly right-of-way line of Hess Road to the Northerly ght-of-way line of East Shaulis Road as presently established; thence Westerly along said Northerly right-of-way line of East Shaulis Road to the East line of Section 11, T88N R13W;thence Southerly along the East line of said Section 11 and the East line of Section 14, T88N R13W to the Southerly right-of-way line of East Shaulis Road as presently established;thence Westerly along said Southerly right-of-way line of East Shaulis Road to the West line of the Northeast 1/4 of the Northeast '/4 of Section 15, T88N R13W; thence along said West line to the Northwest corner of the Northeast 1/4 of the Northeast 1/4 of said Section 15, said point also being the Southwest corner of the Southeast 1/4 of the Southeast 1/4 of Section 10,T88N R13W, and the Point of Beginning. And, Beginning at the Southwest corner of Section 12, T88N ROW;thence North 55 feet to the Northerly right-of-way line of East Shaulis Road as presently established;thence Easterly along said Northerly right-of-way line of East Shaulis Road and an Easterly extension of said Northerly ght-of-way line to the East line of said Section 12; thence Southerly along the East line of said Section 12 and the East line of Section 13,T88N R13W to a point on the East line of said Section 13 that is 600 feet South of the Northeast corner of said Section 13;thence due West to the Southwesterly right-of-way line of East Shaulis Road as presently established; thence Northwesterly along said Southwesterly right-of-way line of East Shaulis Road to the West line of the Northeast 1/4 of the Northeast 1/4 of said Section 13;thence Southerly along said West line and the West line of the Southeast '/4 of the Northeast '/4 of said Section 13 to the South line of the Northeast '/4 of said Section 13;thence West along said South line and the South Page 335 of 547 line of the Northwest '/4 of said Section 13 to the West line of said Section 13;thence North along the West line of said Section 13 to the Northwest corner of said Section 13, said point also being the Southwest corner of Section 12, T88N ROW, and the Point of Beginning. Page 336 of 547 Attachment C City of Waterloo, Iowa Black Hawk County, Iowa Study of Bonding Capacity as of January 1, 2018 January 1, 2018 Actual Gross Assessed Valuation $3,842,687,659 Legal Bonding Rate 5% Legal Bonding Limit $ 192,134,383 Less Outstanding G.O. & Other Debt ($ 108,893,025) Unused Gross Bonding Capacity $ 83,241,358 56.68% of legal limit Page 337 of 547 ATTACHMENT D San Marnan Amendment No. 6 (2020) Project Proposals Proposed Budgets 1) Future or Anticipated Acquisition Acquisition $18,000,000 2) Future or Anticipated Demolition Demolition $3,000,000 3) Site Improvements, Platting Site Improvements, Platting $2,000,000 4) Sanitary Sewer, Water, Road, RISE match Utility/ Infrastructure expansion $8,000,000 5) Legal Fees, Consulting fees, and related expenses General Administrative Fees $1,300,000 associated with administration and operation of the Urban Renewal Area Total $1,300,000 6) Miscellaneous (certification, environmental) Misc. Expenses $300,000 Total $300,000 7) Office building (Country Club Addition) Grant $20,000 Rebates $500,000 Total $520,000 8) Evaluation of traffic patterns throughout area Construction $1,200,000 Traffic Study $400,000 Right-of-way acquisition $100,000 Total $1,700,000 9) Reconstruction of Shaulis Road and Shaulis Acquisition $600,000 Road/Dysart Road/Hwy 218 intersection City Property $200,000 Construction $8,250,000 Landscaping, Enhancements, Trail $100,000 Engineering Fees $750,000 Construction Administration $100,000 Total $10,000,000 10) Flood Plain Mapping Engineering Fees $400,000 Total $400,000 11) Lost World Theme Park Grant $14,000,000 Rebates $3,700,000 Total $17,700,000 12) VGM Grant $700,000 Rebates $2,100,000 Total $2,800,000 13) Sub Total $65,720,000 Page 338 of 547 Tax Rebate Projects 1) WW Grainger Rebates $1,200,000 2) JJB Fin. Res. Adv. Tax Rebates $222,932 3) Cardinal 10,000 sq.ft. (Vets) Tax Rebates $468,866 4) Cardinal Medical PHP Tax Rebates $240,000 5) Hope Martin Anderson Tax Rebates $120,000 6) MFG LLC Tax Rebates $282,838 7) MBAK Kimball Beecher Tax Rebates $336,278 8) Borgardt Tax Rebates $400,000 9) Taylor Tax Rebates $450,000 10) Green Acres Tax Rebates $504,000 11) Vandersee Tax Rebates $50,000 12) 13) 14) Sub Total Tax Rebates $4,274,914 TOTAL $69,994,914 Page 339 of 547 Attachment E CITY OF WATERLOO,IOWA ACQUISITION CHECKLIST 1. City of Waterloo personnel determine property owners affected by the project. 2. Land is appraised or compensation estimate is utilized by staff. If appraised, appraisers then inspect each property affected by the project and make a written appraisal report. The appraisal report will estimate the current market value of the land and improvements to be purchased by the City of Waterloo,plus any reduction in the value of remaining property should its value be adversely affected. The appraiser will contact the property owner for permission to inspect and study the property. The appraiser will interview the landowner to get information about the use and operation of the property to be purchased by the City of Waterloo. 3. The appraiser's report will be reviewed by qualified review appraisers for the City of Waterloo, if needed in specific acquisitions of contention. 4. The property owner will then be contacted by an acquisition agent from the City of Waterloo to present the property owner with an offer to purchase. This dollar amount is offered as just compensation for property being purchased by the City of Waterloo. 5. After agreement is reached, a contract is approved and signed by the City. Where title conditions permit, a partial payment of the purchase price can also be made available per the terms of the contract. 6. Reasonable time will be allowed for the occupant to vacate property purchased. Occupant will not be required to move sooner than ninety(90) days from the date the City makes the first offer to acquire the property. 7. Written notice specifying the date the property must be vacated will be given at least thirty(30) days prior to the required vacation date. The thirty(30) day notice will not be issued until payment by the City is received as agreed, or the money has been deposited by the City as prescribed by law. 8. The City acquisition agent will arrange payment at the earliest possible date. 9. If the City's acquisition offer is rejected, fair market value will be determined in the course of eminent domain proceedings (commonly referred to as condemnation). Page 340 of 547 ATTACHMENT "F" CITY OF WATERLOO,IOWA RELOCATION CHECK LIST 1. City of Waterloo personnel determine property owners affected by the project. 2. City of Waterloo Relocation Agent will contact family/occupant to determine the amount of eligible relocation benefits such as: a. Actual reasonable expenses as a result of moving (based upon two (2) quotations from movers approved by City of Waterloo). 3. To be eligible for assistance, occupant must not move until negotiations have started on the acquisition of the property without jeopardizing eligibility for moving cost payments. 4. If dissatisfied with the determination of the amount of payment offered under the Relocation Assistance Program,persons displaced may have the application reviewed by: a. Sending a written statement requesting the review and outlining the items in dispute to the Director, Community Planning and Development Department, City of Waterloo, 715 Mulberry Street, Waterloo, Iowa 50703 b. Stating the amount or amounts being claimed, if any, and including documentation and reasons why dissatisfied with the amount offered. 5. Upon receipt of your claim application, the Director will appoint a review board and notify you when and where a hearing will be held. The review board will recommend a decision on your claim to the City of Waterloo. The Relocation Agent will notify you in writing of the City of Waterloo's decision within one (1) week. Page 341 of 547 ATTACHMENT "G" A RESOLUTION OF THE WATERLOO CITY PLANNING, PROGRAMMING,AND ZONING COMMISSION BE IT RESOLVED BY THE WATERLOO CITY PLANNING, PROGRAMMING, AND ZONING COMMISSION OF THE CITY OF WATERLOO: WHEREAS,the San Marnan Urban Renewal and Redevelopment Plan Amendment No. 5 for a Tax Increment Financing District has been prepared by the Planning and Zoning Department in Accordance with Chapter 403 of the Code of Iowa; and WHEREAS, said plan provides incentives for the expansion of the tax base improvements, economic development and creation of jobs; and, WHEREAS, said plan is in conformance with the Comprehensive Plan for this area, NOW THEREFORE, BE IT RESOLVED that the San Marnan Urban Renewal and Redevelopment Plan Amendment No. 5 be and is hereby reviewed and placed on file and recommended for approval and that the Secretary and Chairman of this Commission be and they are hereby authorized and directed to certify a copy of this Resolution. Passed and adopted this day of 22020. Virginia Wilber, Chairperson ATTEST: Aric Schroeder, Secretary CERTIFICATE We, Virginia Wilber, Chairperson and Aric Schroeder, Secretary, of the Planning Programming & Zoning Commission of the City of Waterloo, Iowa, do hereby certify that the foregoing is a true and correct copy of a certain resolution adopted by the Planning, Programming & Zoning Commission of the City of Waterloo, Iowa, on the date thereon indicated. Virginia Wilber, Chairperson Aric Schroeder, Secretary Page 342 of 547 Attachment H CITY OF WATERLOO, IOWA CONSULTATION WITH TAXING ENTITIES Page 343 of 547 Attachment I CITY OF WATERLOO, IOWA RESOLUTION ADOPTING Page 344 of 547 Attachment J CITY OF WATERLOO, IOWA ORDINANCE ADOPTING Page 345 of 547 Attachment K CITY OF WATERLOO, IOWA NOTICE OF PUBLIC HEARING Page 346 of 547 CITY OF WATERLOO Council Communication Sale and conveyance of City owned property located at the northeast corner of Commercial Street and 6th Street, in the amount of$1.00, to 6 Comm Properties, LLC, including an Amendment to a Development and Minimum Assessment Agreement, and rescinding Resolution No. 2020-226. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 ATTACHMENTS: Description Type ❑ Amendment to Development and Minimum Assessment Backup Material Agreement ❑ Agreement approved 9.8.2015 Backup Material 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 SUBJECT: located at the northeast corner of Commercial Street and 6th Street, to 6 Comm Properties LLC, in the amount of$1.00, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with 6 Comm Properties LLC. and rescinding Resolution No. 2020-226, and authorizing Mayor and City Clerk to execute said documents. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval. Transmitted herewith is a request of the sale and conveyance with Dolly James 2, LLC (Brent Dahlstrom) and Hi Yield LLC (Brent Dahlstrom and Summary Statement: Jim Sulentic)to authorize the sale and conveyance of City-owned property for$1.00, formerly known as the Flea Market building. This would allow Dolly James and Hi Yield to construct a new 4-story residential building with first floor commercial space on the site. Expenditure Required: None Source of Funds: N/A Policy Issue: Land Use PART Of LOTS 31 AND 32,AND VACATED ALLEY DESCRIPTION: PART OF LOT 31 AND LOT 32 IN FRACTIONAL BLOCK 7,AND A1SO THAT PART OF THE VACATED ALLEY BETWEEN FRACTIONAL BLOCKS 7 AND 14, LYING WESTERLY OF THE EXISTING RAILROAD RIGHT-OF-WAY,ALL PART OF THE Page 347 of 547 ORIGINAL PLAT OF WATERLOO ON THE WEST SIDE OF THE CEDAR RIVER, WATERLOO, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEASTERLY CORNER OF LOT 69, FRACTIONAL BLOCK 14 OF THE SAID ORIGINAL PLAT OF WATERLOO ON THE WEST SIDE OF THE CEDAR RIVER; THENCE N 41"47'17" E, 19.99 FEET ALONG THE WESTERLY LINE OF THE EXISTING RAILROAD RIGHT-OF-WAY; THENCE Legal Descriptions: N 51"55'16" W, 2.00 FEET; THENCE N 38"04'44" E, 11.36 FEET TO THE BEGINNING OF ANONTANGENTIAL 1,475.20 FOOT RADIUS CURVE; THENCE 41.86 FEET ALONG THE WEST LINE OF THE EXISTING RAILROAD RIGHT-OF-WAY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, WITH A DELTA OF O1"37'32", LONG CHORD BEARS N 39"10'49" E, 41.85 FEET; THENCE N 48"42'16" W, 46.57 FEET TO THE BEGINNING OF A 60.75 FOOT RADIUS CURVE; THENCE 97.16 FEET ALONG SAID CURVE, CONCAVE SOUTHERLY, WITH A DELTA 0?? 91"38'29", ANO THE LONG CHORD BEARS S 88°50'47" W, 87.13 FEET; THENCE S 43"34'50" W, 13.01 FEET TO THE NORTHERLY LINE OF LOT 70 OF FRACTIONAL BLOCK 14 OF THE SAID ORIGINAL PLAT OF WATERLOO ON THE WEST SIDE OF THE CEDAR RIVER; THENCE S 48'05'18' E, 115.40 FEET ALONG THE NORTHERLY LINE OF SAID LOT 69 AND LOT 70 TO THE POINT OF BEGINNING. Page 348 of 547 Page 4 of 17 Illllllllllllllllilllllillllllllllllllllllllllllllllllllllllllllllllllll4l114111 Doc ID: 006907690017 Type: GEN Recorded: 11/13/2015 at 03:39:30 PM Fee Amt: $87.00 Pape 1 of 17 Slack Hawk County Iowa SANDIE L. SMITH RECORDER File2016—.00009121 Preparer Information: Qhristo6er 5.Zndlox 596 Waterloo, Iowa 50704 319 234-5701 Name Address city Phone DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is entered into as of 8 , 2015 by and between Dolly James 2, LLC (the "Company"), Hi Yie d, LLC (the "Affiliate") and the City of Waterloo, Iowa (the "City"). Brent Dahlstrom and James Sulentic are principals of Company and/or Affiliate and execute the personal guaranty at the end of this Agreement for the purposes stated therein. 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. B. Company is willing and able to finance and construct a building and related improvements on property located in the Downtown Urban Renewal and Redevelopment Plan area, generally located on the northeasterly side of the corner of Commercial Street and W. 6" Street, and legally described on Exhibit "A" attached hereto (the "Property"). C. Affiliate owns real estate abutting the Property, legally described on Exhibit "B" attached hereto (the "Affiliate Property"), which the parties intend to be included in the project that is the subject of this Agreement. 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 Company for the sum of$1.00 (the "Purchase Price"). Conveyance shall be by quit claim deed, free and clear of all encumbrances arising by or through City except: (a) easements, conditions and restrictions of record which do not, in Company's opinion, interfere with Company's proposed use; (b) current and future real estate real File Number: 2016-00K�12*4 , Page 2 of 17 property taxes and assessments subject to the agreements made herein; (c) general utility and right-of-way easements serving the Property; and (d) restrictions imposed by the City zoning ordinances and other applicable law. City shall have no duty to convey title to Company until (i) Company delivers to City reasonable and satisfactory proof of financial ability to undertake and carry on the Project (defined below), which may take the form of a lending commitment letter, and (ii) City has satisfied the contingency for amendment of the urban renewal plan as set forth in Section 12. Company shall, at its own expense, prepare an updated abstract of title, or in lieu thereof Company may, at its own expense, obtain whatever form of title evidence it desires. If title is unmarketable or subject to matters not acceptable to Company, and if City does not remedy or remove such objectionable matters in timely fashion following written notice of such objections from Company, Company may terminate this Agreement. City shall provide any title documents it has in its possession, including any abstracts, to assist in title preparation. 2. Improvements. Company and Affiliate shall construct on the Property and the Affiliate Property an apartment building consisting of four above-ground floors and related parking, landscaping, and other improvements to the buildings and grounds (collectively, the "Improvements"). Each floor will be approximately 12,000 square feet, with 10 units on the upper floors. Said building shall also contain a limited commercial area on the first floor. The Improvements shall be constructed in accordance with all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. Parking shall meet City's minimum requirements based on building use, occupancy, and future intended development on the Property and Affiliate Property and may include underground parking. The site shall be developed as generally depicted on Exhibit "C" attached hereto, and Company shall submit specific building designs and site plans for City review and approval. It is contemplated that, upon completion, the improved property will have a total value of approximately $2,500,000. The Property, the Improvements, and all site preparation and development-related work to make the Property usable as contemplated by this Agreement are collectively referred to as the "Project". 3, Timeliness of Construction; Possibility of Reverter. The parties agree that the commitment of Company and Affiliate to undertake the Project and to construct the Improvements in a timely manner constitutes a material inducement for the City to convey the Property, or to cause the Property to be conveyed, to Company and that without said commitment City would not do so. Company and Affiliate must obtain a building permit and begin construction by June 30, 2016 and substantially complete construction within twelve (12) months thereafter. If Company 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 Council may, but shall not be required to, consent to an extension of time 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 2 File Number: 2016-00K12%(f�,M4I Page 3 of 17 shall revert to the City after the end of said extended period. If Company determines at any time that the Project is not economically feasible, then after giving thirty (30) days' advance written notice to City, Company may convey the Property to City by special warranty deed, and thereupon neither party shall have any further obligation under this Agreement except as expressly provided. If development has commenced within the required period or any extended period and is stopped and/or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Company, the requirement that construction of the Project shall be tolled for a period of time equal to the period of such stoppage or delay, and thereafter if construction is not completed within the allowed period of extension then title to the Property shall revert to the City. 4. Reverter of Title; Indemnity. In the event of any reverter of title, Company agrees that it shall, at its own expense, promptly execute all documents, including but not limited to a special warranty deed, or take such other actions as the City may reasonably request to effectuate said reverter and to deliver to City title to the Property that is free and clear of any lien, claim, or encumbrance arising by or through Company. Company shall pay in full, so as to discharge or satisfy, all liens, claims, charges, and encumbrances on or against the Property. If Company fails to deliver such documents, including but not limited to a special warranty deed, to City within thirty (30) days of written demand by City, then City shall be authorized to execute, on Company's behalf and as its attorney-in-fact, the special warranty deed required by this Section, and for such limited purpose Company does hereby constitute and appoint City as its attorney-in-fact. Company and Affiliate further agree that they shall, jointly and severally, indemnify City and hold it harmless with respect to any demand, claim, cause of action, damage, or injury made, suffered, or incurred as a result of or in connection with the Project, their failure to carry on or complete same, or any lien, claim, charge, or encumbrance on or against the Property of any type or nature whatsoever that attaches to the Property by virtue of Company's ownership of same. If City files suit to enforce the terms of this Agreement and prevails in such suit, then Company and Affiliate shall be liable for all legal expenses, including but not limited to reasonable attorneys' fees, incurred by City. The duties of indemnity pursuant to this Section shall survive the expiration, termination or cancellation of this Agreement for any reason. 5. No Encumbrances; Limited Exception. Until completion of the Improvements, Company 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 or mortgages as may be reasonably necessary to finance Company's completion of the Improvements and of which Company notifies City in advance of Company's execution of any such mortgage. Company may not mortgage the Property or any part thereof for any purpose except in connection with financing of the Improvements. 6. Regulatory Approvals. Company and Affiliate acknowledge and agree that the Project will require Company and/or Affiliate to obtain various approvals from 3 File Number: 2016-00pq�12%ISM407 Page 4 of 17 the City of Waterloo and/or other applicable governmental authorities, including but not limited to zoning, site plan, subdivision, building permit and other approvals required or necessary for the proposed Improvements to the Property. To optimize coordination of Project plans and development with such approvals, Company and Affiliate agree to participate regularly and in good faith in the project management/design-build management (PMT/DBMT) process applicable to the Property and Affiliate Property for design issues, landscape design, parking, construction documents, and other matters. 7. Utilities. Company and Affiliate will be responsible for extending water, sewer, telephone, telecommunications, electric, gas and other utility services to any location on the Property and for payment of any associated connection fees. 8. Minimum Assessment Agreement. Company and Affiliate acknowledge and agree that each 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 or Affiliate Property. Company and Affiliate further agree that prior to the date set forth in Section 2 of Exhibit "D" that neither of them will seek or cause a reduction in the taxable valuation for the Property and the Affiliate Property, which shall be fixed for assessment purposes, below the aggregate amount of $2,500,000 (the "Minimum Actual Value"), through: (i) willful destruction of the Property, the Affiliate Property, the Improvements, or any part of either; (ii) a request to the assessor of Black Hawk County; or (iii) any proceedings, whether administrative, legal, or equitable, with any administrative body or court within the City, Black Hawk County, the State of Iowa, or the federal government. Company and Affiliate agree to sign said attached Exhibit "D" at the closing. 9. Tax Rebates. Provided that Company and Affiliate 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 42% rebate each year for any taxable value over the January 1, 2015 value of $32,400 for the Property (land value only) and $12,600 for the Affiliate Property. Rebates are payable in respect of a given year only to the extent that Company or Affiliate have actually paid general property taxes due and owing for such year. To receive rebates for a given year, Company or Affiliate 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 satisfactory to City, or the rebate shall be forfeited. 4 File Number: 2016-00K�12%:f�,MA Page 5 of 17 The taxable value of the Property and the Affiliate Property as a result of the Improvements must be increased by a minimum of 10% and must increase the annual tax by a minimum of $500.00. 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 of 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 based on a prior year for which the assessment is based solely upon (x) the value of the Property or Affiliate Property or upon (y) the value of the Property or Affiliate Property and a partial value of the Improvements due to partial completion of the Improvements or a partial tax year. 10. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 11. Representations and Warranties of Company and Affiliate. Company and Affiliate each hereby represents and warrants for itself as follows: A. It is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. It is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. C. It 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 its own behalf. 12. Obligations Contingent. Each and every obligation of City under this Agreement is expressly made subject to and contingent upon City's completion of all procedures, hearings and approvals deemed necessary by City or its legal counsel for amendment of the urban renewal plan applicable to the Property and/or project area, all of which must be completed within 180 days from the date this Agreement is approved by the City council. If such completion does not occur, then this Agreement shall be cancelled without further obligation by any party hereto. 5 File Number: 2016-00pq�12%§MA Page 6 of 17 13. No Assignment or Conveyance. Company agrees that it will not sell, convey, assign or otherwise transfer its interest in the Property prior to completion of the Project, whether in whole or in part, to any other person or entity without the prior written consent of City. Reasonable grounds for the City to withhold its consent shall include but are not limited to the inability of the proposed transferee to demonstrate to the City's satisfaction that it has the financial ability to observe all of the terms to be performed by Company under this Agreement. 14. Materiality of Company's and Affiliate's Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Company and Affiliate to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Company and Affiliate acknowledge that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 15. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, facsimile number 319-291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Company or Affiliate, at 2202 College Street, Cedar Falls, Iowa, 50613, Attention: Brent Dahlstrom, with a copy to Eric Johnson, Esq., Beecher Law Firm, 620 Lafayette Street, Waterloo, Iowa, 50703. Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, (ii) one (1) business day following deposit for overnight delivery to an overnight air courier service which guarantees next day delivery, (iii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or (iv) when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. A party may change the address for giving notice by any method set forth in this section. 16. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Company nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 6 File Number: 2016-00K�12%zPMft Page 7 of 17 17. 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. 18. 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. 19. 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. 20. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 21. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 22. 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. 23. 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 DOLLY JAMES 2, LLC HI YIELD, LLC 7 File Number: 2016-00pq�12%§&M 77 Page 8 of 17 By= By: nest G, Clark, Mayor Brent Dahlstrom, Manager Attest: Suzy Sch res, City Clerk PERSONAL GUARANTY. The undersigned, being either an officer, shareholder, manager, or member of Company and/or Affiliate, hereby agree for themselves and their heirs, personal representatives, and assigns, to unconditionally guarantee to City, its successors and assigns, the full and prompt performance by Company and Affiliate, their successors and assigns, of all promises and covenants on the part of Company or Affiliate to be performed pursuant to the foregoing Agreement, including but not limited to the duties of indemnity set forth therein, for a period of three (3) years after the date of the Agreement. Liability of guarantors hereunder 's joint a sev al. rent Dahlstrom Ines R. Sulentic 8 File Number: 2016-00pq�12%6SMAj Page 9 of 17 EXHIBIT "A" Legal Description of 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. File Number: 2016-00P%12,15�SM,j Page 10 of 17 EXHIBIT "B" Legal Description of Affiliate Property Lot 69 and that part of Lot 70 lying Southeasterly of the center line of the party wall erected between lots 69 and 70, all in Fractional Block No. 14, Original Plat on the West Side of the Cedar River, City of Waterloo, Black Hawk County, Iowa. File Number. 2016-0000%�913-4a'e :5W Page 11 of 17 EXHIBIT "C" Aerial Depiction See attached. Dile Number. 2016-0000%�913§qw-5* Page 12 of 1 n d r sm ry—ary�iy j .t a' AF z rn Am r b l� �0 G �� 3 r�J- WOO �'Ip—• c c P z P .r fb G Q*C *' n� ba c� x2 =hC3 F 9�0 \301 �N _ � p i � cQ No Mm LA co r x Q° a AW— e s A� a 0 eD "1 16CL a -c n c a Er 3 C y 0r� I m m 01 m rt m m° f° o m m ° 01 CP 3 n r; Q •► v :n a cr ft M - a ,o o to Itc =hrno 3 m Page 43 of 1 1, who l all, , 1� r s x It 1 1' it 08 v v in LA fp ID File N Hnbe����e6r-51437 Page 14 of 17 EXHIBIT "D" MINIMUM ASSESSMENT AGREEMENT This Minimum Assessment Agreement (the "Agreement") is entered into as of this 8" day of 2-, + S- , by and among the CITY OF WATERLOO, IOWA ("City"), Dolly James 2, LLC ("Company"), Hi Yield, LLC ("Affiliate") and the COUNTY ASSESSOR of the City of Waterloo, Iowa ("Assessor"). WITNESSETH: WHEREAS, on or before the date hereof the City, Company and Affiliate have entered into a development agreement (the "Development Agreement") regarding certain real property, described in Exhibit "A" and Exhibit "B" thereto, located in the City; and WHEREAS, it is contemplated that pursuant to the Development Agreement, the Company and Affiliate will undertake the development of an area ("Project") within the City and within the Downtown Waterloo Urban Renewal and Redevelopment Plan Area; and WHEREAS, pursuant to Iowa Code § 403.6, as amended, the City and the Company and Affiliate desire to establish a minimum actual value for the land and the building(s) pursuant to this Agreement and applicable only to the Project, which shall be effective upon substantial completion of the Project and from then until this Agreement is terminated pursuant to the terms herein and which is intended to reflect the minimum actual value of the land and buildings as to the Project only; and WHEREAS, the City and the Assessor have reviewed the preliminary plans and specifications for the improvements (the "Improvements") which the parties contemplate will be erected as a part of the Project. NOW, THEREFORE, the parties hereto, in consideration of the promises, covenants, and agreements made by each other, do hereby agree as follows: 1. Upon substantial completion of construction of the Improvements by the Company, the minimum actual taxable value which shall be fixed for assessment purposes for the land and Improvements to be constructed thereon by the Company as a part of the Project shall not be less than $2,500,000 (the "Minimum Actual Value") in the aggregate for both properties until termination of this Agreement. The parties hereto agree that construction of the Improvements will be substantially completed on or before December 31, 2017. 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, 2047. Nothing herein shall be deemed to waive the rights of Company or Affiliate under Iowa Code § 403.6, as amended, to contest that portion of any actual value assignment Dile Number. 2016-0000%�913&e6r- Page 15 of 17 made by the Assessor in excess of the Minimum Actual Value established herein. In no event, however, shall the Company or Affiliate seek or cause the reduction of the aggregate 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, IOWA DOLLY JAMES 2, LLC HI YIELD, LLC By. By. E— rnest G. lark, Mayor Brent Dahlstrom, Manager By. Suzy Sc ares, City Clerk STATE OF IOWA ) ) ss' COUNTY OF BLACK HAWK ) On this day of 6, 2.,5 , before me, a Notary Public in and for the State of Iowa, personally appeared Ernest G. Clark and Suzy Schares, 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 2 File Number. 2016-0000%�913&6r-5W Page 16 of 17 Council, and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation by it and by them voluntarily executed. Notary Public 4fF Uel. NANCY HIGBY coMMIs510N NO.788M J my cO1Y+�lu IOT1 F7 �REs oM STATE OF IOWA } ) ss. COUNTY OF BLACK HAWK ) Subscribed and sworn to before me on AUAjS7- by Brent Dahlstrom as Manager of Dolly James 2, LLC and Hi Yield, LLC. W' �da,to J-1 Notary Public COMMRSSION N0.720108 !MY 4 OIM�11SglOH EXpfRE3 °�� JMIIIAiiY 4S,Z017 3 File Number. 2016-0000%�9136*�`5W Page 17 of 17 CERTIFICATION OF ASSESSOR The undersigned, having reviewed the plans and specifications for the improvements to be constructed and the market value assigned to the land upon which the improvements are to be constructed for the development, and being of the opinion that the minimum market value contained in the foregoing Minimum Assessment Agreement appears reasonable, hereby certifies as follows: The undersigned Assessor, being legally responsible for the assessment of the property subject to the development, upon completion of improvements to be made on it and in accordance with the Minimum Assessment Agreement, certifies that the actual value assigned to such land, building and equipment upon completion of the development shall not be less than Two Million Five Hundred Thousand Dollars ($2,500,000) in the aggregate until termination of this Minimum Assessment Agreement pursuant to the terms hereof. Asst or for Black Hawk County, Iowa Date STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) Subscribed and sworn to before me on / - Z3-vQ-0 ,,�— by T.J. Koenigsfeld, Assessor for Black Hawk County, Iowa. 7 Notary Public *"'"`• DEBORAH L.BOIECKMANN + MY COMMISSION NO. 1N7W MY C S N IRFA File Number. 2016-0000%�913&6r-5477 Preparer Information: Christanher S. Wendiand, PO Box 596,Waterloo, Iowa 50704 (319)234.5701 Name Address city 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 "MAX) 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. B. 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 366 of 547 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 367 of 547 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: By:': � Quentin M. Hart, Mayor Brent Dahlstrom, Manager Attest: 6 COMM PROPERTIES, LLC Kelley Felchle, City Clerk B • Brent Dahlstrom, Manager Page 368 of 547 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 369 of 547 CITY OF WATERLOO Council Communication Request by Personified, Inc., to vacate approximately 12,880 square feet of Bluff Street right-of-way located adjacent to 326 West 17th Street. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type ❑ Council Packet Backup Material ❑ Legal Description Backup Material Motion to receive and file proof of publication of notice of public hearing HOLD HEARING -No comments on file. Motion to close hearing and receive and file oral and written comments, and recommendation of approval of the Planning Pro agog and Zoning Commission. SUBJECT: Motion to receive, file and consider and pass for the first time an ordinance approving a request by Personified. Inc.. to vacate approximately 12.880 square feet of Bluff Street right-of-way located adjacent to 326 West 17th Street. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt said ordinance. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Transmitted is a request to approve the Personified, INC. to vacate Summary Statement: approximately 12,880 square feet of Bluff Street right of way located adjacent to 326 West 17th Street. Expenditure Required: None Source of Funds: N/A Policy Issue: Right-of-Way The applicant is requesting to vacate a portion of Bluff Street located in unplatted Waterloo West. The request to vacate the portion of Bluff Street would not appear to have a negative impact on the neighborhood as the area is largely commercial with destination businesses in the area, and the street is not needed for public street purposes. The request to vacate would not appear to have a negative impact on Page 370 of 547 vehicular traffic in the area the street is a dead end with the applicant being the only business located along the vacate area. There is no sidewalks in the area and the vacate is cut off from the US Highway 218 trail by the Iowa Northern Railroad tracks and a chain link fence that blocks access to the highway. The US 218 trail is located across the Iowa Northern railroad tracks from the vacate area but is divided by a chain link fence. The site has been zoned "M-1" Light Industrial District since the adoption of the Zoning Ordinance in 1969. North— Commercial and a Church zoned "M-1"Light Industrial District. South— Commercial zoned "M-1" Light Industrial District. East— Commercial zoned "M-1"Light Industrial District. West— Iowa Northern Railroad and US Highway 218. The request would not require any buffering by ordinance standards. The proposed vacate would not appear to have a negative impact on drainage. The commercial businesses in the area were developed between 1948 and 1996 and the church was built in 1995. This area is not located in a flood plain as indicated by the Flood Insurance Rate Map No. 1900025 0302F Lowell Elementary School is located 0.16 miles to the west across US Highway 218. There are no known utilities located along Bluff Street. Waterworks has water in 17th Street but not in Bluff. The Future Land Use Map designates the area as Industrial, and this request would be in compliance with such designation. Background Information: The request to vacate Bluff Street would not appear to negatively affect the area or traffic conditions. The role of Bluff was greatly diminished with the construction of US Highway 218 into an expressway in the 1990's. All buildings on the west side of Bluff were demolished with few buildings remaining on the east side of the street. Several sections of the street have already been vacated in the area. The northern part of Bluff Street to 16th was vacated in two sections by Ordinance 3977 on 10-11-1993 and Ordinance 4151 on 02-05-1996. The portion of Bluff Street south of 17th to 18th Street was vacated by Ordinance 4298 on 05-26-1998. During Tech Review it was noted that the Plat of Survey shows a measurement of 15.1' from the western vacate line to the Iowa Northern Railroad tracks but the legal description shows 15.0'. The correct number is 15.1 and a corrected legal description will need to be submitted before sending the request to city council. This request originally was recommended for approval by the Planning, Programing and Zoning Commission on November 14, 2017 but was never sent to city council as the applicant requested it be put on hold. Therefore the Zoning Ordinance requires it to go through Planning and Zoning again since more than 1 year has passed since it was recommended for approval. There would be no platting required in relation to the request. Therefore, staff recommends the request to vacate 12,880 SF of Bluff Street be approved for the following reasons: Page 371 of 547 1. The request to vacate would not appear to have a negative impact on the surrounding area. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The street has been rendered surplus due to the US 218 project and subsequent vacations. THIS PLAT REPRESENTS A SURVEY OF PARCEL"F" That part of the Southwest Quarter(SW 1/4) of Section No. 25, Township No. 85 North, Range No. 13 West of the Fifth Principal Meridian, City of Waterloo, Black Hawk County, Iowa, described as follows: Commencing at the Northeasterly corner of Lot 1 Block 3 in"Hayes' Addition" to the City of Waterloo Iowa, point being a found "P-K" nail in A.C.C. pavement; thence along the Northwesterly right-of-way line of West 17th Street South 40°33'/4' West a distance of 219.3 feet to the most Southerly corner of Parcel"A" recorded in Misc. Book 289 Page 136 dated 01/08/1996 in the Office of the Black Hawk County Recorder, point being a found cut "X" in P.C.C. pavement; thence along the Northwesterly right-of-way line of West l7th Street South 40°59'/4' West a distance of 71.15 feet to the Northeasterly right-of-way line of Bluff Street, point being a set cut "X" in P.C.C. pavement also being the point of beginning; thence continuing along the extension of said Northwesterly right-of-way line of West l7th Street South 40°59'/4' West a distance of 35.35 feet to a set %2" rebar with license#23212; Legal Descriptions: thence parallel with and 15.0 feet Northeasterly of the centerline of the Iowa Northern Railway Company railroad tracks North 48°38' West a distance of 365.7 feet to the most Southerly corner of Parcel"A" recorded in Misc. Book 317 Page 926 dated 10/10/1995 in the Office of the Black Hawk County Recorder, point being a set 1/2 " rebar with license#23212; thence along the Southeasterly line of said Parcel"A" North 41° 19'/4' East a distance of 35.1 feet to the Northeasterly corner of said Parcel"A", point being a found '/2"rebar; thence along said Northeasterly right-of-way line of Bluff Street South 48° 40'/2 East a distance of 365.5 feet to the point of beginning. Containing 12,880 sq. ft. Page 372 of 547 Subject to restrictions, easements, covenants, ordinances, and limited access provisions of record and not of record. Note: The Northeasterly right-of-way line of said Bluff Street is assumed to bear South 48°40'h' East for this description. Page 373 of 547 November 14,2017 REQUEST: Request by Personified, INC. to vacate approximately 12,880 square feet of Bluff Street right of way located adjacent to 326 West 17th Street. APPLICANT(S): Personified, Inc. 326 West 17th Street Waterloo, Iowa GENERAL The applicant is requesting to vacate a portion of Bluff Street DESCRIPTION: located in unplatted Waterloo West. IMPACT ON The request to vacate the portion of Bluff Street would not NEIGHBORHOOD & appear to have a negative impact on the neighborhood as the SURROUNDING area is largely commercial with destination businesses in the LAND USE: area, and the street is not needed for public street purposes. VEHICULAR & The request to vacate would not appear to have a negative PEDESTRIAN impact on vehicular traffic in the area the street is a dead end TRAFFIC with the applicant being the only business located along the CONDITIONS: vacate area. There is no sidewalks in the area and the vacate is cut off from the US Highway 218 trail by the Iowa Northern Railroad tracks and a chain link fence that blocks access to the highway. RELATIONSHIP TO The US 218 trail is located across the Iowa Northern railroad RECREATIONAL tracks from the vacate area but is divided by a chain link TRAIL PLAN and fence. COMPLETE STREETS POLICY. ZONING HISTORY The site has been zoned "M-1" Light Industrial District since FOR SITE AND the adoption of the Zoning Ordinance in 1969. IMMEDIATE VICINITY: North — Commercial and a Church zoned "M-1" Light Industrial District. South — Commercial zoned "M-1" Light Industrial District. East — Commercial zoned "M-1" Light Industrial District. West — Iowa Northern Railroad and US Highway 218. BUFFERS The request would not require any buffering by ordinance REQUIRED/ NEEDED: standards. DRAINAGE: The proposed vacate would not appear to have a negative impact on drainage. DEVELOPMENT The commercial businesses in the area were developed HISTORY: between 1948 and 1996 and the church was built in 1995. FLOODPLAIN: This area is not located in a flood plain as indicated by the Flood Insurance Rate Map No. 1900025 0302F PUBLIC /OPEN Lowell Elementary School is located 0.16 miles to the west SPACES/ SCHOOLS: across US Highway 218. UTILITIES: WATER, There are no known utilities located along Bluff Street. Vacate-Bluff Street north of 17th Page 1 of 3 Page 374 of 547 November 14,2017 SANITARY SEWER, Waterworks has water in 17th Street but not in Bluff. STORM SEWER, ETC. RELATIONSHIP TO The Future Land Use Map designates the area as Industrial, COMPREHENSIVE and this request would be in compliance with such LAND USE PLAN: designation. STAFF ANALYSIS — The request to vacate Bluff Street would not appear to ZONING negatively affect the area or traffic conditions. The role of Bluff ORDINANCE: was greatly diminished with the construction of US Highway 218 into an expressway in the 1990's. All buildings on the west side of Bluff were demolished with few buildings remaining on the east side of the street. Several sections of the street have already been vacated in the area. The northern part of Bluff Street to 16th was vacated in two sections by Ordinance 3977 on 10-11-1993 and Ordinance 4151 on 02-05-1996. The portion of Bluff Street south of 17th to 18th Street was vacated by Ordinance 4298 on 05-26-1998. During Tech Review it was noted that the Plat of Survey shows a measurement of 15.1' from the western vacate line to the Iowa Northern Railroad tracks but the legal description shows 15.0'. The correct number is 15.1 and a corrected legal description will need to be submitted before sending the request to city council. This request originally was recommended for approval by the Planning, Programing and Zoning Commission on November 14, 2017 but was never sent to city council as the applicant requested it be put on hold. Therefore the Zoning Ordinance requires it to go through Planning and Zoning again since more than 1 year has passed since it was recommended for approval. STAFF ANALYSIS — SUBDIVISION There would be no platting required in relation to the request. ORDINANCE: STAFF RECOMMENDATION: Therefore, staff recommends the request to vacate 12,880 SF of Bluff Street be approved for the following reasons: 1. The request to vacate would not appear to have a negative impact on the surrounding area. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The street has been rendered surplus due to the US 218 Vacate-Bluff Street north of 17th Page 2 of 3 Page 375 of 547 November 14,2017 project and subsequent vacations. With the following conditions: 1. That a correct legal description be submitted before request is forwarded to city council. Vacate-Bluff Street north of 17th Page 3 of 3 Page 376 of 547 City of Waterloo Planning, Programming and Zoning 1 1 1 1 117 illlll . � I1111 - 1111111 1� I,' ,, •, 1,. . �� ��I r - fI1111I :11111 ■ I nn �/ �. ' •;:`,'%,�., II-M= AI -1111111 _ �i• •i��` `�♦ - _ � . 1■ lily: 'ul■11 �� • °% �1 �� �����• ; n1 In nlll_ ■■■ 111111 ■111 ��� ��%�� Ips I��!��� ���� �p. " ,_ __ ■IIIIII 11111111111 �` .�;� ���.�►;��, I��•� i'i1 �, \■ == _ - _ 1111: 11111 ♦ �` � .. 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Kyle J.Helland Surveying Company/ Helland Engineering&Surveying,Ltd. o Return To: 1107 Technology Parkway c� Cedar Falls, Iowa 50613-6955 b (319)-266-0161 CDz Survey Requested By: Personified Inc. Proprietor: City of Waterloo CD LOCATION MAP This Plat or Subdivision has been reviewed by(City/County). Signature of(City/County) Date Ordinance Administrator —COMMERCIAL ST. SEE SHEET 2 FOR DESCRIPTION OF PARCEL 7". zsT N 218 PARCEL "F" LEGEND WILLISTON LOT 4 AVE, (0.0)a PER PLAT OF SURVEY 317 MISC.926 LOT3 DATED 10/10/1995 "BUEGHLEY'S PLAT / (0"O)6 PER PLAT OF SURVEY 289 MISC. 136 OF OUTLOTS11 / DATED 01/08/1996 LOT6 WATERLOO / PARCEL s" / LOT 7 PLAT OF SURVEY FOUND N0.4 REBAR 317MISC.926 4 piS'0 w/OPC#6505 DATED 10/1011995 alis, N 41019'/4' E 24.95' LOT LOT2 (N41°14'04"E 25.00)a / I LOT 1 LOT3 FOUND 1'/a"0 OPEN IRON PIPE FOUND NO.4 REBAR S 66058'/'� 32.2' I (TYPICAL UNLESS (S 87'14'06'E 198.992a I NOTED OTHERWISE) --- S 87°14'E 199.051-- i ' HAYES' ADDITI N' -113.55'----- -__85 __ WATERLOO P.o.c. (N49°0424" s`s (I 13,54)a 85.55'- FOUND"P-K"NAIL , 30.55)a 113.50)6 IN A.C.C.PAVEMENT PLAT OF SURVEY LOT 2 N 41"19/4' E 35.1' 289 MISC. 136 Q- ,`o-,` (N41'14'04"E 34.89)\ DATED 01/08/1996 LOT I PARCEL 'A" \ 5�� (ASSUMED BEARING) PLAT OF SURVEY _ 317 MISC.926 DATED 10/10/1995 IOWA NORTHERN RAILWAY CO. 6> J6 \ FOUND 3/8"REBAR (� TRACKS) 96+ ' (0.15'S&0.15'E OF TRUE CORNER) FOUND CUT"X"IN P.0"C.PAVEMENT PARCEL "F" SET CUT"x"IN 12,880 SQ. FT. �h P.C.C.PAVEMENT SW 1/4 i P.O.B. SEC. 25-T89N-R 13W WATERLOO C�)�o EAST LINE OF SW 114 (BEARINGS ARE ASSUMED) THIS SURVEY MEETS/OR EXCEEDS CURRENT"MINIMUM STANDARDS FOR PROPERTY SURVEYS" 0' 40' 800, 160' HELLAND ENGINEERING &SURVEYING, LTD. • SET NO.4 REBAR X 24"LONG wIORANGE PLASTIC CAP#23212 1107 Technology Parkway (DO)RECORDED AS FILE NAME: 17-193.DWG Ceda -193 D (319)`266`0161 a 50613-6955 SHEET 1 OF 2 OPCPLASTIC CAP(O=ORANGE,iRCRED7Y-YELLOW)RAWN BY:CDR I hereby certify that this land surveying document was prepared PLAT 0 F SURVEY �p,L L A N0 and the refaied survey work was performed by me or under my �p a ° °° J,G direct personal supervision and that I am a duly licensed OF °o °°ee Professi nal nd Surve a der the law f the State of Iowa. PART O F SW 1 I4 U- KYLE N. SEC. 25-T89N-R13W LL a HELLAND e m Kyle J. elland 23212 e roc License Number2321z BLACK HAWK COUNTY, IOWA My pages or sheets renewal date is December 31,2017.s are covereds seaexcept: FOR /OWN All heetby this t; CITY OF WATERLOO FFP age 37 5 47 THIS PLAT REPRESENTS A SURVEY OF PARCEL 7" That part of the Southwest Quarter(SW 114) of Section No.25, Township No. 85 North, Range No. 13 West of the Fifth Principal Meridian, City of Waterloo, Black Hawk County, Iowa, described as follows: Commencing at the Northeasterly corner of Lot 1 Block 3 in "Hayes'Addition"to the City of Waterloo Iowa, point being a found"P-K" nail in A.C.C. pavement; thence along the Northwesterly right-of-way line of West 17th Street South 40°33'/'West a distance Of 219.3 feet to the most Southerly corner of Parcel "A" recorded in Misc. Book 289 Page 136 dated 01/08/1996 in the Office of the Black Hawk County Recorder, point being a found cut"X"in P.C.C. pavement; thence along the Northwesterly right-of-way line of West 17th Street South 40°59'/'West a distance of 71.15 feet to the Northeasterly right-of-way line of Bluff Street, point being a set cut"X" in P.C.C. pavement also being the point of beginning; thence continuing along the extension of said Northwesterly right-of-way line of West 17th Street South 40°59'/4'West a distance of 35.35 feet to a set 1/2"rebar with license#23212; thence parallel with and 15.0 feet Northeasterly of the centerline of the Iowa Northern Railway Company railroad tracks North 48°38'West a distance of 365.7 feet to the most Southerly corner of Parcel "A" recorded in Misc. Book 317 Page 926 dated 10/10/1995 in the Office of the Black Hawk County Recorder, point being a set 1/2" rebar with license#23212; thence along the Southeasterly line of said Parcel "A" North 41'191/4' East a distance of 35.1 feet to the Northeasterly corner of said Parcel "A", point being a found 1/2" rebar; thence along said Northeasterly right-of-way line of Bluff Street South 48°40'/' East a distance of 365.5 feet to the point of beginning. Containing 12,880 sq.ft. Subject to restrictions, easements, covenants, ordinances, and limited access provisions of record and not of record. Note: The Northeasterly right-of-way line of said Bluff Street is assumed to bear South 48°40'/ East for this description. Parcel letter approved by County Auditor's Office Date of Survey: 09/1212017 HELLAND ENGINEERING &SURVEYING, LTD. • SET NO.4 REBAR X 24"LONG WORANGE PLASTIC CAP#23212 1107 Technology Parkway (00)RECORDED AS FILE NAME: 17-193.DWG Cedar Falls,Iowa 50613-6955SCALE: N/A PROJECT#17-193 DRAWN BY:CDR (319)-266-0161 SHEET 2 OF 2 OPCPLASTIC CAP(O=ORANGE,R=RED,Y=YELLOW) PLAT OF SURVEY OF PART OF SW 114 SEC. 25-T89N-R13W BLACK HAWK COUNTY, IOWA FOR CITY OF WATERLOO 7 Vacate Request — Adjacent to 326 West 17" Street 326 West 17th Street Looking northwest at Bluff Street at the Looking at a portion of former Bluff Street area requested to be vacated. to the southeast of the area in question that has already been vacated. 4 ti♦ Looking southeast at Bluff Street at the Looking at the Iowa Northern Railroad that area requested to be vacated. abuts Bluff Street. Page 381 of 547 City of Waterloo Planning&Zoning Department 715 Mulberry Street,Waterloo, Iowa 50703 (31.9)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: Personified, Inc.Address: 326 W17 Street Phone No.:319-232-3369 General Description of Property to Vacated(i.e.-alley between A St. &B St.,South of C St.): Bluff Street from Stetson Supply to Special Occasions Party Rental Legal description of area to be conveyed,vacated,or encroached: hey PIAI (k '51 1. A non-refundable filing fee(s)shall be made as follows(checks payable to City of Waterloo): • Right-of-way vacation—One Hundred Seventy Five Dollar($175.00)Filing Fee • Easement or sidewalk vacation—Seventy Five Dollar($75.00)Filing Fee • Encroachment—One Hundred Dollar($100.00)Filling Fee • Sale of city-owned property not required to be vacated—No Fee • Any request not meeting the Sale of Property Policy--One Hundred Dollar($100.00)Fee 2. Offer Price*[Note:If the offer price meets the Sale of Property Policy(see attached)the request will not be required to be reviewed by the Building&Grounds Committee] • Asking price(see attached Sale of Property Policy for how calculated): $1 .00 • Deductions • May decrease price by 50%for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs(8 yrs inside of the CUBA): • Costs(surveying&mise.,demolition,remove of curbs,etc): Asking price—Deductions=Value of Property: Offer Price for Entire Area: Mote: The above information is a summary of the Sale of Property Policy(see attached). All requests to vacate and purchase City right-of--way must be accompanied by a signed"Intent to Vacate"form for each abutting property to the area to be vacated. Any request that fails to meet the Sale of Property Policy shall not be forwarded to the Building and Grounds Committee or City Council.Any such applicant shall need to request review to Building and Grounds through a City Council member. 3. Publication and Recording Fees*: At the time a buyer(s)has been selected,all publication costs and recording fees must be paid by the applicant. Applicant shall be responsible for collecting from other buyers. 4. Easement*: The following easement shall be retained: 5. Other: Please provide a site plan and/or aerial photo of the area to be vacated if the request involves addili al co truclion as the ea F the request. Applicant — Will am D. Rodgers, Owner Date *Not required for easement vacates sidewalk vacates or Encroachment Agreements Page 382 of 547 Description Parcel B: THAT PART OF THE NORTHEAST FRACTIONAL QUARTER OF SECTION 5,TOWNSHIP 88 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL MERIDIAN, IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 5,TOWNSHIP 88 NORTH, RANGE 13 WEST OF THE WEST FIFTH PRINCIPAL MERIDIAN, THENCE NO-07'58"E 329.48 FEET ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 5,THENCE N89°43'39"W 50.00 FEET TO THE SOUTHEAST CORNER OF LOT 53 WEST RIDGE FIFTH ADDTION TO THE CITY OF WATERLOO IN SAID SECTION 5; THENCE CONTINUING N89°43'39"W 110.54 FEET ALONG THE SOUTH LINE OF SAID LOT 53,THENCE N48°58'30"W 265.02 FEET ALONG THE SOUTHEASTLY LINE OF SAID WEST RIDGE FIFTH ADDTION TO THE POINT OF BEGINNING; THENCE S40°58'56"W 584.62 FEET TO A POINT ON THE NORTHEASTERLY LINE OF LOT 47 OF WEST RIDGE FOURTH ADDITION TO THE CITY OF WATERLOO IN SAID SECTION 5; THENCE N49°04'50"W 310.00 FEET ALONG THE NORTHEASTLY LINE OF SAID WEST RIDGE FOURTH ADDITION TO THE NORTHEASTERLY CORNER OF LOT 48 OF SAID WEST RIDGE FOURTH ADDITION AND SOUTHEASTERLY CORNER OF LOT 21 OF WEST RIDGE THIRD ADDITION TO THE CITY OF WATERLOO IN SAID SECTION 5;THENCE N40°58'56"E 639.82 FEET ALONG THE SOUTHEASTERLY LINE OF SAID WEST RIDGE THIRD ADDITION TO THE SOUTHWESTERLY CORNER OF LOT 49 OF SAID WEST RIDGE FIFTH ADDITION; THENCE S49°03'06"E 125.00 FEET TO THE SOUTHEASTERLY CORNER OF SAID LOT 49; THENCE S40°58'56"W 54.79 FEET ALONG THE EXISTING RIGHT OF WAY OF LINCOLNSHIRE ROAD IN SAID WEST RIDGE FIFTH ADDITION; THENCE S48°58'30"E 185.00 FEET ALONG THE SOUTHWESTERLY LINE OF SAID WEST RIDGE FIFTH ADDITION TO THE POINT OF BEGINNING. PARCEL CONTAINS 4.32 ACRES. Page 383 of 547 CITY OF WATERLOO Council Communication Sale and conveyance of City owned property generally described as vacated Bluff Street abutting 326 West 17th Street, to Personified, Inc., in the amount of$1.00. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 ATTACHMENTS: Description Type ❑ Development Agreement Backup Material ❑ Survey Backup Material Motion to receive and file proof of publication of notice of public hearing_ HOLD HEARING -No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution approving the sale and conveyance of City owned property. SUBJECT: generally described as vacated Bluff Street abutting 326 West 17th Street. to Personified. Inc.. in the amount of$1.00, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with Personified. Inc.,. requiring improvements to the area vacated, and authorizingthe e Mayor and City Clerk to execute said documents. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approve The City has worked to vacate un-needed right-of-way portions of Bluff Summary Statement: Street throughout the years. This portion will allow Personified to expand their yard space area for their business along Highway 218. They will be making improvements over$30,000 to the area to be vacated. Expenditure Required: None Source of Funds: NA Economic development Highest and Best Use of Land Policy Issue: Infill development Business Expansion and retention Alternative: Not approve Bluff Street has been vacated for many businesses thorough the years, including Stetson to the southeast of this site, and Black Hawk Rental to the northwest of this site. There is no public need for this portion of right-of- Page 384 of 547 way. Background Information: Personified is working to improve the appearance of the area with new paving, a garden section for their business purposes, and acquire the land for business expansion. The Sale of Property Policy allows the improvement costs to be deducted from a sales price, and the assessed value of this parcel of land is approximately$17,000. They are making over$30,000 in improvements. THIS PLAT REPRESENTS A SURVEY OF PARCEL"F" That part of the Southwest Quarter(SW 1/4) of Section No. 25, Township No. 85 North, Range No. 13 West of the Fifth Principal Meridian, City of Waterloo, Black Hawk County, Iowa, described as follows: Commencing at the Northeasterly corner of Lot 1 Block 3 in"Hayes' Addition" to the City of Waterloo Iowa, point being a found "P-K" nail in A.C.C. pavement; thence along the Northwesterly right-of-way line of West 17th Street South 40°33%' West a distance of 219.3 feet to the most Southerly corner of Parcel"A" recorded in Misc. Book 289 Page 136 dated 01/08/1996 in the Office of the Black Hawk County Recorder, point being a found cut "X" in P.C.C. pavement; thence along the Northwesterly right-of-way line of West 17th Street South 40°59%' West a distance of 71.15 feet to the Northeasterly right-of-way line of Bluff Street, point being a set cut "X" in P.C.C. pavement also being the point of beginning; thence continuing along the extension of said Northwesterly right-of-way line of West 17th Street South 40°59%' West a distance of 35.35 feet to a set%" rebar with Legal Descriptions: license#23212; thence parallel with and 15.1 feet Northeasterly of the centerline of the Iowa Northern Railway Company railroad tracks North 48°38' West a distance of 365.7 feet to the most Southerly corner of Parcel"A" recorded in Misc. Book 317 Page 926 dated 10/10/1995 in the Office of the Black Hawk County Recorder, point being a set%" rebar with license#23212; thence along the Southeasterly line of said Parcel"A" North 41 ° 19%' East a distance of 35.1 feet to the Northeasterly corner of said Parcel"A", point being a found %" rebar; thence along said Northeasterly right-of-way line of Bluff Street South 48° 40%' East a distance of 365.5 feet to the point of beginning. Page 385 of 547 Containing 12,880 sq. ft. Subject to restrictions, easements, covenants, ordinances, and limited access provisions of record and not of record. Note: The Northeasterly right-of-way line of said Bluff Street is assumed to bear South 48°40%' East for this description. Parcel letter approved by County Auditor's Office Page 386 of 547 Preparer: Christopher S.Wendland P.O. Box 596Waterloo Iowa 50704 319 234-5701 After recording, return to Community Planning&Development, 715 Mulberry Street, Waterloo, IA 50703. DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement') is entered into as of 2020, by and between Personified, Inc. ("Company"), and the City of Waterloo, Iowa ("City"). RECITALS A. In furtherance of the objectives of Chapter 403 of the Code of Iowa, 2015, as amended (the "Urban Renewal Act"), City is engaged in carrying out urban renewal project activities in an area known as the Rath Urban Renewal and Redevelopment Plan Area ("Urban Renewal Area"). B. Company is willing and able to finance and construct certain improvements on property located in the Urban Renewal Area. C. City considers economic development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives so as to encourage that goal. City believes that the development of the Property (defined below) is in the vital and best interests of the City and in accordance with the public purposes and provisions of the applicable State and local laws and requirements under which the project has been undertaken and is being assisted. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property; Title. Subject to the terms hereof, City shall convey to Company for the sum of $1.00 (the "Purchase Price") the real property described on Exhibit "A" attached hereto (the "Property"). Conveyance shall be by quit claim deed, free and clear of all encumbrances arising by or through City except: (a) easements, servitudes, conditions and restrictions of record; (b) current and future real estate real Page 387 of 547 property taxes and assessments subject to the agreements made herein; (c) general utility and right-of-way easements serving the Property; and (d) restrictions imposed by the City zoning ordinances and other applicable law. Company may, at its own expense, obtain whatever form of title evidence it desires. if title is unmarketable or subject to matters not acceptable to Company, and if City does not remedy or remove such objectionable matters in timely fashion following written notice of such objections from Company, Company may terminate this Agreement. City shall provide any title documents it has in its possession, including any abstracts, to assist in title review. 2. Improvements by Company. Company shall construct on the Property Y certain vehicle area improvements, including (a) an asphalt overlay of approximately 6,700 square feet, (b) milling, reshaping and compacting of an additional 5,000 square feet, and (c) adding and compacting six inches of roadbase material in the area adjacent to the railroad bed, as further described on Exhibit "B" attached hereto (collectively, the "Improvements"). The Improvements shall be constructed in accordance with the terms of this Agreement, the Urban Renewal Plan, all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. Company shall use its best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Improvements may be lawfully constructed, including but not limited to storm water requirements. The Property, the Improvements, and all site preparation and development-related work to make the Property usable for Company's purposes as contemplated by this Agreement are collectively referred to as the "Project". 3. Timeliness of Construction; Possibility of Reverter. The parties agree that Company's commitment to cause the Project to be undertaken and to construct the Improvements in a timely manner constitutes a material inducement for the City to extend the development incentives provided for in this Agreement, including but not limited to its commitment to convey the Property to Company, and that without said commitment City would not have done so. Subject to Unavoidable Delays (defined below), Company must complete the Improvements within six (6) months after the date of this Agreement (the "Project Completion Date"). If Company has not begun construction of the Improvements with four (4) months after the date of this Agreement, City may terminate this Agreement as set forth in Section 14, title to the Property shall revert to City, and City shall have no further obligation hereunder. If construction has not begun within the required period but development of the Project is still imminent, the City Council may, but shall not be required to, grant an extension of the Project Completion Date. if construction has commenced within the required period or any extended period and is stopped and/or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Company (each of the foregoing is an "Unavoidable Delay"), then time lost as a result of Unavoidable Delays shall be added to extend the Project Completion Date by a number of days equal to the number 2 Page 388 of 547 of days lost as a result of Unavoidable Delays, and thereafter if construction is not completed within the allowed period of extension, City may terminate this Agreement as set forth in Section 14, title to the Property shall revert to City, and City shall have no further obligation hereunder. 4. Reverter of Title; Indemnity. In the event of any reverter of title, Company agrees that it shall, at its own expense, promptly execute all documents, including but not limited to a special warranty deed, or take such other actions as the City may reasonably request to effectuate said reverter and to deliver to City title to the Property that is free and clear of any lien, claim, charge, security interest, mortgage or encumbrance (collectively, "Liens") arising by or through Company. Company shall pay in full, so as to discharge or satisfy, all Liens on or against the Property. Appointment of Attorney in Fact: If Company fails to deliver such documents, including but not limited to a special warranty deed, to City within thirty (30) days after written demand by City, then City shall be authorized to execute, on Company's behalf and as its attorney- in-fact, the special warranty deed required by this Section, and for such limited purpose Company does hereby constitute and appoint City as its attorney-in-fact. Company further agrees that it shall indemnify City and hold it harmless with respect to any demand, claim, cause of action, damage, cost, expense, liability or injury made, suffered, or incurred as a result of or in connection with the Project, or Company's failure to carry on or complete same, or any Lien or Liens on or against the Property of any type or nature whatsoever that attaches to the Property by virtue of Company's ownership of same. If City files suit to enforce the terms of this Agreement and prevails in such suit, then Company shall be liable for all legal expenses, including but not limited to reasonable attorneys' fees, incurred by City. Company's duties of indemnity pursuant to this Section shall survive the expiration, termination or cancellation of this Agreement for any reason. 5. Reserved. 6. Additional City Assistance. The incentives described in the following paragraphs of this Section 6 are in addition to the other Project incentives extended by City to Company hereunder. A. Property Vacate. The parties acknowledge that the Property consists of former street right of way. City agrees to take all actions necessary to vacate the Property within sixty (60) days after the city council's approval of this Agreement. B. Access. Pursuant to the terms of a separate early access agreement to be entered into concurrently herewith, City will allow Company, its employees, agents and contractors, access to the Property before closing. 3 Page 389 of 547 i 7. No Encumbrances. Until completion of the Improvements, Company agrees that it shall not create, incur, or suffer to exist any Liens on the Property. Company may not mortgage the Property or any part thereof for any purpose. 8. No Assignment or Conveyance. Company agrees that it will not sell, convey, assign or otherwise transfer its interest in the Property prior to completion of the Project, whether in whole or in part, to any other person or entity without the prior written consent of City. Reasonable grounds for the City to withhold its consent shall include but are not limited to the inability of the proposed transferee to demonstrate to the City's satisfaction that it has the financial ability to observe all of the terms to be performed by Company under this Agreement. 9. Additional Covenants of Company. In addition to the other promises, covenants and agreements of Company as provided elsewhere in this Agreement, Company agrees as follows: A. Company agrees during construction of the Improvements to maintain, as applicable, property damage and liability insurance coverages with respect to the Improvements in such amounts as are customarily carried by like organizations engaged in activities of comparable size and liability exposure, and shall provide evidence of such coverages to the City upon request. B. Until completion of the Improvements, Company shall make such reports to City, in such detail and at such times as may be reasonably requested by City, as to the actual progress of Company with respect to construction of the Improvements. C. Company shall pay, or cause to be paid, when due, all real property taxes and assessments payable with respect to any and all parts of the Property. Company agrees that (1) it will not seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute or regulation relating to the taxation of real property included within the Property that is determined by any tax official to be applicable to the Property or to Company, or raise the inapplicability or constitutionality of any such tax statute or regulation as a defense in any proceedings of any type or nature, including but not limited to delinquent tax proceedings, and (2) it will not seek any tax deferral, credit or abatement, either presently or prospectively authorized under Iowa Code Chapter 403 or 404, or any other state law, of the taxation of real property included within the Property. 10. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. 4 Page 390 of 547 B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 11. Representations and Warranties of Company. Company hereby represents and warrants as follows. A. It is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. B. It has all requisite power and authority to own and operate its properties, to carry on its business as now conducted and as presently proposed to be conducted, and to enter into and perform its obligations under this Agreement. C. This Agreement has been duly and validly authorized, executed and delivered by Company and, assuming due authorization, execution and delivery by the other parties hereto, is in full force and effect and is a valid and legally binding instrument of Company that is enforceable in accordance with its terms, except as the same may be limited by bankruptcy, insolvency, reorganization or other laws relating to or affecting creditors' rights generally. D. The execution and delivery of this Agreement, the consummation of the transactions contemplated hereby, and the fulfillment of or compliance with the terms and conditions of this Agreement are not prevented by, limited by, in conflict with, or result in a violation or breach of, the terms, conditions or provisions of the articles of organization or operating agreement of Company or of any contractual restriction, evidence of indebtedness, agreement or instrument of whatever nature to which Company is now a party or by which it or its property is bound, nor do they constitute a default under any of the foregoing. E. There are no actions, suits or proceedings pending or threatened against or affecting Company in any court or before any arbitrator or before or by any governmental body in which there is a reasonable possibility of an adverse decision which could materially adversely affect the business (present or prospective), financial position, or results of operations of Company or which in any manner raises any questions affecting the validity of the Agreement or Company's ability to perform its obligations under this Agreement. 12. Indemnification and Releases. A. Company hereby releases City, its elected officials, officers, employees, and agents (collectively, the "indemnified parties") from, covenants and agrees that the indemnified parties shall not be liable for, and agrees to indemnify, defend and hold harmless the indemnified parties against, any loss or damage to property or any injury to or death of any person occurring at or about 5 Page 391 of 547 the Property or resulting from any defect in the Improvements. The indemnified parties shall not be liable for any damage or injury to the persons or property of Company or its directors, officers, employees, contractors or agents, or any other person who may be about the Property or the Improvements, due to any act of negligence or willful misconduct of any person, other than any act of negligence or willful misconduct on the part of any such indemnified party or its officers, employees or agents. B. Except for any willful misrepresentation, any willful misconduct, or any unlawful act of the indemnified parties, Company agrees to protect and defend the indemnified parties, now or forever, and further agrees to hold the indemnified parties harmless, from any claim, demand, suit, action or other proceedings or any type or nature whatsoever by any person or entity whatsoever that arises or purportedly arises from (1) any violation of any agreement or condition of this Agreement (except with respect to any suit, action, demand or other proceeding brought by Company against the City to enforce its rights under this Agreement), or (2) the acquisition and condition of the Property and the construction, installation, ownership, and operation of the Improvements, or (3) any hazardous substance or environmental contamination located in or on the Property, but only to the extent such liability has not been previously transferred to and accepted by the City in writing. C. The provisions of this Section shall survive the expiration or termination of this Agreement. 13. Default. The following shall be "Events of Default" under this Agreement, and the term "Event of Default" shall mean any one or more of the following events that continues beyond any applicable cure periods: A. Failure by Company to cause the construction of the Improvements to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Transfer by Company of any interest (either directly or indirectly) in the Improvements, the Property, or this Agreement, without the prior written consent of City; C. Failure by Company to pay, before delinquency, all ad valorem property taxes levied on or against the Property; D. Failure by any party hereto to substantially observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement; E. Company (1) files any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, 6 Page 392 of 547 i i i or similar relief under the federal bankruptcy law or any similar state law; (2) makes an assignment for the benefit of its creditors (3) admits in writing its inability to pay its debts generally as they become due; (4) is adjudicated a bankrupt or insolvent; or if a petition or answer proposing the adjudication of Company as a bankrupt or its reorganization under any present or future federal bankruptcy act or any similar federal or state law shall be filed in any court and such petition or answer shall not be discharged or denied within ninety (90) days after the filing thereof; or a receiver, trustee or liquidator of Company, or part thereof, shall be appointed in any proceedings brought against Company and shall not be discharged within ninety (90) days after such appointment, or if Company shall consent to or acquiesce in such appointment; or (5) defaults under any mortgage applicable to the Property. F. Any representation or warranty made by Company in this Agreement, or made by Company in any written statement or certificate furnished by Company pursuant to this Agreement, shall prove to have been incorrect, incomplete or misleading in any material respect on or as of the date of the issuance or making thereof. 14. Remedies. A. Default by Com an Whenever any Event of Default in respect of Company occurs and is continuing, the City may terminate this Agreement. Before exercising such remedy, City shall give 30 days' written notice to Company of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or the Event of Default cannot reasonably be cured within 30 days and Company shall not have provided assurances reasonably satisfactory to the City that the Event of Default will be cured as soon as reasonably possible. Upon termination, City may exercise any and all remedies available at law, equity, contract or otherwise for recovery of any sums paid by City to Company before the date of termination or to recover ownership of the Property as set forth in this Agreement. B. Default by City. Whenever any Event of Default in respect of Company occurs and is continuing, Company may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Company shall give 30 days' written notice to City of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or if the Event of Default cannot reasonably be cured within 30 days and City shall not have provided assurances reasonably satisfactory to the Company that the Event of Default will be cured as soon as reasonably possible. C. Remedies under this Agreement shall be cumulative and in addition to any other right or remedy given under this Agreement or existing at law or in equity or by statute. Waiver as to any particular default, or delay or omission in 7 Page 393 of 547 f exercising any right or power accruing upon any default, shall not be construed as a waiver of any other or any subsequent default and shall not impair any such right or power. 15. Obligations Contingent. Each and every obligation of City under this Agreement is expressly made subject to and contingent upon City's completion of all procedures, hearings and approvals deemed necessary by City or its legal counsel for amendment of the urban renewal plan applicable to the Property and/or project area, all of which must be completed within 180 days from the date this Agreement is approved by the City council. If such completion does not occur, then any conveyance, benefit or incentive of any type provided by City hereunder within said 180-day period is subject to reverter of title, revocation, repayment or other appropriate action to restore such property, benefit or incentive to City, and Company agrees to cooperate diligently and in good faith with any reasonable request by City to effectuate the restoration of same, or failing such restoration Company agrees to be liable for same or for the fair value thereof, plus interest on any sums owing at the rate of 10% per annum commencing with the date of demand for payment, if said payment is not remitted to City within 30 days. 16. Materiality of Company's Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Company to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Company acknowledges that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 17. Performance by City. Company acknowledges and agrees that all of the obligations of City under this Agreement shall be subject to, and performed by City in accordance with, all applicable statutory, common law or constitutional provisions and procedures consistent with City's lawful authority. All covenants, stipulations, promises, agreements and obligations of City contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of City and not of any governing body member, officer, employee or agent of City in the individual capacity of such person. 18. No Third-Party Beneficiaries, No rights or privileges of any party hereto shall inure to the benefit of any contractor, subcontractor, material supplier, or any other person or entity, and no such contractor, subcontractor, material supplier, or other person or entity shall be deemed to be a third-party beneficiary of any of the provisions of this Agreement. 8 Page 394 of 547 3 f 19. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, fax number 319.291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Company, at 320 W. 17th Street, Waterloo, Iowa 50702, Attention: President. Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, (ii) one (1) business day following deposit for overnight delivery to an overnight air courier service which guarantees next day delivery, (iii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or (iv) when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. A party may change the address for giving notice by any method set forth in this Section. 20. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Company nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 21. 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. 22. Severability; Reformation. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 9 Page 395 of 547 23. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. 24. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 25. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 26. Entire Agreement. This Agreement, together with the exhibits attached hereto, constitutes the entire agreement of the parties and supersedes all prior or contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof. 27. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. [signatures on next page] 10 Page 396 of 547 CITY OF WATERLOO, IOWA PERSONIFIED, INC. By: By: �. Quentin M. Hart, Mayor illiam Rodgers, esident Attest: Kelley Felchle, City Clerk 11 Page 397 of 547 S i EXHIBIT"A" Legal Description of Property See attached plat of survey. Page 398 of 547 INDEX LEGEND o Genefal Description: Sec.25-T89N-R13W,SW 114,Waterloo Surveyor. Kyle J.Helland Surveying Company! Holland Engineering&Surveying,Ltd. o Return To: 1107 Technology Parkway v Cedar Fals,Iowa 50613-6955 0 (319)-266-0161 z Survey Requested By: Personified Inc. Proprietor. City of Waterloo z LOCATION IvAP This Plat or Subdivision has been reviewed by(CilylCounty). s1.` Signature of(citylcounty) Date bid Ordinance Adminislralor 1�y� —COMMERCIAL ST. Fpsp ��1 c� SEE SHEET 2 FOR DESCRIPTION OF PARCEL."F" 16 PARCEL"F" LEGEND wRLISTON _ _ LOT4 A • (0.07a PER PLAT OF SURVEY 317 MISC.926 LOT3 / DATED 1011011995 BUEGNLEY'S PLAT OF / (0.076 PER PLAT OF SURVEY 289 MISC.136 OUTLOTS" / DATED 0110811996 Lora WATERLOO / PARCEL'B"I LOT 7 PLAT MI92&Y ` 4 FOUND NO,4 REBAR w1OPC 96505 DATED 10/10/1995 /N 41°191/4 E 24.95' 10T8 y LOT2 I LOTi ��c] (N 41°1404"E25.009a / I LOT3 FOUND 1'/°Ei OPEN IRON PIPE \` -5 66°58%2�E 32.2' FOUND N0.4 REBAR [TYPICAL UNLESS (S87°14'06"E 998.9994 NOTED OTHERWISE) S8 'ITE i99.05'--__ I "HAYES'ADDITION" —113.55----__- - WATERLOO P.O.0 45.5'-- TC NAIL. (N99°0424" FOUND°P- -' \ (113.50)b 85.45)4 IN A.C.C.PAVEMENT ,' r 30-5594 � � � � l PLAT OF SURVEY LOT2 N 41"19%'E 35.1' 269 MJSC.136 LoT i ^h+ (N 41°1404"E34.89)a DATED 01/0811996 A PARCEL",4" . 480-----(ASSUMED BEARING) \�b r� ,`- PIATOFSURVEY 3i7MISC,926 DZ 10/10/1995 NZ �� 3ss c, �p �• 61.a 6s S• .`3"dal 5 IOWA NORTHERN 8� " > FOUND 318'REBAR RAILWAY CO. �'g (0.15'S&0.15'E (qTRACKS) OF TRUE CORNER) FOUND CUT"X"IN \h P.C.C.PAVEMENT PARCEL "F" ,' SET CUT'IV,IN 12,880 Sid,FT, x P.C.C.PAVEMENT SW 1/4 P.0.13. SEC.25-T89N-R13 W WATERLOO EAST LINE OF SW 114 (BEARINGS ARE ASSUMED) THIS SURVEY MEETSIOR EXCEEDS CURRENT"MINIMUM STANDARDS FOR PROPERTY SURVEYS' 6' 40' Bo' 160' HELLAND ENGINEERING&SURVEYING,LTD. ®SETNO.4REBARX24'LONG WORANGEPL.ASTICCAP423212 0.1107 TechnologyParinvay (00)RIECORDE0AS FILENAME: 17-193.DWO Cedar Falls,Iowa 506136955 SCALE: 1"=80' PROJECT#17-193 DRAWN BY:CDR (319)-2669161 SHEETI OF OPCPLASTICCAP(O=ORANGE,R=RED,Y=YELLOW) I hereby terrify Thal this land sarve n document was rered apo 'LA7y� and herelatedsurveyerorkwasperforrnMby meorumderrmy PLAT OF SURVEY direct p rsonal supervision and that I am a dtd Licensed OF y a• G Profes rn at Land Surue�vrlder the laws the Stale of loxa. PART OF SW 1/4 W KYLE J. °a f1 SEC.25-T89N-R13W HELLAND e m Kyle Holland 23212 � •. a mooY.. License Number 23212 BLACK A Ci MyRcense renewal date is December 31,2011. FOR !OW P AT pages pages or sheets are covered by this seal except CITY OF WATERLOO ... Page 399 of 547 THIS PLAT REPRESENTS A SURVEY OF PARCEL"F" That part of the Southwest Quarter(SW 114)of Section No.25,Township No.85 North, Range No.13 West of the Fifth Principal Meridian,City of Waterloo,Black Hawk County, Iowa,described as follows: Commencing at the Northeasterly corner of Lot 1 Block 3 in"Hayes'Addition"to the City of Waterloo Iowa,point being a found"P-K'nail in A.C.C.pavement; thence along the Northwesterly right-of-way line of West 17th Street South 40°33'/4`West a distance of 219.3 feet to the most Southerly corner of Parcel"A" recorded in Mise.Book 289 Page 136 dated 01108/1996 in the Office of the Black Hawk County Recorder,point being a found cut"X"in P.C,C.pavement; thence along the Northwesterly right-of-way line of West 17th Street South 40°59'/4'West a distance of 71.15 feet to the Northeasterly right-of-way line of Bluff Street,point being a set cut"X"in P.C.C.pavement also being the point of beginning; thence continuing along the extension of said Northwesterly right-of-way line of West 17th Street South 40°59'/4 West a distance of 35.35 feet to a set/"rebarwith license#23212; thence parallel with and 15.1 feet Northeasterly of the centerline of the Iowa Northern Railway Company railroad tracks North 48°38'West a distance of 365.7 feet to the most Southerly corner of Parcel"A"recorded in Misc.Book 317 Page 926 dated 10/10/1995 in the Office of the Black Hawk County Recorder,point being a set%"rebar with license#23212; thence along the Southeasterly line of said Parcel"A"North 41°19'/'East a distance of 35.1 feet to the Northeasterly corner of said Parcel"A",point being a found %"rebar; thence along said Northeasterly right-of-way line of Bluff Street South 48°40% East a distance of 365.5 feet to the point of beginning. Containing 12,880 sq.ft. Subject to restrictions,easements,covenants,ordinances,and limited access provisions of record and not of record. Note; The Northeasterly right-of-way line of said Bluff Street is assumed to bear South 48°40'/'East for this description. Parcel letter approved by County Auditor's Office Date of Survey: 0911212617 HELLAND ENGINEERING&SURVEYING,LTD. 0 SET N0,4 REBAR X 24'LONG WfORANGE PLASTIC CAP 1!43212 1107TechrVogyParkway (00}RECORDED AS FILENAME: VA93.DWG Cedar Falls,Iowa 50613-6955 SCALE: NIA PROJECT 1L 17-193 DRAWN BY:CDR (319)-266-0181 EE T 2 Q F2 oPCPLASTIC CAP(0-ORANGE,R=RED,Y=YELLOW) PLAT OF SURVEY OF PANT OF SW 114 SEC.25-T89N-R13W BLACK HAWK COUNTY,IOWA FOR CITY OF WATERLOO Af Page 400 of 547 EXHIBIT "B" Description of Improvements See attached. Page 401 of 547 f 326 W 17th Sfreet Waterloo,IA 50702 a t RE: Vacate of sluff Street 1 s Planned Improvements Bluff Street/326 W17th - Improvement; Cost; I Asphalt $22,750.00 Security Cameras & Lighting $4,829.92 _ complete Fencing for Garden Materials $4,018.00 Signage $300.00 k iE $31,897.92 6 i 3 xyE 2 5 k B 5 4 a g € f s Page 402 of 547 O N � co N U C) c7 ici � c = a m _ F U W m � �� ¢ LU ow U V U C) �� �� CO w z z mi 2 U Q U rQ �` 9,- F- � W LO a x� U) cFn(D Q 2� 7ELL r-, OZF- co N t�` - Zw 6��z�� Mus�x� Uci � o w� w 0 O o p 0 > �� Y w Z r-O W H w LU Q oo 2!7 �r M Y p > Z Z O a. rS r� ~U Q a_ Z T iF lJJ r r J �,n �m O Q F-9 �' t O u C7 Q��} O W �� �rn �� ~Oaa O r``615� �� wo0ow z �rr� �Z W C7 (o w �a2 p�Z v fso � �Q1S �ci of O w x�w 0 U) F- 0 w �� LL OQ ��� QW7a �J s owl 4/ LU m CD<w� toLLWo�oDOQ �6 zZ� LL LL �W m (, Q� Q� z rS' S' 0 JOLu O u _ �o N o� CL W� N 9 '940 0Is L�a z F- w cv� p o p wa w¢ ~ ��� \� s o N ¢ Q o CJ a_o a D _ s�s'CO(nlSIJ od W Y s U-jE O -c0 �t Lu U) mcno� �U U b b �w� o, Q O O vow LLJ >- tz rS fk�0 11 Q C)fn oziJ tom- _ _EL~ AVO ��//r LU WOU� H rn O vJ .- O�O ti o SE'S w co Of un a_ t~ w z Oq cc' O � U W O I_rn W 0 I w U) o CL W �, Qooti Z z o O •asn sApioaad unoo joj pamasa� \ m , n CL o c� LL of CD 22 U) LL- E2, o ti M CO Qh Q w W LU G ��= Q -.� CL CO(Z) N � opt � Nrno, �� �+ o c v :::D--<c W*��o oLLJ W ` zZ ��� �h � U =t�- Q LL_ TN T LL. r Z M b Lu ti d hl j` Y J[j z ca o o`m � �� Q 4�Mti w M o� I L1Jco W �� rn No U.., 2 Op (� f+ T SO p U) � Q oo EL Lrj�4 0 J U ccoo LL, z �M 0 w a cu C7 M �co� lP O Mtir a� aNcn OfO o v�n� cp yl - i� 4� �O �za ' NNS J W,.� � p�0 Lj 0 �l +J z Lpf7 I r� Z U m 3 'd c4--� c T w � Z c.�p—� Cz �f U i i ` 0 � �E2 mE� rn r4 me vio — � OL �� ��a cp II f w ti� D �� 2,o �� o °1z v,0 � LLU ~yNLL� � lS `l ~Op 4 /+/ SOY ��L1I LU � oL'i�ic�o �Y�m cUm OC) N� c� LN c`� y a NNS Y OrU �L(')~ X J� `m.N-'-. � �� ca y o o Z �9 Z Q N� w LL[o v rn ^�!a n, x4 ci a^Q-0M 1 . 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IAS o r+ C C C U) N p V O cn U-j d3 "J -0 N iJ J r' V1 d O — mcu p o M2 oQ o MOl . 0)CD U LU LU =5 n O C UmQGU) M � p m o - 0 ,-0— o � aN Z O 0N O O C O O OCD o M (6 0 m sc`o> Q o M Q n O L) n U U .a) 04 � c U U N in Z ca a) LU�co •L E C o U C N C (/� N C (a o p C Mco ~ O O cn o o d C O N t �' L17 CD C o - MnO d t O Z c vi � � �� r �+ \ � � r \ Q . ` nm o fll COQ a � � Cn OCn Q �ticn d N _ c31 lU O � .0 v Q V O O J N N cD r fa U o O oC7 N n C Q C.-� n �O+ U D LJLI�oco rn Fm co N p V o C) .."^_. O U o 0 =' a N m d d ,� O ca Co =r U u H F- C..) d (13 _ Z .. a LLI U Cn o Z d I, Z p CITY OF WATERLOO Council Communication Sale and conveyance of City owned property located northeast of 940 West 7th Street, to Clark A. Holdiman, in the amount of$500 and approval of a development agreement. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 ATTACHMENTS: Description Type ❑ Development Agreement Backup Material 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 SUBJECT: located northeast of 940 West 7th Street. to Clark A. Holdiman, in the amount of$500, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Development Agreement with Clark A. Holdim= for the demolition of buildings on site and cleanup of site, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approve The City acquired the parcel number 8913-26-411-017 through 657A action. Summary Statement: There remains a garage on the back portion of the site which is in disrepair. The abutting property owner, Mr. Holdiman, will buy the lot for$500 and demolish the dilapidated structure. Expenditure Required: NA Source of Funds: NA Policy Issue: Revitalization of neighborhoods Alternative: Not approve The City acquired the site in 2012 and demolished the home in 2013. The garage was left on site as it was not determined whether it was salvageable at the time of demolition of the house. Background Information: The abutting neighbor is willing to acquire the site for$500, demolish the structure, and restore the lot to a nice clean appearance for additional yard space. His lot is only 30' wide, and the lot to be sold is only 30' wide. The lots has an assessed value of$2,980. So the reduce price is allowed by Page 405 of 547 the Sale of Property Policy due to costs for improvements of the site. Legal Descriptions: See attached Development Agreement Page 406 of 547 Preparer:Christopher S.Wendland,P.O.Box 596,Waterloo,Iowa 50704 _ (319)234- 5701 After recording,return to Community Planning&Development, 715 Mulberry Street Waterloo,IA 50703. DEVELOPMENT AGREEMENT This Development Agreement(the"Agreement") is entered into as of , 2020, by and between Clark A. Holdiman ("Holdiman"), and the City of Waterloo, Iowa("City"). RECITALS A. Holdiman is willing and able to demolish or cause to be demolished an existing structure on property located on property adjacent to Holdiman's property at 940 W. 7`h Street, which property is identified as parcel no. 8913-26-411-017 (the"Property"), legally described as set forth on Exhibit "A" attached hereto. B. City considers economic development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives so as to encourage that goal. City believes that rehabilitation of the Property is in the best interests of the City and in accordance with the public purposes and provisions of the applicable State and local laws and requirements under which the project has been undertaken and is being assisted. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property; Title. Subject to the terms hereof, City shall convey the Property to Holdiman for the sum of$500.00 (the"Purchase Price"). Conveyance shall be by quit claim deed, free and clear of all encumbrances arising by or through City except: (a)easements, servitudes, conditions and restrictions of record; (b) current and future real estate real property taxes and assessments subject to the agreements made herein; (c)general utility and right-of-way easements serving the Property; and (d) restrictions imposed by the City zoning ordinances and other applicable law. Holdiman may, at his own expense, obtain whatever form of title evidence he desires. If title is unmarketable or subject to matters not acceptable to Holdiman, and if City does Page 407 of 547 not remedy or remove such objectionable matters in timely fashion following written notice of such objections from Holdiman, Holdiman may terminate this Agreement. City shall provide any title documents it has in its possession, including any abstracts, to assist in title review. 2. Improvements by Holdiman. Holdiman acknowledges that he has had a reasonable opportunity to inspect the Property and to conduct other due diligence related to the Property and the Work. Holdiman agrees to accept the Property in its"AS IS" condition,without any warranty from City, expressed or implied, as to the condition of the Property, its marketability, or its fitness for any particular purpose. Holdiman shall demolish existing structures on the Property, remove all debris, and level the site (collectively, the"Work"). The Works shall be undertaken and completed in accordance with the terms of this Agreement and shall comply with all applicable City ordinances and other applicable law. Holdiman will use his best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Work may be lawfully done. 3. Timeliness of Construction; Possibility of Reverter. The parties agree that Holdiman's commitment to cause the Work to be undertaken in a timely manner constitutes a material inducement for the City to extend the development incentives provided for in this Agreement, including but not limited to its commitment to convey the Property to Holdiman, and that without said commitment City would not have done so. Subject to Unavoidable Delays(defined below), Holdiman must obtain a demolition permit and complete the Work within twelve (12) months after the date of this Agreement(the"Project Completion Date"). If Holdiman has not begun the Work within four(4) months before the Project Completion Date, City may terminate this Agreement as set forth in Section 13, title to the Property shall revert to City, and City shall have no further obligation hereunder. If the Work has not begun within four(4) months before the Project Completion Date but the commencement of the Work is still imminent, the City Council may, but shall not be required to, grant an extension of the Project Completion Date. If the Work has commenced within the required period or any extended period and is stopped and/or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Holdiman (each of the foregoing is an "Unavoidable Delay"), then time lost as a result of Unavoidable Delays shall be added to extend the Project Completion Date by a number of days equal to the number of days lost as a result of Unavoidable Delays, and thereafter if the Work is not completed within the allowed period of extension, City may terminate this Agreement as set forth in Section 13, title to the Property shall revert to City, and City shall have no further obligation hereunder. 4. Reverter of Title; Indemnity. In the event of any reverter of title, Holdiman agrees that he 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, charge, security interest, mortgage or encumbrance(collectively, "Liens")arising by or through Holdiman. Holdiman shall pay in full, so as to discharge or satisfy, all Liens on or against the Property. In connection with any reverter of title, Holdiman shall not be entitled to a refund of the Purchase Price. Appointment of Attorney in Fact. If Holdiman fails to deliver such documents, including but not limited to a special warranty deed,to City within thirty(30)days after written demand by City,then City shall be authorized to execute, on Holdiman's behalf and as its attorney-in-fact,the special warranty deed required by this Section, and for such limited purpose Holdiman does hereby constitute and appoint City as its attorney- in-fact. Holdiman further agrees that he shall indemnify City and hold it harmless with respect to any demand, claim, cause of action, damage, cost, expense, liability or injury made, suffered, or incurred as a result of or in connection with the Work, or Holdiman's failure to carry on or complete same, or any Lien or Liens on or against the Property of any type or nature whatsoever that attaches to the Property by virtue of Page 408 of 547 Holdiman's ownership of same. If City files suit to enforce the terms of this Agreement and prevails in such suit, then Holdiman shall be liable for all legal expenses, including but not limited to reasonable attorneys'fees, incurred by City. Holdiman's duties of indemnity pursuant to this Section shall survive the expiration,termination or cancellation of this Agreement for any reason. 5. Deed-Back Option. If Holdiman determines at any time that the Work is not economically feasible,such as by discovery of unanticipated structural problems or for other reasons as determined by Holdiman,then upon thirty (30)days'advance written notice to City Holdiman may deed the Property back to City on the terms set forth in Section 4, and thereafter neither party shall have any further obligation under this Agreement except as provided in Section 4. In connection with any reconveyance of title to City, Holdiman shall not be entitled to a refund of the Purchase Price. 6. Utilities. Holdiman will be responsible for terminating or disconnecting any utility services of any type or nature whatsoever that serve the Property. 7. Reserved. 8. No Encumbrances. Until completion of the Work, Holdiman agrees that he shall not create, incur, or suffer to exist any Liens on the Property. Holdiman may not mortgage the Property or any part thereof for any purpose. 9. No Assignment or Conveyance. Holdiman agrees that he will not sell, convey, assign or otherwise transfer his interest in the Property prior to completion of the Work,whether in whole or in part, to any other person or entity without the prior written consent of City. Reasonable grounds for the City to withhold its consent shall include but are not limited to the inability of the proposed transferee to demonstrate to the City's satisfaction that it has the financial ability to observe all of the terms to be performed by Holdiman under this Agreement. 10. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 11. Representations and Warranties of Holdiman. Holdiman hereby represents and warrants as follows: A. The execution and delivery of this Agreement, the consummation of the transactions contemplated hereby, and the fulfillment of or compliance with the terms and conditions of this Agreement are not prevented by, limited by, in conflict with, or result in a violation or breach of, the terms, conditions or provisions of any contractual restriction, evidence of indebtedness, agreement or instrument of whatever nature to which Holdiman is now a party or by which he or his property is bound, nor do they constitute a default under any of the foregoing. B. There are no actions, suits or proceedings pending or threatened against or affecting Holdiman in any court or before any arbitrator or before or by any governmental body in which there is a reasonable possibility of an adverse decision which could materially adversely affect the financial position of Holdiman or which in any manner raises any questions affecting the validity of the Page 409 of 547 Agreement or Holdiman's ability to perform his obligations under this Agreement. 12. Default. The following shall be"Events of Default" under this Agreement, and the term"Event of Default"shall mean any one or more of the following events that continues beyond any applicable cure periods: A. Failure by Holdiman to cause the Work to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Transfer by Holdiman of any interest(either directly or indirectly) in the Property or this Agreement without the prior written consent of City, before completion of the Work; C. Failure by any party hereto to substantially observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement; D. Any representation or warranty made by Holdiman in this Agreement, or made by Holdiman in any written statement or certificate furnished by Holdiman pursuant to this Agreement, shall prove to have been incorrect, incomplete or misleading in any material respect on or as of the date of the issuance or making thereof. E. Holdiman (1)files any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the federal bankruptcy law or any similar state law; (2) makes an assignment for the benefit of its creditors; (3)admits in writing his inability to pay his debts generally as they become due; (4) is adjudicated a bankrupt or insolvent; or if a petition or answer proposing the adjudication of Holdiman as a bankrupt or its reorganization under any present or future federal bankruptcy act or any similar federal or state law shall be filed in any court and such petition or answer shall not be discharged or denied within ninety(90)days after the filing thereof; or a receiver, trustee or liquidator of Holdiman, or part thereof, shall be appointed in any proceedings brought against Holdiman and shall not be discharged within ninety(90)days after such appointment, or if Holdiman shall consent to or acquiesce in such appointment; or(5)defaults under any mortgage applicable to the Property. 13. Remedies. A. Default by Holdiman. Whenever any Event of Default in respect of Holdiman occurs and is continuing,the City may terminate this Agreement. Before exercising such remedy, City shall give 30 days'written notice to Holdiman of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or the Event of Default cannot reasonably be cured within 30 days and Holdiman shall not have provided assurances reasonably satisfactory to the City that the Event of Default will be cured as soon as reasonably possible. Upon termination, City may exercise any and all remedies available at law, equity, contract or otherwise for recovery of any sums paid by City to Holdiman before the date of termination or to recover ownership of the Property as set forth in this Agreement. B. Default by City_. Whenever any Event of Default in respect of Holdiman occurs and is continuing, Holdiman may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Holdiman shall give 30 days'written notice to City of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or if the Event of Default cannot reasonably be cured within 30 days and City shall not have provided assurances reasonably satisfactory to - Page 410 of 547 Holdiman that the Event of Default will be cured as soon as reasonably possible. C. Remedies under this Agreement shall be cumulative and in addition to any other right or remedy given under this Agreement or existing at law or in equity or by statute. Waiver as to any particular default, or delay or omission in exercising any right or power accruing upon any default, shall not be construed as a waiver of any other or any subsequent default and shall not impair any such right or power. 14. Indemnification. Holdiman hereby releases City, its elected officials, officers, employees, and agents (collectively,the"indemnified parties")from, covenants and agrees that the indemnified parties shall not be liable for, and agrees to indemnify, defend and hold harmless the indemnified parties against, any loss or damage to property or any injury to or death of any person occurring at or about the Property or resulting from any acts or omissions of Holdiman, his employees, agents or contractors, in relation to the Work. The indemnified parties shall not be liable for any damage or injury to the persons or property of Holdiman or his employees, contractors or agents, or any other person who may be about the Property, due to any act of negligence or willful misconduct of any person, other than any act of negligence or willful misconduct on the part of any such indemnified party or its officers, employees or agents. The provisions of this Section shall survive the expiration or termination of this Agreement. 15. Materiality of Holdiman's Promises,Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Holdiman to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Holdiman acknowledges that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 16. Performance by City. Holdiman acknowledges and agrees that all of the obligations of City under this Agreement shall be subject to, and performed by City in accordance with, all applicable statutory, common law or constitutional provisions and procedures consistent with City's lawful authority. All covenants, stipulations, promises, agreements and obligations of City contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of City and not of any governing body member, officer, employee or agent of City in the individual capacity of such person. 17. No Third-Party Beneficiaries. No rights or privileges of any party hereto shall inure to the benefit of any contractor, subcontractor, material supplier, or any other person or entity, and no such contractor, subcontractor, material supplier, or other person or entity shall be deemed to be a third-party beneficiary of any of the provisions of this Agreement. 18. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, fax number 319-291-4571,Attention: Mayor,with copies to the City Attorney and the Community Planning and Development Director. (b) if to Holdiman, at 940 W. 7th Street, Waterloo, Iowa 50702. Delivery of notice shall be deemed to occur(i)on the date of delivery when delivered in Page 411 of 547 person, (ii)one(1)business day following deposit for overnight delivery to an overnight air courier service which guarantees next day delivery, (iii)three(3)business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or(iv)when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. A party may change the address for giving notice by any method set forth in this Section. 19. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Holdiman nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 20. Amendment, Modification, and Waiver. No amendment, modification, or waiver of any condition, provision, or term of this Agreement shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by the duly authorized representative of same, and specifying with particularity the extent and nature of the amendment, modification, or waiver. Any waiver by any party of any default by another party shall not affect or impair any rights arising from any subsequent default. 21. Severability; Reformation. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable,whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 22. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. 23. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 24. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which,taken together, shall constitute one and the same instrument. 25. Entire Agreement. This Agreement,together with the exhibits attached hereto, constitutes the entire agreement of the parties and supersedes all prior or contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written,with respect to the subject matter hereof. 26. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF,the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA Page 412 of 547 1 0- By: 6�4 Quentin M. Hart, Mayor Clark A. Holdiman Attest: Kelley Felchle, City Clerk 2 EXHIBIT"A" Legal Description of Property The Northeast One-half of Lot 8, Block 5 in Johnson's Addition to Waterloo, Iowa. 2 Page 413 of 547 CITY OF WATERLOO Council Communication Sale and Conveyance of City owned property generally described as 1809 Black Hawk Street, in the amount of$1.00, to 5Bees, LLC, including a Development Agreement. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 ATTACHMENTS: Description Type ❑ History of area Backup Material ❑ Prior buildings Backup Material ❑ Development Agreement Backup Material 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 propga gel nerally described as 1809 Black Hawk Street. to 5Bees. LLC, in the amount of $1.00, and authorizing the Mayor and City Clerk to execute said document. Resolution approving a Development and Minimum Assessment Agreement with 5Bees. LLC for the construction/rehabilitation of four phases of projects totaling 14,500 square feet of commercial buildings and $800,000 in SUBJECT: new taxable value, with a grant of$120,000 for the multiple phases, and rescinding the previous Development Agreement with 3 Little Lambs, LLC, executed on February 17, 2020, and authorizing the Mayor and City Clerk to execute said documents. Resolution approving a Lease Agreement with 5Bees. LLC for the maintenance of the northwest corner of Black Hawk Street and West 18th Street, per the Development Agreement, and rescinding Lease Agreement executed July 9, 2018 with 3 Little Lambs, LLC, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approve The Development Agreement will work in partnership with 5 Bees, LLC for the construction of three new buildings and the rehabilitation of another, Summary Statement: raising the current taxable value from$131,250 (paying$1,794 in taxes)to over$800,000-- all in the 18th Street corridor area. The City grant portion of$120,000 will help to acquire some of the properties for redevelopment. Expenditure Required: $120,000 Source of Funds: Rath TIF and bond funds Page 414 of 547 Economic Development Policy Issue: Infill Development Blight elimination Alternative: Not approve The City has worked with Jonny B Construction for 3 new buildings in the Rath area(on land donated by BDI for economic development)raising the taxable value of that land from$39,588 to $515,380. Jonny B is a public employee. So they have set up the LLC for this agreement to comply with State Code for the project to move forward. The 5 Bees, LLC project will build three new buildings and rehabilitate one. It will raise the property values in the area from$131,250 to over$800,000 Background Information: through four phases of the agreement. The grant amount will help acquire properties and is repayable back to City with interest if the projects are not followed through with for construction per the dedicated timelines. Overall, the City has worked to redevelop this area as an infill commercial and industrial park for smaller business locations, mainly through eliminating blighted homes and vacant buildings through 657A. These efforts have worked to promote private investors to also start to re-invest in this area without help from City on projects. We have seen over$2.3 million in new taxable value created over the last 13 years, on lots already served by City streets, sewer, water, etc. Great infill development and reuse of land. Legal Descriptions: See Development Agreement Exhibits Page 415 of 547 Y 1 Page 547 •�. F j Page 417 of v owl iii ___• - � _ .._._„ Page 418 of 547 Prepared bV Christopher S.Wendland, P.O. Box 596,Waterloo, IA 50704 Phone(319)234-5701 DEVELOPMENT AGREEMENT (Phased Development) This Development Agreement (the "Agreement") is entered into as of , 2020 by and between 5 Bees, LLC (the "Company") and the City of Waterloo, Iowa (the "City"). RECITALS A. In furtherance of the objectives of Chapter 403 of the Code of Iowa, 2015, as amended (the "Urban Renewal Act"), City is engaged in carrying out urban renewal project activities in an area known as the Rath Urban Renewal and Redevelopment Plan Area ("Urban Renewal Area"). B. Company is willing and able to finance and construct buildings and related improvements on property located in the Urban Renewal Area. C. City considers economic development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives so as to encourage that goal. City believes that the development of the Property (defined below) is in the vital and best interests of the City and in accordance with the public purposes and provisions of the applicable State and local laws and requirements under which the project has been undertaken and is being assisted. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property. Within 30 days from the date of this Agreement, City shall convey to Company, for the sum of $1.00, the real property described on Exhibit "A" attached hereto (the "Property"). 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; (b) current and future real estate real property taxes and assessments subject to the agreements made herein; (c) general utility and Page 419 of 547 right-of-way easements serving the Property; and (d) restrictions imposed by the City zoning ordinances, or other applicable law. 2. Phased Development. The parties contemplate that Company will develop the Property and other nearby properties in phases, each of which is generally described as follows, although more detailed plans for each phase will be developed at one or more future dates: A. Phase 1 . Demolition of existing structure on the Property and construction of a new commercial building of no less than 3,000 square feet. B. Phase 2. Interior and exterior improvements to an existing building on property at 1813 Black Hawk Street, Waterloo. C. Phase 3. Demolition of existing structure at 175 W. 16th Street, Waterloo (the "Phase 3 Lot") and construction of a new commercial building of no less than 3,000 square feet. D. Phase 4. Construction of a commercial building of no less than 6,500 square feet on parcel no. 8913-25-453-005 at the corner of Black Hawk Street and W. 18th Street, legally described as set forth on Exhibit "1" of Exhibit "B" (the "Phase 4 Lot"). Properties corresponding to Phases 2-3 are referred to as "Developer Properties," and the Property, Developer Properties and Phase 4 Lot are referred to as "Project Properties." For each phase, City may require that Company submit specific building designs and site plans for City review and approval. Improvements to the Project Properties completed within the schedule established by Section 5 below will be eligible for the benefits provided for in this Agreement, and any Phase of the Improvements not completed within the prescribed period will not be eligible for said benefits. 3. Improvements by Company. Company shall construct on the Project Properties the improvements described in Section 2 above, and related landscaping, paving, signage and parking improvements (collectively, the "Improvements"). Company agrees that the Improvements shall be constructed in accordance with the terms of this Agreement, the Urban Renewal Plan, and all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. Company will use its best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Improvements may be lawfully constructed. The Project Properties, the Improvements, and all site preparation and development- related work to make the Project Properties usable for Company's purposes as contemplated by this Agreement are collectively referred to as the "Project". 2 Page 420 of 547 4. Timeliness of Construction; Possibility of Reverter. The parties agree that Company's commitment to undertake the Project and to construct the Improvements in a timely manner constitutes a material inducement for the City to extend the development incentives provided for in this Agreement, including but not limited to its commitment to convey the Property and the Phase 4 Lot to Company, and that without said commitment City would not have done so. A. Deadlines to commence and complete. Subject to Unavoidable Delays (defined below), Company must obtain all permits to demolish the existing structure on the Property and to construct the Phase 1 Improvements so that construction on Phase 1 Improvements begins by April 1, 2021 (the "Phase 1 Start Date") and is completed no later than April 30, 2022 (the "Phase 1 Completion Deadline"). Phase 2 Improvements must be substantially completed by December 31, 2023, and Phase 3 Improvements must be substantially completed by December 31, 2024. Company must begin construction of Phase 4 Improvements within 12 months after City conveys the Phase 4 Lot to Company (the "Phase 4 Start Date) and must substantially complete such Improvements by December 31, 2026 or within 24 months after City conveys title to the Phase 4 Lot to Company, whichever is later (the "Phase 4 Completion Deadline"). For any phase, substantial completion of construction shall be evidenced by issuance of an occupancy permit. B. Events triggering reverter of title. (i) Subject to Unavoidable Delays as set forth below, if Company has not, in good faith, begun the construction of Phase 1 Improvements and Phase 4 Improvements by the corresponding Phase Start Date, then City may terminate this Agreement as to such phase area and title to such phase area shall revert to the City, except as may be provided in this Agreement; provided, however, that if construction has not begun by the applicable Phase Start Date but the development of the Project as to such phase is still imminent, the City Council may, but shall not be required to, consent to an extension of time for the construction of the phase Improvements, and if an extension is granted but construction of the phase Improvements has not begun within such extended period, then City may terminate this Agreement as to such phase area(s) and title to the applicable phase area(s) shall revert to the City after the end of said extended period. In the event of any termination, City shall have no further obligations under this Agreement with respect to any affected phase area. (ii) If Company determines at any time that the Project, in whole or in part, is not economically feasible, then after giving thirty (30) days' advance written notice to City, Company may convey the applicable undeveloped phase area(s) to City by special warranty deed, free and clear of any lien, claim, or encumbrance arising by or through Company, 3 Page 421 of 547 and thereupon neither party shall have any further obligation under this Agreement with respect to any such phase area conveyed, except as expressly provided. In connection with any conveyance to City, Company shall pay in full, so as to discharge or satisfy, all liens, claims, charges, and encumbrances on or against any Project Property deeded to City. (iii) If development has commenced within the required period or any extended period and is stopped and/or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Company, the requirement that construction of any phase or of the entire Project shall be tolled for a period of time equal to the period of such stoppage or delay, and thereafter if construction is not completed within the allowed period of extension then title to the phase area(s) shall revert to City. 5. Reverter of Title; Indemnity. In the event of any reverter of title, Company agrees that it shall, at its own expense, promptly execute all documents, including but not limited to a special warranty deed, or take such other actions as the City may reasonably request to effectuate said reverter and to deliver to City title to the reverted Project Property that is free and clear of any lien, claim, or encumbrance arising by or through Company. Company shall pay in full, so as to discharge or satisfy, all liens, claims, charges, and encumbrances on or against such property. Appointment of Attorney in Fact: If Company fails to deliver such documents, including but not limited to a special warranty deed, to City within thirty (30) days after written demand by City, then City shall be authorized to execute, on Company's behalf and as its attorney-in-fact, the special warranty deed required by this Section, and for such limited purpose Company does hereby constitute and appoint City as its attorney- i n-fact. Company further agrees that it shall indemnify City and hold it harmless with respect to any demand, claim, cause of action, damage, cost, expense, liability or injury made, suffered, or incurred as a result of or in connection with the Project, or Company's failure to carry on or complete same, or any lien, claim, charge, or encumbrance on or against the reverted Project Property of any type or nature whatsoever that attaches to such property by virtue of Company's ownership of same. If City files suit to enforce the terms of this Agreement and prevails in such suit, then Company shall be liable for all legal expenses, including but not limited to reasonable attorneys' fees. Company's duties of indemnity pursuant to this Section shall survive the expiration, termination or cancellation of this Agreement for any reason. 6. Water and Sewer. Company will be responsible for extending water, sewer, telephone, telecommunications, electric, gas and other utility services to any location on the Project Property that Company desires and for payment of any associated connection fees. 4 Page 422 of 547 7. Additional City Assistance. The incentives described in the following subsections of this Section 7 are in addition to the other Project incentives extended by City to Company hereunder. A. Development Grant; Contingent Repayment; Security. City will provide payments of up to $120,000.00 (the "Grant") to assist Company with acquisition of Developer Properties and Company's demolition activities thereon. The schedule of payment shall be as follows: 1) $70,000.00 within thirty (30) days after the date of this Agreement; 2) $25,000.00 within thirty (30) days after Company provides to City proof of closing on Company's purchase of the Phase 3 Lot. 3) $25,000.00 within thirty (30) days after Company provides to City proof of completed demolition of existing structures on the Property and the Phase 3 Lot. If Company fails to complete the Project as required by Sections 2 and 3, then the Grant will be repayable to City at the rate of $30,000.00 for each Project phase that is not completed. Any amount repayable shall accrue interest at the rate of six percent (6%) per annum from and after the date of disbursement from City and continuing until repaid in full. As security for repayment of the Grant, Company shall either (a) provide a mortgage to City against the Project Properties, which City agrees to subordinate to any mortgage for acquisition or construction financing, or (b) obtain and keep in force one or more performance bonds in the amount of not less than $150,000.00 for each Project phase and one or more payment bonds that guarantee the timely payment of all materials, services and labor. If Company elects to maintain performance and payment bonds, then certificates or copies of said bonds shall be delivered to City, and until Project completion Company will not do or omit the doing of any act which would vitiate any bond. Upon completion of a Project phase, City shall release any mortgage against property corresponding to such phase, and Company may terminate any performance bond or payment bond corresponding to such phase. B. Phase 4 Lot. Within sixty (60) days after the date of this Agreement, City will terminate the existing lease for the Phase 4 Lot between City and 3 Little Lambs, LLC and shall enter into a new lease for the Phase 4 Lot with Company, substantially in the form attached hereto as Exhibit "B". Within thirty (30) days after the lapse, release or discharge of any and all tax liens, judgment liens or other liens affecting the Phase 4 Lot (anticipated to occur no later than May 2024), City shall convey the Phase 4 Lot to Company on the same terms as the conveyance described in Section 1 of this Agreement. C. Partial Tax Exemption. Because the Property is located in a designated Consolidated Urban Revitalization Area (CURA), the Property is s Page 423 of 547 eligible for tax exemption consistent with and to the extent provided for in Iowa law, provided that Company meets all requirements to qualify for such exemption. D. Vacated Alley. City agrees to take all steps necessary to vacate the alley behind the Property and to convey same and other available adjacent alley to Company by quit claim deed concurrently with conveyance of the Property. 8. Minimum Assessment Agreement. Company acknowledges and agrees that it will pay when due all taxes and assessments, general or special, and all other charges whatsoever levied upon or assessed or placed against the Property. Company further agrees that prior to the date set forth in Section 2 of the Minimum Assessment Agreement (the "MAX) attached hereto as Exhibit "C" it will not seek or cause a reduction in the taxable valuation for the Property as improved pursuant to this Agreement, which shall be fixed for assessment purposes, below the amount of $150,000.00 (the "Phase 1 Minimum Actual Value"), through: (i) willful destruction of the Property, Improvements, or any part of either; (ii) a request to the assessor of Black Hawk County; or (iii) any proceedings, whether administrative, legal, or equitable, with any administrative body or court within the City, Black Hawk County, the State of Iowa, or the federal government. Company agrees to execute and deliver the MAA concurrently with execution and delivery of this Agreement. In connection with Phase 2 Improvements, Phase 3 Improvements, and Phase 4 Improvements, the parties will execute and record for each such phase a separate MAA to establish the Minimum Actual Value ("MAV") for such phase. The parties anticipate that the MAV for Phase 2 will be $100,000.00, the MAV for Phase 3 will be $150,000.00, and the MAV for Phase 4 will be $400,000.00. The total MAV will be not less than $800,000.00 for all combined phases of Improvements. 9. No Encumbrances; Limited Exception. Until completion of the Improvements, Company agrees that it shall not create, incur, or suffer to exist any lien, encumbrance, mortgage, security interest, or charge on the Project Properties, other than such mortgage or mortgages as may be reasonably necessary to finance Company's completion of the Improvements and of which Company notifies City in advance of Company's execution of any such mortgage. Company may not mortgage the Project Properties or any part thereof for any purpose except in connection with financing of the Improvements. 10. No Assignment or Conveyance. Company agrees that it will not sell, convey, assign or otherwise transfer, in whole or in part, its interest in any Project Page 424 of 547 Property prior to completion of the applicable Project phase to any other person or entity without the prior written consent of City. Reasonable grounds for the City to withhold its consent shall include but are not limited to the inability of the proposed transferee to demonstrate to the City's satisfaction that it has the financial ability to observe all of the terms to be performed by Company under this Agreement. 11. Additional Covenants of Company. In addition to the other promises, covenants and agreements of Company as provided elsewhere in this Agreement, Company agrees as follows: A. Company agrees during construction of the Improvements and thereafter until the MAA termination date to maintain, as applicable, builder's risk, property damage, and liability insurance coverages with respect to the Improvements in such amounts as are customarily carried by like organizations engaged in activities of comparable size and liability exposure, and shall provide evidence of such coverages to the City upon request. B. Until substantial completion of the Improvements, Company shall make such reports to City, in such detail and at such times as may be reasonably requested by City, as to the actual progress of Company with respect to construction of the Improvements. C. Each Project Property will have a taxable value as set forth in the corresponding MAA, and Company agrees that the minimum actual value of such property and completed Improvements thereon as stated in the MAA will be a reasonable estimate of the actual value of the such property and related Improvements for ad valorem property tax purposes. Company agrees that it will spend enough in construction of the Improvements that, when combined with the value of the Project Property and related site improvements, will equal or exceed the assessor's minimum actual value for such Project Property and Improvements as set forth in the MAA. D. Until termination of an MAA, Company will maintain, preserve and keep the Project Properties, including but not limited to the related Improvements, in good repair and working order, ordinary wear and tear excepted, and from time to time will make all necessary repairs, replacements, renewals and additions. E. Company shall pay, or cause to be paid, when due, all real property taxes and assessments payable with respect to any and all parts of the Project Properties owned by it. Company agrees that (1) it will not seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute or regulation relating to the taxation of real property that is determined by any tax official to be applicable to the Project Properties or to Company, or raise the inapplicability or constitutionality of any such tax statute or regulation as a defense in any proceedings of any type or nature, including but not limited to Page 425 of 547 delinquent tax proceedings, and (2) it will not seek any tax deferral, credit or abatement, either presently or prospectively authorized under Iowa Code Chapter 403 or 404, or any other state law, of the taxation of real property included within the Project Properties. 12. Obligations Contingent. Each and every obligation of City under this Agreement is expressly made subject to and contingent upon City's completion of all procedures, hearings and approvals deemed necessary by City or its legal counsel for amendment of the urban renewal plan applicable to the Project Properties and/or project area, all of which must be completed within 120 days from the date this Agreement is approved by the City council. If such completion does not occur, then this Agreement shall be deemed canceled and shall be null and void. 13. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 14. Representations and Warranties of Company. Company hereby represents and warrants as follows: A. It is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. B. It has all requisite power and authority to own and operate its properties, to carry on its business as now conducted and as presently proposed to be conducted, and to enter into and perform its obligations under this Agreement. C. This Agreement has been duly and validly authorized, executed and delivered by Company and, assuming due authorization, execution and delivery by the other parties hereto, is in full force and effect and is a valid and legally binding instrument of Company that is enforceable in accordance with its terms, except as the same may be limited by bankruptcy, insolvency, reorganization or other laws relating to or affecting creditors' rights generally. D. The execution and delivery of this Agreement, the consummation of the transactions contemplated hereby, and the fulfillment of or compliance with the terms and conditions of this Agreement are not prevented by, limited by, in conflict with, or result in a violation or breach of, the terms, conditions or s Page 426 of 547 provisions of the articles of organization or operating agreement of Company or of any contractual restriction, evidence of indebtedness, agreement or instrument of whatever nature to which Company is now a party or by which it or its property is bound, nor do they constitute a default under any of the foregoing. E. There are no actions, suits or proceedings pending or threatened against or affecting Company in any court or before any arbitrator or before or by any governmental body in which there is a reasonable possibility of an adverse decision which could materially adversely affect the business (present or prospective), financial position, or results of operations of Company or which in any manner raises any questions affecting the validity of the Agreement or Company's ability to perform its obligations under this Agreement. 15. Materiality of Company's Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Company to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Company acknowledges that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 16. Indemnification and Releases. A. Company hereby releases City, its elected officials, officers, employees, and agents (collectively, the "indemnified parties") from, covenants and agrees that the indemnified parties shall not be liable for, and agrees to indemnify, defend and hold harmless the indemnified parties against, any loss or damage to property or any injury to or death of any person occurring at or about the Project Properties or resulting from any defect in the Improvements. The indemnified parties shall not be liable for any damage or injury to the persons or property of Company or its directors, officers, employees, contractors or agents, or any other person who may be about the Project Properties or the Improvements, due to any act of negligence or willful misconduct of any person, other than any act of negligence or willful misconduct on the part of any such indemnified party or its officers, employees or agents. B. Except for any willful misrepresentation, any willful misconduct, or any unlawful act of the indemnified parties, Company agrees to protect and defend the indemnified parties, now or forever, and further agrees to hold the indemnified parties harmless, from any claim, demand, suit, action or other proceedings or any type or nature whatsoever by any person or entity whatsoever that arises or purportedly arises from (1) any violation of any term or condition of this Agreement (except with respect to any suit, action, demand or other proceeding brought by Company against the City to enforce its rights under 9 Page 427 of 547 this Agreement), or (2) the acquisition and condition of the Property or the Phase 4 Lot and the construction, installation, ownership, and operation of the Improvements, or (3) any hazardous substance or environmental contamination located in or on the Property or Phase 4 Lot, but only to the extent such liability has not been previously transferred to and accepted by the City in writing. C. The provisions of this Section shall survive the expiration or termination of this Agreement. 17. Default. The following shall be "Events of Default" under this Agreement, and the term "Event of Default" shall mean any one or more of the following events that continues beyond any applicable cure periods: A. Failure by Company to cause the construction of the Improvements to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Transfer by Company of any interest (either directly or indirectly) in the Improvements, the Property, the Phase 4 Lot, or this Agreement, without the prior written consent of City; C. Failure by Company to pay, before delinquency, all ad valorem property taxes levied on or against any of the Project Properties; D. Failure by any party hereto to substantially observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement or an MAA; E. Company (1) files any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the federal bankruptcy law or any similar state law; (2) makes an assignment for the benefit of its creditors; (3) admits in writing its inability to pay its debts generally as they become due; (4) is adjudicated a bankrupt or insolvent; or if a petition or answer proposing the adjudication of Company as a bankrupt or its reorganization under any present or future federal bankruptcy act or any similar federal or state law shall be filed in any court and such petition or answer shall not be discharged or denied within ninety (90) days after the filing thereof; or a receiver, trustee or liquidator of Company, or part thereof, shall be appointed in any proceedings brought against Company and shall not be discharged within ninety (90) days after such appointment, or if Company shall consent to or acquiesce in such appointment; or (5) defaults under any mortgage applicable to any of Project Properties. F. Any representation or warranty made by Company in this Agreement, or made by Company in any written statement or certificate furnished by Company pursuant to this Agreement, shall prove to have been incorrect, 10 Page 428 of 547 incomplete or misleading in any material respect on or as of the date of the issuance or making thereof. 18. Remedies. A. Default by Company. Whenever any Event of Default in respect of Company occurs and is continuing, the City may terminate this Agreement. Before exercising such remedy, City shall give 30 days' written notice to Company of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or the Event of Default cannot reasonably be cured within 30 days and Company shall not have provided assurances reasonably satisfactory to the City that the Event of Default will be cured as soon as reasonably possible. Upon termination, City may exercise any and all remedies available at law, equity, contract or otherwise for recovery of any sums paid by City to Company before the date of termination or to recover ownership of the Property and/or Phase 4 Lot as set forth in this Agreement. B. Default by City. Whenever any Event of Default in respect of Company occurs and is continuing, Company may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Company shall give 30 days' written notice to City of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or if the Event of Default cannot reasonably be cured within 30 days and City shall not have provided assurances reasonably satisfactory to the Company that the Event of Default will be cured as soon as reasonably possible. C. Remedies under this Agreement shall be cumulative and in addition to any other right or remedy given under this Agreement or existing at law or in equity or by statute. Waiver as to any particular default, or delay or omission in exercising any right or power accruing upon any default, shall not be construed as a waiver of any other or any subsequent default and shall not impair any such right or power. 19. Performance by City. Company acknowledges and agrees that all of the obligations of City under this Agreement shall be subject to, and performed by City in accordance with, all applicable statutory, common law or constitutional provisions and procedures consistent with City's lawful authority. All covenants, stipulations, promises, agreements and obligations of City contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of City and not of any governing body member, officer, employee or agent of City in the individual capacity of such person. 20. No Third-Party Beneficiaries. No rights or privileges of any party hereto shall inure to the benefit of any contractor, subcontractor, material supplier, or any other person or entity, and no such contractor, subcontractor, material supplier, or other 11 Page 429 of 547 person or entity shall be deemed to be a third-party beneficiary of any of the provisions of this Agreement. 21. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, facsimile number 319-291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Company, at P.O. Box 655, Waterloo, IA 50704, Attention: Jonathan Brundrett. 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. 22. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Company nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 23. Amendment, Modification, and Waiver. No amendment, modification, or waiver of any condition, provision, or term of this Agreement shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by the duly authorized representative of same, and specifying with particularity the extent and nature of the amendment, modification, or waiver. Any waiver by any party of any default by another party shall not affect or impair any rights arising from any subsequent default. 24. Severability; Reformation. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion 12 Page 430 of 547 thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 25. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. 26. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 27. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 28. Entire Agreement. This Agreement constitutes the entire agreement of the parties and supersedes all prior or contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof. 29. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA 5 BEES, LLC By: By: Quentin M. Hart, Mayor Jonathan Brundrett, VP and Special Projects Director Attest: Kelley Felchle, City Clerk PERSONAL GUARANTY. The undersigned, being either an officer, shareholder, manager, or member of Company, hereby agree for themselves and their heirs, personal representatives, and assigns, to unconditionally guarantee to City, its successors and assigns, the full and prompt performance by Company, its successors and assigns, of all 13 Page 431 of 547 promises and covenants on the part of Company to be performed pursuant to the foregoing Agreement, including but not limited to the duties of indemnity set forth therein. Liability of guarantors hereunder is joint and several. William Brundrett Jonathan Brundrett 14 Page 432 of 547 EXHIBIT "A" Legal Description of Property: Lot 7 in Block 16 in Hayes' Addition to the Town (now City) of Waterloo, Black Hawk County, Iowa, half of alley abutting said Lot 7, and other available alley abutting said Lot. Page 433 of 547 EXHIBIT "B" BUSINESS PROPERTY LEASE This Business Property Lease (the "Lease") is made and entered into as of 2020, by and between the City of Waterloo, Iowa, an Iowa municipal corporation ("Landlord"), whose address for the purpose of this Lease is 715 Mulberry Street,Waterloo, Iowa, 50703, and 5 Bees, LLC ("Tenant"), whose address for the purposes of this Lease is P.O. Box 655, Waterloo, Iowa, 50704. 1. PREMISES AND TERM. The Landlord, in consideration of the rents herein reserved and of the agreements and conditions herein contained, on the part of the Tenant to be kept and performed, leases unto the Tenant and Tenant hereby rents and leases from Landlord, according to the terms and provisions herein, the following described real estate, situated in Black Hawk County, Iowa, to wit: Tax parcel no. 8913-25-453-005, in Waterloo, Iowa, at the northwesterly corner of Black Hawk Street and W. 18th Street, as legally described on Exhibit"1", with the improvements thereon and all rights, easements, and appurtenances thereto belonging, for a term commencing upon the date hereof and continuing until and including December 31, 2024, upon the condition that the Tenant pays rent therefor, and otherwise performs as provided in this Lease. 2. RENTAL. Tenant agrees to pay to Landlord as rental for said term, as follows: $ 1.00 , in advance, due upon signing of this Lease. 3. POSSESSION. Tenant shall be entitled to possession on the first day of the term of this Lease and shall yield possession to the Landlord at the time and date of the close of this Lease term, except as herein otherwise expressly provided. 4. USE OF PREMISES. Tenant covenants and agrees during the term of this Lease to use and to occupy the leased premises only for lawful purposes in its current condition. 5. QUIET ENJOYMENT. Landlord covenants that its estate in said premises is fee simple and that the Tenant on paying the rent herein reserved and performing all the agreements by the Tenant to be performed as provided in this Lease, shall and may peaceably have, hold and enjoy the demised premises for the term of this Lease free from molestation, eviction or disturbance by the Landlord or any other persons or legal entity whatsoever, except as otherwise provided herein. 6. CARE AND MAINTENANCE OF PREMISES. Tenant takes said premises in their present condition. Landlord shall have no duty whatsoever to care for or maintain the premises or any part thereof. Tenant will make no unlawful use of said premises and agrees to comply with all valid regulations of the Board of Health, municipal ordinances, the laws of the State of Iowa and the federal government, but this provision shall not be construed as creating any duty by Tenant to members of the general public. Tenant will not allow trash of any kind to accumulate on said premises, and it will remove same from the premises at its own expense. Tenant shall, after taking possession of said premises and until the termination of this Lease and the actual removal from the premises, at its own expense, care for and maintain the premises in a reasonably safe and serviceable condition consistent with its own needs and pursuant to applicable law, ordinance or regulation. Tenant shall make no structural improvements without the Landlord's prior written approval of the plans and specifications therefor. Tenant shall be responsible for all necessary upkeep of lawns and grounds to keep the premises well-maintained. Tenant shall be responsible to clear ice and snow from all sidewalks on or abutting the premises. 7. FACILITY SERVICES. Tenant, during the term of this Lease, shall pay before delinquency all charges for use of telephone, water, sewer, gas, electricity, power, garbage or trash disposal, and all other utilities or services of whatever kind and nature which may be used in or upon the leased premises. 8. END OF TERM. This Lease shall terminate upon expiration of the original term in accordance with Section 1. Tenant agrees that upon the termination of this Lease it will surrender, yield up and deliver the leased premises 2 Page 434 of 547 as required by Sections 3 and 4. Tenant shall not continue to occupy the premises beyond the Lease term without the express prior written consent of Landlord. 9. ASSIGNMENT AND SUBLETTING. Tenant may assign this Lease or sublet the premises or any part thereof without the prior written consent of Landlord, but in any such instance shall provide written notice of such assignment or sublease to Landlord. 10. PROPERTY TAXES. The Property is currently tax exempt. Tenant shall be responsible to pay before delinquency any general property taxes that may be assessed against the Property during the Term hereof. 11. INSURANCE. (a)Tenant agrees that it will at its own expense procure and maintain commercial general liability insurance in the amount of not less than $1,000,000 per occurrence and $1,000,000 annual aggregate. Such insurance shall cover liability arising from premises operations, independent contractors, personal injury, products, and completed operations and liability assumed under an insured contract, including but not limited to the activities of Tenant, its employees and agents. Certificates or copies of said policies, naming the Landlord as an additional insured, and providing for thirty (30) days' advance notice to the Landlord before cancellation, shall be delivered to the Landlord within no later than the date that Tenant begins to occupy the leased premises. A renewal certificate shall be provided to Landlord prior to expiration of any policy. (b) Tenant will not do or omit the doing of any act which would vitiate any insurance, or increase the insurance rates in force upon the real estate improvements on the premises or upon any personal property of the Tenant upon which the Landlord by law or by the terms of this Lease, has or shall have a lien. (c) Tenant further agrees to comply with recommendations of Iowa Insurance Services Office, or its successor office, and to be liable for and to promptly pay, as if current rental, any increase in insurance rates on said premises and on the building of which said premises are a part, due to increased risks or hazards resulting from Tenant's use of the premises otherwise than as herein contemplated and agreed. 12. INDEMNITY. Except as to any negligence of the Landlord or its agents in the performance of any obligation of Landlord under this Lease, and to the extent not covered by insurance maintained by Landlord or Tenant, Tenant will protect, indemnify, and save harmless the Landlord, its officers, officials, employees, and agents, from and against any and all claims, demands, causes of action, loss, costs, expenses, damages and liabilities of any type or nature (including but not limited to attorneys' fees and expenses) (each of the foregoing is a "Claim") occasioned by, or arising out of, any accident or other occurrence causing or inflicting injury and/or damage to any person or property, happening or done, in, upon, or about the leased premises, or due directly or indirectly to the tenancy, use, or occupancy thereof, or any part thereof by the Tenant or any person claiming through or under the Tenant. The foregoing indemnity shall include, but is not limited to, Claims of Tenant or any third party for loss, damage or destruction of any personal property or fixtures left on the premises after termination of the tenancy. The provisions of this paragraph shall survive the expiration, abandonment, or termination of this Lease. 13. FIRE AND CASUALTY. In the event of a destruction or damage of the leased premises so that Tenant is not able to conduct its business on the premises, and which damages cannot be repaired within sixty(60)days, this Lease may be terminated at the option of either the Landlord or Tenant. Such termination in such event shall be effected by written notice of one party to the other,within twenty(20)days after such destruction. Tenant shall surrender possession within ten(10)days after such notice issues and, each party shall be released from all future obligations hereunder, Tenant paying rental pro rata only to the date of such destruction. 14. CONDEMNATION. N/A. 15. TERMINATION OF LEASE AND DEFAULTS OF TENANT. (a) TERMINATION UPON EXPIRATION OR UPON NOTICE OF DEFAULTS. This Lease shall terminate upon expiration of the demised term. Upon default by Tenant in accordance with the terms and provisions of this Lease, or upon Tenant's abandonment of the premises by failure to engage in business activities on the premises for more than fourteen (14) consecutive business days, this Lease may at the option of the Landlord be canceled and forfeited, provided, however, before any such cancellation and forfeiture Landlord shall give Tenant a written notice specifying the default, or defaults, and stating that this Lease will be canceled and forfeited ten (10)days after the giving of such notice, unless such 3 Page 435 of 547 default, or defaults, are remedied within such grace period. As an additional optional procedure or as an alternative to the foregoing (and neither being exclusive of the other), Landlord may proceed as provided in paragraph 22 below. (b) Waiver as to any default shall not constitute a waiver of any other or subsequent default. 16. RIGHT OF EITHER PARTY TO MAKE GOOD ANY DEFAULT OF THE OTHER. N/A. 17. SIGNS. Tenant shall have the right and privilege of attaching, affixing, painting, or exhibiting signs on the leased premises, provided only that any and all signs shall comply with the ordinances of the municipality in which the property is located and with the laws of the State of Iowa. 18. MECHANIC'S LIENS. Neither the Tenant nor anyone claiming by, through, or under the Tenant, shall have the right to file or place any mechanic's lien or other lien of any kind or character whatsoever upon said premises or upon any building or improvement thereon, or upon the leasehold interest of the Tenant therein, and notice is hereby given that no contractor, subcontractor, or anyone else who may furnish any material, service, or labor for any building, improvements, alteration, repairs, salvaging or any part thereof, shall at any time be or become entitled to any lien thereon, and for the further security of the Landlord,the Tenant covenants and agrees to give actual notice thereof in advance to any and all contractors and subcontractors who may furnish or agree to furnish any such material, service, or labor. 19. LANDLORD'S LIEN AND SECURITY INTEREST. Landlord shall have, in addition to the lien given by law, a security interest as provided by the Uniform Commercial Code as codified in the State of Iowa upon all personal property, and all substitutions, replacements, accessories, and accessions thereto and thereof, kept and used on the leased premises by Tenant. Landlord may proceed at law or in equity with any remedy provided by law or by this Lease for the recovery of rent or for termination of this Lease because of Tenant's default in its performance. 20. SUBSTITUTION OF EQUIPMENT, MERCHANDISE. ETC. Tenant shall have the right,from time to time during the term of this Lease, to sell or otherwise dispose of any personal property of the Tenant situated on the leased premises, when in the judgment of the Tenant it shall have become obsolete, outworn, or unnecessary in connection with the operation of Tenant's business on the leased premises. 21. OTHER PROVISIONS. (a) The parties acknowledge that the leased premises are subject to several federal tax liens and/or judgment liens arising from a prior owner, which by the passage of time will lapse in 2024. If before the date of lapse any lien holder takes action to enforce its lien, Landlord agrees to work diligently to seek a release or discharge of such lien. After lapse, release or discharge of all liens, Landlord shall convey the leased premises to Tenant pursuant to the terms of a development agreement between the parties. 22. RIGHTS CUMULATIVE. The various rights, powers, options, elections, and remedies of either party as provided in this Lease shall be construed as cumulative and no one of them as exclusive of the others or exclusive of any rights, remedies, or priorities allowed either party by law, and shall in no way affect or impair the right of either party to pursue any other equitable or legal remedy to which either party may be entitled as long as any default remains in any way unremedied, unsatisfied, or undischarged. 23. NOTICES AND DEMANDS. Notices as provided for in this Lease shall be given to the respective parties hereto at the respective addresses designated on page one of this Lease unless either party notifies the other, in writing, of a different address. Without prejudice to any other method of notifying a party in writing or making a demand or other communication, such message shall be considered given under the terms of this Lease when sent, addressed as above designated, postage prepaid, by registered or certified mail, return receipt requested, by the United States mail and so deposited in a United States mail box. 24. BINDING EFFECT. Each and every covenant and agreement herein contained shall extend to and be binding upon the respective heirs, personal representatives, successors, and assigns of the parties hereto; except that if any part of this Lease is held in joint tenancy, the successor in interest shall be the surviving joint tenant. 4 Page 436 of 547 25. CHANGES TO BE IN WRITING. None of the covenants, provisions, terms, or conditions of this Lease to be kept or performed by Landlord or Tenant shall be in any manner modified, waived, or abandoned, except by a written instrument duly signed by the parties and delivered to the Landlord and Tenant. This Lease contains the entire agreement of the parties and supersedes any and all discussions, negotiations, understandings, or agreements pertaining to the subject matter hereof. 26. CONSTRUCTION. Words and phrases herein, including acknowledgment hereof, shall be construed as in the singular or plural number, and as masculine, feminine, or neuter, according to the context. IN WITNESS WHEREOF, the parties hereto have duly executed this Business Property Lease as of the date first written above. LANDLORD TENANT City of Waterloo, Iowa 5 Bees, LLC By: By: Quentin Hart, Mayor Jonathan Brundrett, VP and Special Projects Director Attest: Kelley Felchle, City Clerk 5 Page 437 of 547 EXHIBIT"1" Legal Description of Leased Premises HAYES ADDITION PARCEL I OF SE 1/4 SEC 25 T 89 R 13 LYING IN BILK 15 AND FORMALLY A PART OF PARCEL F AS SHOWN IN DOC 2007-014335 DESC AS COM AT SELY COR BILK 15 HAYES ADD TH N 49 DEG 01 MIN 25 SEC W 5 FT ALONG SLY LINE BILK 15 TO PT OF BEG TH N 24 DEG 27 MIN 43 SEC E 426.10 FT TO PT ON SWLY LINE OF PARCEL DEED B 545 P 381 PT BEING 75 FT NWLY OF ELY TERMINUS OF THAT LINE TH N 40 DEG 14 MIN 30 SEC W 154.78 FT ALONG PARCEL DESC CLD B 545 P 381 TH S 40 DEG 50 MIN 06 SEC W 259.58 FT ALONG A LINE PAR WITH AND 140 FT DISTANT TO ELY LINE BLK 16 HAYES ADD TO SLY LINE BILK 15 TH S 49 DEG 01 MIN 25 SEC E 222.28 FT ALONG SAID SLY LINE BILK 15 TO PT OF BEG EXC NWLY 45.94 FT IN EVEN WIDTH AS MEASURED ALONG NLY ROW LINE BLACK HAWK ST. Page 438 of 547 EXHIBIT "C" MINIMUM ASSESSMENT AGREEMENT This Minimum Assessment Agreement (the "Agreement") is entered into as of , by and among the CITY OF WATERLOO, IOWA ("City"), 5 BEES, LLC ("Company"), and the COUNTY ASSESSOR of the City of Waterloo, Iowa ("Assessor"). WITNESSETH: WHEREAS, on or before the date hereof the City and Company have entered into a development agreement (the "Development Agreement") regarding certain real property, described in Exhibit "A" thereto, located in the City; and WHEREAS, it is contemplated that pursuant to the Development Agreement, the Company will undertake, or cause to be undertaken, the development of an area ("Project") within the Rath Urban Renewal and Redevelopment Plan area of the City; and WHEREAS, pursuant to Iowa Code § 403.6, as amended, the City and the Company desire to establish a minimum actual value for the land and the building(s) pursuant to this Agreement and applicable only to the Project, which shall be effective upon substantial completion of the Project and from then until this Agreement is terminated pursuant to the terms herein and which is intended to reflect the minimum actual value of the land and buildings as to the Project only; and WHEREAS, the City and the Assessor have reviewed the preliminary plans and specifications for the improvements (the "Improvements") which the parties contemplate will be erected as a part of the Project. NOW, THEREFORE, the parties hereto, in consideration of the promises, covenants, and agreements made by each other, do hereby agree as follows: 1. Upon substantial completion of construction of the Improvements, the minimum actual value which shall be fixed for assessment purposes for the land and Improvements to be constructed thereon as a part of the Project shall not be less than $150,000.00 (the "Minimum Actual Value") until termination of this Agreement. The parties agree that construction of the Improvements will be substantially completed on or before December 31, . If it is not, then the parties agree to execute an amendment to this Agreement that will extend the dates specified in Section 2 below. 2. The Minimum Actual Value herein established shall be of no further force and effect, and this Minimum Assessment Agreement shall terminate, on December 31, . Nothing herein shall be deemed to waive the Company's rights under Iowa Code § 403.6, as amended, to contest that portion of any actual value assignment made by the Assessor in excess of the Minimum Actual Value established herein. In no event, Page 439 of 547 however, shall the Company seek or cause the reduction of the actual value assigned below the Minimum Actual Value established herein during the term of this Agreement. Nothing herein shall limit the discretion of the Assessor to assign at any time an actual value to the land and Improvements in excess of the Minimum Actual Value. 3. Company agrees that it will not seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute or regulation relating to the taxation of real property included within the Property that is determined by any tax official to be applicable to the Property or to Company, or raise the inapplicability or constitutionality of any such tax statute or regulation as a defense in any proceedings. 4. This Agreement shall be promptly recorded by the City with the Recorder of Black Hawk County, Iowa. The City shall pay all costs of recording. 5. Neither the preambles nor provisions of this Agreement are intended to, or shall be construed as, modifying the terms of the Development Agreement. 6. This Agreement shall inure to the benefit of and be binding upon the successors and assigns of the parties, including but not limited to future owners of the Project property. CITY OF WATERLOO, IOWA 5 BEES, LLC By: By: Quentin M. Hart, Mayor Jonathan Brundrett, VP and Special Projects Director Attest: Kelley Felchle, City Clerk STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) On this day 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 2 Page 440 of 547 and sealed on behalf of said municipal corporation by authority and resolution of its City Council, and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation by it and by them voluntarily executed. Notary Public STATE OF IOWA ) ) ss. BLACK HAWK COUNTY ) Acknowledged before me on 2020 by Jonathan Brundrett as Vice President and Special Projects Director of 5 Bees, LLC. Notary Public 3 Page 441 of 547 CERTIFICATION OF ASSESSOR The undersigned, having reviewed the plans and specifications for the improvements to be constructed and the market value assigned to the land upon which the improvements are to be constructed for the development, and being of the opinion that the minimum market value contained in the foregoing Minimum Assessment Agreement appears reasonable, hereby certifies as follows: The undersigned Assessor, being legally responsible for the assessment of the property subject to the development, upon completion of improvements to be made on it and in accordance with the Minimum Assessment Agreement, certifies that the actual value assigned to such land, building and equipment upon completion of the development shall not be less than One Hundred Fifty Thousand Dollars ($150,000.00) in the aggregate, 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 by T.J. Koenigsfeld, Assessor for Black Hawk County, Iowa. Notary Public Page 442 of 547 CITY OF WATERLOO Council Communication Resolution Approving Professional Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, in the amount of$79,500, in conjunction with the Preliminary Engineering Report on US Highway 63 South Interceptor Sewer Upgrade Project, and authorizing the Mayor to execute said documents. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type ❑ Council Memo Cover Memo ❑ Agreement Backup Material Resolution Approving Professional Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, in the amount of$79,500. in SUBJECT: conjunction with the Preliminary Engineering Report on US Highway 63 South Interceptor Sewer Unuade ProProject, and authorizing the Mayor to execute said documents. Submitted by: Submitted By:Matthew Hosford, Collections System Project Director Recommended Action: Approval of Professional Services Agreement. Expenditure Required: $79,500.00 Source of Funds: Sewer Page 443 of 547 CITY OF WATERLOO , IOWA y� WASTE MANAGEMENT SERVICES DEPARTMENT 3505 Easton Ave. . Waterloo, IA 50703 . Phone(319)291-4553 Date: July 7, 2020 To: Waterloo Mayor and City Council From: Matthew Hosford, P.E., Waste Management Services Re: Resolution Approving Professional Services Agreement with AECOM Technical Services, Inc. for the Preliminary Engineering Report on US Highway 63 South Interceptor Sewer Upgrade Background Discussion In December 2017, Waterloo Waste Management Services Department (WMSD) submitted a Sanitary Sewer System Master Plan to the Environmental Protection Agency (EPA) and Iowa Department of Natural Resources (IDNR). One of the areas identified as having capacity constraints was the Highway 63 south corridor in the vicinity of the Iry Warren Memorial Golf Course, Sunnyside Country Club and the area around Highway 20, on both the east and west sides of Highway 63 south. The primary objectives of the Preliminary Engineering Report on the Highway 63 South Interceptor Sewer Upgrade Project are to establish the appropriate size, pipe material, routing and estimated construction costs of the new interceptor. Part of the agreement is the development of a Citizen Stakeholder Committee to keep residents in the area updated on progress of the Preliminary Design Report. Subsequent phases of the project would include the final design and the construction-related service phases, which will be determined at the time the services are needed and added by supplemental agreement. Recommended Action It is recommended that the City Council support the resolution approving a Professional Services Agreement with AECOM Technical Services, Inc. for the US Highway 63 South Interceptor Sewer Upgrade in the amount of$79,500.00. Page 444 of 547 �Com AECOM 319-232-6531 tel 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo,Iowa 50703 www.aecom.com CITY OF WATERLOO, IOWA WATERLOO WASTE MANAGEMENT SERVICES DEPARTMENT PRELIMINARY ENGINEERING REPORT US HIGHWAY 63 SOUTH INTERCEPTOR SEWER UPGRADE PROFESSIONAL SERVICE AGREEMENT This Agreement is made and entered by and between AECOM Technical Services, Inc., 501 Sycamore Street, Suite 222, Waterloo, Iowa, hereinafter referred to as "ATS" and City of Waterloo, 715 Mulberry Street, Waterloo, Iowa, hereinafter referred to as"CLIENT." IN CONSIDERATION of the covenants hereinafter set forth, the parties hereto mutually agree as follows: I. SCOPE OF SERVICES ATS shall perform professional Services (the "Services") in connection with CLIENT's facilities in accordance with the Scope of Services set forth in Exhibit A attached hereto. II. ATS'S RESPONSIBILITIES ATS shall, subject to the terms and provisions of this Agreement: (a) Appoint one or more individuals who shall be authorized to act on behalf of ATS and with whom CLIENT may consult at all reasonable times, and whose instructions, requests, and decisions will be binding upon ATS as to all matters pertaining to this Agreement and the performance of the parties hereunder. (b) Use all reasonable efforts to complete the Services within the time period mutually agreed upon, except for reasons beyond its control. (c) Perform the Services in accordance with generally accepted professional engineering standards in existence at the time of performance of the Services. If during the two year period following the completion of Services, it is shown that there is an error in the Services solely as a result of ATS's failure to meet these standards, ATS shall re- perform such substandard Services as may be necessary to remedy such error at no cost to CLIENT. Since ATS has no control over local conditions, the cost of labor and materials, or over competitive bidding and market conditions, ATS does not guarantee the accuracy of any construction cost estimates as compared to contractor's bids or the actual cost to the CLIENT. ATS makes no other warranties either express or implied and the parties' rights, liabilities, responsibilities and remedies with respect to the quality of Services, including claims alleging negligence, breach of warranty and breach of contract, shall be exclusively those set forth herein. (d) ATS shall, if requested in writing by CLIENT, for the protection of CLIENT, require from all vendors and subcontractors from which ATS procures equipment, materials or services for the project, guarantees with respect to such equipment, materials and services. All such guarantees shall be made available to CLIENT to the full extent of the terms thereof. ATS's liability with respect to such equipment, and materials obtained from vendors or services from subcontractors, shall be limited to procuring guarantees from such vendors or subcontractors and rendering all reasonable assistance to CLIENT for the purpose of enforcing the same. Page 445 of 547 AECOM Page 2 (e) ATS will be providing estimates of costs to the CLIENT covering an extended period of time. ATS does not have control over any such costs, including, but not limited to, costs of labor, material, equipment or services furnished by others or over competitive bidding, marketing or negotiating conditions, or construction contractors' methods of determining their prices. Accordingly, it is acknowledged and understood that any estimates, projections or opinions of probable project costs provided herein by ATS are estimates only, made on the basis of ATS's experience and represent ATS's reasonable judgment as a qualified professional. ATS does not guaranty that proposals, bids or actual project costs will not vary from the opinions of probable costs prepared by ATS, and the CLIENT waives any and all claims that it may have against ATS as a result of any such variance. III. CLIENT'S RESPONSIBILITIES CLIENT shall at such times as may be required for the successful and expeditious completion of the Services; (a) Provide all criteria and information as to CLIENT's requirements; obtain all necessary approvals and permits required from all governmental authorities having jurisdiction over the project; and designate a person with authority to act on CLIENT's behalf on all matters concerning the Services. (b) Furnish to ATS all existing studies, reports and other available data pertinent to the Services, and obtain additional reports, data and services as may be required for the project. ATS shall be entitled to rely upon all such information, data and the results of such other services in performing its Services hereunder. IV. INDEMNIFICATION ATS agrees to indemnify and hold harmless CLIENT from and against any and all suits, actions, damages, loss, liability or costs (including, without limitation, reasonable attorneys' fees directly related thereto) for bodily injury or death of any person or damage to third party property if and to the extent arising from the negligent errors or omissions or willful misconduct of ATS during the performance of the Services hereunder. V. INSURANCE Commencing with the performance of the Services, and continuing until the earlier of acceptance of the Services or termination of this Agreement, ATS shall maintain standard insurance policies as follows: (a) Workers' Compensation and/or all other Social Insurance in accordance with the statutory requirements of the state having jurisdiction over ATS's employees who are engaged in the Services, with Employer's Liability not less than One Hundred Thousand Dollars ($100,000)each accident; (b) Commercial General Bodily Injury and Property Damage Liability and Automobile liability insurance including (owned, non-owned, or hired), each in a combined single limit of One Million Dollars ($1,000,000) each occurrence for bodily injury and property damage liability. This policy includes Contractual Liability coverage. ATS agrees to name CLIENT as Additional Insured on this policy, but only to the extent of Page 446 of 547 �Com Page 3 ATS's negligence under this Agreement and only to the extent of the insurance limits specified herein. (c) Professional Liability Insurance with limits of $1,000,000 per claim and in the aggregate covering ATS against all sums which ATS may become legally obligated to pay on account of any professional liability arising out of the performance of this Agreement. ATS agrees to provide CLIENT with certificates of insurance evidencing the above described coverage prior to the start of Services hereunder and annually thereafter if required. ATS shall provide prompt notice to the CLIENT in the event of cancellation, material change, or non-renewal per standard ISO Acord Form wording and the policy provisions. VI. COMPENSATION AND TERMS OF PAYMENT Compensation for the services shall be on an hourly basis in accordance with the hourly fees and other direct expenses in effect at the time the services are performed. Total compensation is a not-to-exceed fee of Seventy-Nine Thousand Five Hundred Dollars ($79,500.00). ATS may bill the Client monthly for services completed at the time of billing. CLIENT agrees to pay ATS the full amount of such invoice within thirty (30) days after receipt thereof. In the event CLIENT disputes any invoice item, CLIENT shall give ATS written notice of such disputed item within ten (10)days after receipt of invoice and shall pay to ATS the undisputed portion of the invoice according to the provisions hereof. CLIENT agrees to abide by any applicable statutory prompt pay provisions currently in effect. VII. TERMINATION CLIENT may, with or without cause, terminate the Services at any time upon fourteen (14) days written notice to ATS. The obligation to provide further Services under this Agreement may be terminated by either party upon fourteen (14) days' written notice in the event of substantial failure by the other party to perform in accordance with the terms hereof through no fault of the terminating party, providing such defaulting party has not cured such failure, or, in the event of a non-monetary default, commenced reasonable actions to cure such failure. In either case, ATS will be paid for all expenses incurred and Services rendered to the date of the termination in accordance with compensation terms of Article VI. VIII. OWNERSHIP OF DOCUMENTS (a) Sealed original drawings, specifications, final project specific calculations and other instruments of service which ATS prepares and delivers to CLIENT pursuant to this Agreement shall become the property of CLIENT when ATS has been compensated for Services rendered. CLIENT shall have the right to use such instruments of service solely for the purpose of the construction, operation and maintenance of the Facilities. Any other use or reuse of original or altered files shall be at CLIENT's sole risk without liability or legal exposure to ATS and CLIENT agrees to release, defend and hold ATS harmless from and against all claims or suits asserted against ATS in the event such documents are used for a purpose different than originally prepared even though such claims or suits may be based on allegations of negligence by ATS. Nothing contained in this paragraph shall be construed as limiting or depriving ATS of its rights to use its basic knowledge and skills to design or carry out other projects or Page 447 of 547 �COM Page 4 work for itself or others, whether or not such other projects or work are similar to the work to be performed pursuant to this Agreement. (b) Any files delivered in electronic medium may not work on systems and software different than those with which they were originally produced and ATS makes no warranty as to the compatibility of these files with any other system or software. Because of the potential degradation of electronic medium over time, in the event of a conflict between the sealed original drawings and the electronic files, the sealed drawings will govern. IX. MEANS AND METHODS (a) ATS shall not have control or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety measures and programs including enforcement of Federal and State safety requirements, in connection with construction work performed by CLIENT's construction contractors. Nor shall ATS be responsible for the supervision of CLIENT's construction contractors, subcontractors or of any of their employees, agents and representatives of such contractors; or for inspecting machinery, construction equipment and tools used and employed by contractors and subcontractors on CLIENT's construction projects and shall not have the right to stop or reject work without the thorough evaluation and approval of the CLIENT. In no event shall ATS be liable for the acts or omissions of CLIENT's construction contractors, subcontractors or any persons or entities performing any of the construction work, or for the failure of any of them to carry out construction work under contracts with CLIENT. (b) In order that ATS may be fully protected against such third party claims, CLIENT agrees to obtain and maintain for the benefit of ATS the same indemnities and insurance benefits obtained for the protection of the CLIENT from any contractor or subcontractor working on the project and shall obtain from that contractor/subcontractor insurance certificates evidencing ATS as an additional named insured. X. INDEPENDENT CONTRACTOR ATS shall be an independent contractor with respect to the Services to be performed hereunder. Neither ATS nor its subcontractors, nor the employees of either, shall be deemed to be the servants, employees, or agents of CLIENT. XI. PRE-EXISTING CONDITIONS Anything herein to the contrary notwithstanding, title to, ownership of, legal responsibility and liability for any and all pre-existing contamination shall at all times remain with CLIENT. "Pre- existing contamination" is any hazardous or toxic substance present at the site or sites concerned which was not brought onto such site or sites by ATS. CLIENT agrees to release, defend, indemnify and hold ATS harmless from and against any and all liability which may in any manner arise in any way directly or indirectly caused by such pre-existing contamination except if such liability arises from ATS's sole negligence or willful misconduct. CLIENT shall, at CLIENT's sole expense and risk, arrange for handling, storage, transportation, treatment and delivery for disposal of pre-existing contamination. CLIENT shall be solely responsible for obtaining a disposal site for such material. CLIENT shall look Page 448 of 547 �COM Page 5 to the disposal facility and/or transporter for any responsibility or liability arising from improper disposal or transportation of such waste. ATS shall not have or exert any control over CLIENT in CLIENT's obligations or responsibilities as a generator in the storage, transportation, treatment or disposal of any pre-existing contamination. CLIENT shall complete and execute any governmentally required forms relating to regulated activities including, but not limited to generation, storage, handling, treatment, transportation, or disposal of pre-existing contamination. In the event that ATS executes or completes any governmentally required forms relating to regulated activities including but not limited to storage, generation, treatment, transportation, handling or disposal of hazardous or toxic materials,ATS shall be and be deemed to have acted as CLIENT's agent. For ATS's Services requiring drilling, boring, excavation or soils sampling, CLIENT shall approve selection of the contractors to perform such services, all site locations, and provide ATS with all necessary information regarding the presence of underground hazards, utilities, structures and conditions at the site. XII. LIMITATION OF LIABILITY CLIENT agrees that ATS's liability for the act, error or omission in its performance of services under this Agreement shall in no event exceed the amount of the total compensation received by ATS. It is intended by the parties to this Agreement that ATS's services in connection with the project anticipated herein shall not subject ATS's individual employees, officers, or directors to any personal legal exposure for the risks associated with this project. XIII. DISPUTE RESOLUTION If a dispute arises out of, or relates to, the breach of this Agreement and if the dispute cannot be settled through negotiation, then ATS and the CLIENT agree to submit the dispute to mediation. In the event ATS or the CLIENT desires to mediate any dispute, that party shall notify the other party in writing of the dispute desired to be mediated. If the parties are unable to resolve their differences within 10 days of the receipt of such notice, such dispute shall be submitted for mediation in accordance with the procedures and rules of the American Arbitration Association (or any successor organization) then in effect. The deadline for submitting the dispute to mediation can be changed if the parties mutually agree in writing to extend the time between receipt of notice and submission to mediation. The expenses of the mediator shall be shared 50 percent by ATS and 50 percent by the CLIENT. This requirement to seek mediation shall be a condition required before filing an action at law or in equity. However, prior to or during the negotiations or the mediation either party may initiate litigation that would otherwise be barred by a statute of limitations, and ATS may pursue any property liens or other rights it may have to obtain security for the payment of its invoices. XIV. MISCELLANEOUS (a) This Agreement constitutes the entire agreement between the parties hereto and supersedes any oral or written representations, understandings, proposals, or communications heretofore entered into by or on account of the parties and may not be changed, modified, or amended except in writing signed by the parties hereto. In the event of any conflict between this contract document and any of the exhibits hereto, the terms and provisions of this contract document shall control. In the event of any conflict among the exhibits, the exhibit of the latest date shall control. Page 449 of 547 �Com Page 6 (b) This Agreement shall be governed by the laws of the State of Iowa. (c) ATS may subcontract any portion of the Services to a subcontractor approved by CLIENT. In no case shall CLIENT's approval of any subcontract relieve ATS of any of its obligations under this Agreement. (d) In no event shall either party be liable to the other for indirect or consequential damages, including, but not limited to, loss of use, loss of profit or interruption of business, whether arising in contract, tort (including negligence), statute, or strict liability. (e) In the event CLIENT uses a purchase order form to administer this Agreement, the use of such form shall be for convenience purposes only, and any typed provision in conflict with the terms of this Agreement and all preprinted terms and conditions contained in or on such forms shall be deemed stricken and null and void. (f) This Agreement gives no rights or benefits to anyone other than CLIENT and ATS and does not create any third party beneficiaries to the Agreement. IN WITNESS WHEREOF, the parties hereto have executed this agreement on the day and year written below. APPROVED FOR CITY OF WATERLOO APPROVED FOR AECOM By: By: G!J Printed Name: Quentin Hart Printed Name: Douglas W. Schindel, P.E Title: Mayor Title: Associate Vice President Date: Date: July 8, 2020 Page 450 of 547 CITY OF WATERLOO, IOWA WATERLOO WASTE MANAGEMENT SERVICES DEPARTMENT PRELIMINARY ENGINEERING REPORT US HIGHWAY 63 SOUTH INTERCEPTOR SEWER UPGRADE EXHIBIT A A. Project Description In December 2017, Waterloo Waste Management Services Department (WMSD) submitted a Sanitary Sewer System Master Plan to the Environmental Protection Agency (EPA) and Iowa Department of Natural Resources (IDNR) in accordance with the provisions of a Consent Decree approved by federal, state and City of Waterloo officials. The purpose of the Master Plan was to identify sanitary sewer system capital improvements necessary to mitigate capacity constraints. The Master Plan presented a timetable for conducting capital improvements over a period of 15 years. One of the areas identified as having capacity constraints was the Highway 63 south corridor in the vicinity of the Iry Warren Memorial Golf Course, Sunnyside Country Club and the area around Highway 20, on both the east and west sides of Highway 63 south. Since the submission of the Master Plan, commercial and residential development of the Highway 63 south corridor has occurred and additional development is proposed. Also, sanitary sewer overflows during heavy rainfall events continue to occur at several locations along the corridor, and additional basement backups have occurred in the Home Park Boulevard area. The continued sanitary sewer overflows during heavy rainfall events and the ongoing commercial and residential development are the basis for conducting this Phase I Preliminary Engineering Report for a new interceptor sewer serving the Highway 63 south corridor. The second and third phases of the project would include the final design and the construction-related service phases, which will be determined at the time the services are needed and added by supplemental agreement. B. Scope of Services The primary objectives of the Preliminary Engineering Report on the Highway 63 South Interceptor Sewer Upgrade Project are to establish the appropriate size, pipe material, routing and estimated construction costs of the new interceptor. Key aspects of the project include: • Developing a clear understanding of the current condition and capacity of the existing Highway 63 South Interceptor from Highway 20 to Home Park Boulevard and the nature and severity of capacity deficiencies. • Development of an approach to meeting the defined performance and service objectives of the upgraded interceptor through Design Year 2040. The AECOM hydraulic model of the Waterloo sanitary sewer system will be used to establish future design flows and to size the new interceptor. • Preliminary design of the upgraded Highway 63 South Interceptor from Highway 20 to Home Park Boulevard to include selection of pipe material and preliminary identification of the route of the upgraded interceptor. • Estimates of interceptor upgrade costs. The preliminary design report will identify a phased approach to upgrading the interceptor which will allow construction costs to be spread over multiple years. Page 451 of 547 The Scope of Services for completion of the Phase I Preliminary Engineering Report for the US 63 South Interceptor sewer upgrade are further defined by the following tasks: Task 1 - Hydraulic Modeling. AECOM will run the sanitary sewer system hydraulic model for Service Area 18 (SA 18) along the US 63 corridor and in Service Area 19 (SA 19) in the area of Home Park Boulevard where recent overflows occurred. The model will be run under existing and future population and land-use conditions for the 2-year, 5-year and 10- year, 6-hour storm events to determine the size of pipes needed under future conditions to prevent sanitary sewer system overflows (SSOs), basement back-ups and prohibited discharges during each modeled storm event. Maps illustrating the results of each modeling run will be provided in the Preliminary Engineering Report. Prior to this modeling effort, WMSD will provide AECOM with background data including as- built interceptor sewer drawings, Closed Circuit Television (CCTV) reports, sewer maintenance records and any other information pertinent to the project that is readily available. Task 2 - Identification of Property Owners/Rights-of-Way/Easements/Utilities. AECOM will gather data on property owners, rights-of-way, easements and utilities along the proposed interceptor sewer route. Such data will be obtained from various public and private utility agencies/firms, including but not limited to the following: • Black Hawk County GIS Database (property owners, rights-of-way and easements). • City of Waterloo Engineering Department GIS Database (city utilities). • Waterloo Water Works (water mains). • Waterloo Waste Management Services Department Cartograph Database (sanitary and storm sewers). • MidAmerican Energy Company (gas and electric). • Mediacom and other communications companies (fiber optics, cable). Task 3 - Background Soils Information. AECOM will gather background data on existing soils along the proposed interceptor route. The background soils information will be obtained from design and construction-related information on previous projects. New soil borings are NOT included in the Scope of Services at this time. Task 4 - Preliminary Design Report. AECOM will prepare a Preliminary Engineering Report containing findings and recommendations, plus preliminary drawings of the proposed new interceptor. The report will provide a plan for how to proceed with interceptor replacement including a timetable and cost estimates. Specifically, the report will include the following: • Interpretation of modeling data; presenting engineering analysis and documentation of interceptor sewer size, materials and routing. • Determination of the pros and cons of alternate interceptor sewer routes. • Development of timeframes for a phased approach to upgrading the interceptor sewer and cost estimates for recommended upgrades. • Development of a Citizen Stakeholder Committee to keep residents in the area updated on progress of the Preliminary Design Report. It is anticipated approximately three meetings with the Committee would be held. • Summary of all findings in suitable format for inclusion in GIS based system. • Conduct a workshop with WMSD and City engineering staff to discuss findings and recommendations of the draft report and receive WMSD input. Page 452 of 547 • Development of preliminary plan view drawings of the recommended alternative. • Finalize the report based on feedback and comments received at the workshop. Phase II - Final Design and Construction Documents Phase III -Construction-Related Services The scope of both the final design and construction-related services will be determined at the time the services are needed and defined under a future amendment. Construction- related services include construction staking, on-site field review, materials testing, contract administration during construction and right-of-way staking. O:\Administration\AGREE\PROF\WAT Hwy 63 South Interceptor Sewer Upgrade .doc Page 453 of 547 CITY OF WATERLOO Council Communication Resolution approving award of bid to Aspro, Inc. of Waterloo, Iowa in the amount of$3,219,441.48, and approving the contract, bonds, and certificate of insurance in conjunction with the FY 2020 Asphalt Overlay Program, Contract No. 992, and authorizing the Mayor and City Clerk to execute said documents. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type ❑ Contract No. 992 Backup Material Resolution approving award of bid to Aspro, Inc. of Waterloo, Iowa in the amount of$3,219,441.48, and approving the contract, bonds, and certificate SUBJECT: of insurance in conjunction with the FY 2020 Asphalt Overlay Program, Contract No. 992, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Submitted By:Wayne Castle, PLS, PE,Associate Engineer Expenditure Required: $3,340,512.09 Source of Funds: Local Option Sales Tax Page 454 of 547 FORM OF CONTRACT CONTRACT FOR. THE CONSTRUCTION OF F.Y. 2020 ASPHALT OVERLAY PROGRAM CITY OF WATERLOO, IOWA CONTRACT NO. 992 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. of Waterloo, Iowa , (hereinafter referred to as Contractor), WITNESSETH: PAR. 1 Contractor agrees to build and construct the F.Y. 2020 ASPHALT OVERLAY PROGRAM Contract No. 992, and furnish all necessary tools, equipment, materials, and labor necessary to do all the work called for in the pians 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, PAR. 2 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 Farm of - Proposal, the Construction and Maintenance Bonds, the Council Proceedings relating to this matter, and the Pians 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. PAR. 3 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_ PAR. 4 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. FORM OF CONTRACT PAGE 1 OF S WAGES Page 455 of 547 PAR. 5 The Contractor agrees to commence said work within ten (10) working days after receipt of "Notice to Proceed" and complete it on or before October 30, 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 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. PAR. 8 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. PAR. 9 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 456 of 547 PAR. 10 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. PAR. 11 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. PAR_ 12 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. PAR. 13 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. PAR. 14 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. PAR. 15 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 QageA4f-Pof 547 PAR. 16 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 $3,219,441.48. PAR. 17 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. PAR. 18 This contract is not divisible, but in the event of a conflict between this contract and the various instruments incorporated by reference, this contract shall govern. PAR. 19 Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the contract, same to be known as "Maintenance Bond," and which bond must be approved by the City Council, and which bond is in addition to the bond given by the Contractor to guarantee the completion of the work. PAR. 20 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. PAR. 21 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 458 of 547 CITY OF WATERLOO, IOWA Mayor City Clerk Aspro, Inc. Contractor BY�/M 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 459 of 547 Bond No.2303443 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, Aspro,Inc. _ of Waterloo,Iowa (the "Principal"), and North American soeciaity insurance Company of Kansas City,Mo (the "Surety"), are held and firmly bound unto the City of Waterloo, Iowa (the "Obligee"), in the penal Sum Of Three Million Two Hundred Nineteen Thousand Four Hundred Forty-one And 48/100 Dollars ($ $3,219,441.48 ), lawful money of the United States, for the payment of said sum in connection with a contract (the "Contract") dated on or about for the purpose of i=v 2020 Asphalt overlay Program,Contract No.992,Waterloo,IA . The Contract is incorporated herein by reference as though fully set forth herein. Whenever the Principal shall be and is declared by the Obligee to be in default under the Contract, with the Obligee having performed its obligations in the Contract, then the Surety, acknowledging that time is of the essence, may promptly remedy the default, or shall promptly undertake to: 1. Complete the Contract in accordance with its terms and conditions; or 2. Obtain one or more bids for completing the Contract in accordance with its terms and conditions, and upon determination by the Surety of the lowest responsible bidder, or negotiated proposal, or, if the Obligee elects, upon determination by the Obligee and the Surety jointly of the lowest responsible bidder, or negotiated proposal, arrange for a contract between such party and the Obligee. The Surety will make available as work progresses sufficient funds to pay the cost of completion less the balance of the Contract price. The cost of completion includes responsibilities of the Principal for correction of defective work and completion of the Contract, the Obligee's legal and design professional costs resulting directly from the Principal's default, and liquidated damages or actual damages if no liquidated damages are specified in the Contract. The term "balance of the Contract price" means the total amount payable by the Obligee to the Principal under the Contract and any amendments thereto, less the amount properly paid by the Obligee to the Principal; or 3. Determine the amount for which it is liable to the Obligee and pay the Obligee that amount as soon as practicable. In the event this bond is enforced, Principal and Surety agree to indemnify Obligee and hold Obligee harmless from and against any and all costs of enforcement, including but not limited to reasonable attorneys' fees and expenses. Performance Bond Page 1 of 2 Page 460 of 547 Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanding, to consent to each and all of the following matters, without notice: 1. To any extension of time to the Contract in which to perform the Contract. 2. To any change in the plans, specifications, or Contract when such change does not involve an increase of more than twenty percent (20%) of the total Contract price, and shall then be released only as to such excess increase. 3. That no provision of this bond or of any other contract shall be valid which limits to less than one (1) year from the time of the acceptance of the work the right to sue on this bond for defect in workmanship or material not discovered or known to the Obligee at the time such work was accepted. If the Principal performs the Contract, then this bond shall be null and void; otherwise it shall remain in full force and effect. In no event shall the Surety's total obligation exceed the penal amount of this bond. Terms used herein shall include, as appropriate, the singular or plural number, or the masculine, feminine or neuter gender. IN WITNESS WHEREOF, the undersigned Principal and Surety have executed this Performance Bond as of PRINCIPAL SURETY Aspro,Inc. North American Specialty Insurance Company Name Name By. By. Dione R.Young Title: Title: Attorney-in-Fact [attach Power of Attorney] Performance Bond Page 2 of 2 Page 461 of 547 NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership, all partners should execute BOND. If this project includes Federal Eunds, the following applies to the payment bond IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. Performance Bond Page 3 of 2 Page 462 of 547 Bond No.2303443 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: that Aspro,Inc. (Name of Contractor) �T P.O.Box 2620 Waterloo IA 50704-2620 (Address of Contractor) a Corporation _ , hereinafter called Principal, (Corporation, Partnership or Individual) and, North AmericanSpecialty Insurance Company (Name of Surety) 1200 Main Street,Suite 800,Kansas City,MO 64105 (Address of Surety) hereinafter called Surety, are held and firmly bound unto i City of Waterloo (Name of Owner) 715 Mulberry Street,Waterloo,IA 50703 (Address of Owner) Three Million Two Hundred Nineteen Thousand Four hereinafter called OWNER, In the penal Sum Of Hundred Forty-one And4f5V a rs,($$3,219,441.48 ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the OWNER, dated the day of a copy of which is hereto attached and made a part hereof for the construction of: FY 2020 Asphalt Overlay Program,Contract No.992,Waterloo,IA NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, SUBCONTRACTORS, and corporations furnishing materials for or performing labor in the prosecution of the WORK provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consul?lagd 663 of 547 used in connection with the construction of such WORK, and all insurance premiums on said WORK, and for all labor, performed in such WORK whether by SUBCONTRACTOR or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said Surety for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the WORK to be performed thereunder or the SPECIFICATIONS accompanying the same shall in any wise affect its obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS. PROVIDED, FURTHER, that no final settlement between the OWNER and the CONTRACTOR shall abridge the right of any beneficiary hereunder, whose claim may be unsatisfied. IN WITNESS HEREOF, this instrument is executed in -three(3) counterparts, each one of (number) which shall be deemed an original, this the day of 2020 ATTEST: Aspro,Inc. Principal (Principal) Secretary (SEAL) (Principal) //-�7Z�- (s) 0 P.O.Box 2620 (Address) Waterloo.IA 50704-2620 Witness as to Pr' pal P.O.Box 2620 (Address) Waterloo,IA 50704-2620 North American Specialiv Insurance Com an Sur ST- By Attorney-' -Fa lone R.Young Holmes,Murphy and Associates,LLC o Surety Anne Crowner (Address) 2727 Grand Prairie Parkway 2727 Grand Prairie Parkway Waukee,IA 50263 Waukee,IA 50263 (Address) Page 464 of 547 NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership, all partners should execute BOND. If this; project includes Federal Funds, the fallowing applies to the payment bond; IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. Page 465 of 547 SWISS REA CORPORATE SOLUTIONS NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY WESTPORT INSURANCE CORPORATION GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS,THAT North American Specialty Insurance Company,a corporation duly organized and existing under laws of the State of New Hampshire,and having its principal office in the City of Overland Park,Kansas and Washington International Insurance Company a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Overland Park,Kansas,and Westport Insurance Corporation,organized under the laws of the State of Missouri,and having its principal office in the City of Overland Park,Kansas each does hereby make,constitute and appoint: JAY D.FREIERMUTH,CRAIG E.HANSEN,BRIAN M.DEIlMERLY,SHIRLEY S.BARTENHAGEN,CINDY BENNETT,ANNE CROWNER, TIM MCC:ULLOH„STACY VENN,DIONE R.YOUNG,aad'WENDY ANN CASEY JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact,to make,execute,seal and deliver,for and on its behalf and as its act and deed,bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies,as surety,on contracts of suretyship as are or may be required or permitted by law,regulation,contract or otherwis0,provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount o£ ONE HUNDRED TWENTY FIVE MILLION($125,000,000.00)DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on March 24,2000 and Westport Insurance Corporation by written consent of its Executive Committee dated July 18,2011. "RESOLVED,that any two of the President,any Senior Vice President,any Vice President,any Assistant Vice President, the Secretary or any Assistant Secretary be,and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds,undertakings and all contracts of surety,and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED,that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile,and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond,undertaking or contract of surety to which it is attached." ON \\ 1AUTYlr1�//r// At 4, .�Q. /yS,r/ .a 4, MMCF g,:G �•. �, aSi�l_F•.y Steven Anderson, omor coPresidento as on erne an usurer eCompany ��` �ti• SEAL _.-� �p .'ZZn &Senior Vice President arNorth American Specialty Insurance Company r ; ¢ x :m� I-. �n E &Senior Vice President of WWeessttporl Insurance Corporation 11SuA, • •:p • 1073 ev.•a�. —Ila 1 1 ti'AMP.?. q4 hWMPg' D By f,,. 111a��\\ rmm�*iuioa4� � Company ���•,f ••�� �t),N \\ t'off' 1Vllke A.Ito,Senior Vice President oI Washla an International Insurance Com an lillllt4 &Senior Vice Presidentor North American Specialty Insurance Company &Senior Vice President of Westport Insurance Corporation IN WITNESS WHEREOF,North American Specialty Insurance Company,Washington International Insurance Company and Westport Insurance Corporation have caused their official seals to be hereunto affixed,and these presents to be signed by their authorized officers this this 3rd day of November ,20 17 North American Specialty Insurance Company Washington International Insurance Company State of Illinois Westport Insurance Corporation County of Cook Ss: On this 3rd day of November,20_17,before me,a Notary Public personally appeared Steven P.Anderson ,Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Senior Vice President of Westport Insurance Corporation and Michael A.Ito Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and Senior Vice President of Westport Insurance Corporation,personally known to me,who being by me duly sworn,acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFFICIAL SEAL �r M.KENNY Notary M. I Slalc of Illinois My Commission Exp i• 12JO412021 M.Kenny,Notary Public I, Jeffrey Goldberg , the duly elected Vice President and Assistant Secretary of North American Specialty Insurance Company,Washington International Insurance Company and Westport Insurance Corporation do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company,Washington International Insurance Company and Westport Insurance Corporation which is still in full force and effect. IN WITNESS WHEREOF,I have set my hand and affixed the seals of the Companies this_day of Jeffrey Goidbcrg,Vice Presidcat&Assistant Secretary of Washington Interna Fa-9&4 MdpQf&547 North American Specialty Insurance Company&Vice President&Assistant Secretary o estport lnsurance Corporatioa � 3 CERTIFICATE OF LIABILITY INSURANCE DAW,(M 0r)NYYY) --l.1!2;2/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOK THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT 13ETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER, IMPORTANT; If the certificate holdar Is an AODITIONAL.INSURE7,the pollay(les)must have ADDITIONAL,INSURER provisions or be endorsed. If SUBR(OGATJON IS WAIVED, subject to the terms and conditions of the policy, certain policies may roquiro an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements), PRODUCER CO ACT - _ Arthur J. Gallagher Risk Managemeltt Services,Inc. NAE: Tina Feidernlan PHONE �PAx 5 (krc,No€; � 47 sci� - .4200 Corporate Drive Ste 160 atc f> _� �i5-440-233IJ �.__.__4_ West Des Moines IA 50266 e�4A `-- �La��&s;,.Tina Faiderman&aJru,cDlrl INSURER(SIAFt'OFi[1INOCQVERA[iE _ NA10 __.._..INSURER A.Employ ers Mutual Casually company 21415 INSURED INSURER EMCASCO Insurance C%ompen� 7,1447 As ro, Inc, _. P.O. Box2620tNsuRaRc; _ Waterloo;IA 50704 INSURERD: INSURER E' — INSURERF; COvERAGI=S CERTIFICATE NUMBER:2389E 1339 REVISION NUMBER, THIS IS TO CEATi1:Y'IIiAT TIME POLICIES OF INSURANCE=LISTED BELOW HAVE BEEN ISSUED TQ THE INSURED NAMED ABOVE:FOR THE POLICY PERIOD INDICATED, NOTWTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED 13Y TREE POLICIES DE86RIBED HEREIN IS SUBJECT TO ALL THE TERMS, L:XCLUSIONS AND CONDITMONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN RE=DUCED BY PAID CLAIMS. INSR.______---- ------- --—A6SI;Jitfl3R POTICY EFP POLICYEXP L TYPE QFINSU�ZANCE POLICYNUM13ER D A1MIp Limits A X COMMRClALa NERALLIAIJILITY Y Y 91751383 3211!2014 3211)2D2R IEACHOGCURRENCE 51,900,000 rAl, 6f—rO Re�t1=C I CLAIMS MHDE X 'OCOUR F3(}0,000 X 'Cenrraafus flab XP(my ana orran 8.5,000 _ Vu X XojIfs luded PLRSONAL d ADV INJURY $3,000,000 GEN`L AGGREGATE LIMrr APPIJES PER; GFNPP-ALAGGREGATE 1$2050000 X POLICY F-1 Y-h&O EI LOG PROCUCTO-COMP1OPAaC; --Y-- 5 2,000,000 OTHER I cmp generics '$1,000,000 - 13 AUTOMOBILELIABILITY fl! 81363 1213/2018 121112026 T COMBINED BINEDSINGLEELIMIT 51,000,000 X ANY AUTO f3 1p rY IN:U 3Y(Pe;persm) OWNED SCHEDULED aR4iLY1NJURY PerncadanlJ S AUTOS ONLY AUTOS I L l X' HIR'D �( NON-0%VED E TROFERFYi3AVAGE AUT 8 ONY AUTOS ONLY 1 Per axAcent S _W III g A X U11aREI,LALIAa X oCCUFt SJ81383 121312018 1211/2020 EACHOOCURRFNCf $5,000,000 EXCC68 LIA8 CLAMS-MADE AGGREGATE DEC x RETEN ION y $ - B AND EtMPL,DYERS`LIABWORKERS IILITY YIN RON8M83383 323312438 32/112070 X SPART U71 ER _ ANYPROPRIETOfWARTNEI'VEXECUTIVE N CJ-EACH AC�CiDFNT i$600,000 OFFI0IiNVEM65R FXCI,0r NIA _.. (Mandatory in NH) E,L.DI9EA8E-LA EMPLOYEE!3 500,000 It yas descnbe sender - 1)ESG�RIPTION OF OPERATfO146 baJow E,L,DISFASE-POLICY LIMIT"5 500,000, f I I DE5CRIPT;GN OF OPERATIONS I LOCATIONS I VEHICLES(AQQRD 01,Addlilonat Remarks Schedule,may k attached Irmara space Is required) ' Certificate holder Is an additional insured(C074820108)with respect to any and all Work performed by the named Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES 9Fe CANCELLED 13EFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Waterloo ACCORDANCE WITH THE POLICY PROVISIONS. 715 Mulberry Street Waterloo IA 50703 AUTHORMEDREPRESE14TATIVE LISA 0 1 988-201 5 ACORD CORPORATION, All rights reserved, ACORD 25(2018f03) The ACORD name and logo are registered marks of ACORD Page 467 of 547 CITY OF WATERLOO Council Communication Resolution approving Amendment No. 2 to the Professional Services Agreement with I & S Group, Inc., originally executed March 27, 2020, to convert the Construction Administration Phase from hourly to a fixed fee of$15,000 per owner, in conjunction with the Five Sullivan Brothers Convention Center Penthouse/Chiller Project, and authorizing the Mayor to execute said document. City Council Meeting: 7/13/2020 Prepared: 6/30/2020 ATTACHMENTS: Description Type ❑ 5 Bros Penthouse Chiller Amendment 2 Backup Material Resolution approving Amendment No. 2 to the Professional Services Agreement with I & S Group. Inc., originally executed March 27, 2020,L.to SUBJECT: convert the Construction Administration Phase from hourly to a fixed fee of $15,000 per owner, in conjunction with the Five Sullivan Brothers Convention Center Penthouse/Chiller Project, and authorizing the Mayor to execute said document. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Summary Statement: Compensation adjustment from an hourly fee to a fixed fee= $15,000 Page 468 of 547 �J a- Document G802' — 2017 Amendment to the Professional Services Agreement PROJECT: (name and address) AGREEMENT INFORMATION: AMENDMENT INFORMATION! 5 Sullivan Brothers Convention Center Date:March 27,2020 Amendment Number:002 Penthouse Chiller for the City of Project No" 19-23141 Waterloo,IA. Date:June 29,2020 OWNER:(pante and address) ARCHITECT:(name and address) City of Waterloo I&S Group,Inc.(ISG) 715 Mulberry Street 314 East 4th Street Waterloo,IA 50703 Waterloo,IA 50703 The Owner and Architect amend the Agreement as follows: A. To convert the Construction Administration(CA Phase)from hourly to a Fixed Fee as requested by the Owner. The Architect's compensation and schedule shall be adjusted as follows: Compensation Adjustment: Fixed Fee=$15,000(CA Phase) Schedule Adjustment: June 29,2020 SIGNATURES: I&S Group,Inc.(ISG) City of Waterloo ARCHITECT(�Fir +came) OWNED(Firm name) Com- SIGNATURE SIGNATURE Nathan Compton,Architect/Project Manager Quentin Hart,Mayor PRINTED NAME AND TITLE PRINTED NAME AND TITLE June 29,2020 DATE DATE AIA Document G802"—2017.Copyright m 2000,2007 and 2017 by The American Institute of Architects.All rights reserved.The"American ftlitule nl Architer.-ts,""Alk."IhN AIA Logo,and"AIA Contract Documents"arc-,registered tradwnarHs mid may not he used widioul permission This document Was7 produced by AIA software at 13:15:53 ET on 05/29/2020 under Order No.2887812444 which expires on 07112J2020,15 not for resale,is licensed far one-Gme use only,and may only be used In accordance w[lh the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail oopyright@aia,org. user Elates: (3139ADA55) Page 469 of 547 CITY OF WATERLOO Council Communication Resolution approving the Community Catalyst and Remediation Grant, Contract Number 20-CTBF-028, with Iowa Economic Development Authority, in the amount of$100,000, for the redevelopment of property located at 1427-1429 W. 3rd Street and 405 Bayard Street, and authorizing the Mayor to execute said document. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 ATTACHMENTS: Description Type ❑ Catalyst Program Contract Backup Material ❑ Map Backup Material Resolution approving the Community Catalyst and Remediation Grant,. Contract Number 20-CTBF-028, with Iowa Economic Development SUBJECT: Authority, in the amount of$100.000, for the redevelopment of property located at 1427-1429 W. 3rd Street and 405 Bayard Street, and authorizing the Mayor to execute said document. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Adopt a resolution to approve the contract. The City of Waterloo has been working with Deer Acres, LLC on a Development Agreement to renovate three residential units located at 1427-1429 W 3rd Street& 405 Bayard St. The developer has acquired the property and plans to renovate three residential units with a minimum value Summary Statement: of$64,110. This agreement would also allow for the developer to receive a $5,000 grant per unit from the city once each unit receive their certificate of occupancy after renovation. The Community Catalyst& Remediation program has been awarded to the project with the grant amount of$100,000. Expenditure Required: None Source of Funds: N/A Policy Issue: Policies 1, 3, and 4 in the Strategic Plan dealing with Economic Development. Alternative: NA Legal Descriptions: WHITNEY AND SEDGWICKS ADDITION SW 50 FT LOT 7 BLK 13 SW 50 FT NW 25 FT LOT 8BLK13 Page 470 of 547 IOWA ECONOMIC DEVELOPMENT AUTHORITY IOWA DOWNTOWN RESOURCE CENTER COMMUNITY CATALYST & REMEDIATION GRANT PROGRAM GRANTEE: City of Waterloo AGREEMENT NUMBER: 20-CTBF-028 DATE OF AWARD LETTER: June 10,2020 PROJECT COMPLETION DATE: June 10,2022 GRANT AMOUNT: $100,000 THIS Community Catalyst Building Remediation Grant Agreement("Agreement")is made by and between the IOWA ECONOMIC DEVELOPMENT AUTHORITY, 1963 Bell Avenue, Suite 200, Des Moines, Iowa 50315 ("Authority"or"IEDA")and the City of Waterloo, 715 Mulberry Street,Waterloo, Iowa 50703("Grantee")(Collectively"the Parties"). WHEREAS, the Authority established a Community Catalyst Building Remediation Fund pursuant to Iowa Code section 15.231 for the purpose of providing grants to cities for the remediation of underutilized buildings; and WHEREAS, the Grantee submitted a grant application to the Authority and the Authority determined that the Grantee and its proposed Project are eligible for a Community Catalyst Building Remediation Grant("Grant")and approved the Application; and WHEREAS, in approving the Application,the Authority has relied upon the Grantee's representations of proposed Project activities, the Grantee's management and financial condition, investment of other Project funds, and other material information contained in the application; WHEREAS, the Grantee accepts the Grant upon the terms and conditions set out in this Agreement; NOW, THEREFORE, in consideration of the mutual promises contained in this Agreement and other good and valuable consideration,the Parties agree as follows: 1. COSTS DIRECTLY RELATED. "Costs Directly Related"means expenditures that are incurred for the acquisition, deconstruction,disposal, redevelopment, or rehabilitation of the community catalyst that is the subject of the Project to the extent that the expenditures are attributable directly to the remediation or redevelopment of the community catalyst. Examples of"Costs Directly Related"and costs that are not directly related are set out at 261 IAC 45.2 Definitions. 2. GRANTEE. "Grantee" means the entity described above whose application for a Grant was approved by IEDA. 3. IOWAGRANTS.GOV. "lowaGrants.gov"means Iowa's Funding Opportunity Search and Grant Management System.The Authority reserves the right to require the Recipient to utilize IowaGrants.gov to conduct business associated with this Agreement. 4. PROJECT. "Project"means the activities and other obligations to be performed or accomplished by the Grantee as described in this Agreement, in the Agreement Scope of Work attached hereto, in the award letter, and in the application submitted through IowaGrants.gov, including but not limited to,the"Scope of Project and Budget"portion of the application. 5. PROJECT COMPLETION PERIOD. "Project Completion Period"means the period commencing with the Date of Award Letter and ending with the Project Completion Date set out above. 6. PROJECT MID-POINT. "Project Mid-Point"means the point at which the Grantee has incurred Costs Directly Related to the Project equal to or greater than 60%of the Grant Amount. 7. PRIOR EXPENSES. No expenditures made prior to the Date of Award Letter may be included as Project costs for the purpose of this Agreement. 8. UTILIZATION OF CONSULTANT(S). The Grantee is responsible for recruiting and selecting consultants and for setting out the terms and conditions under which the consultant(s)shall provide services.The Authority may require the Grantee to retain a consultant or consultants as set out in the Agreement Scope of Work attached hereto. 9. TOTAL PAYMENT. Total payment of state funds under this Agreement shall not exceed $100,000 for Costs Directly Related to the Project as shown in the approved application unless modified by written amendment of this Agreement. All payments under this Agreement are subject to receipt by the IEDA of sufficient State funds for this activity. Any termination, reduction or delay of state funds to the IEDA shall, at the option of the IEDA, result in the termination, reduction, or delay of state funds to the Grantee. 10. REPAYMENT OBLIGATION. In the event that any state and/or federal funds are deferred and/or disallowed as a result of any audits or expended in violation of this Agreement or the laws applicable to the expenditure of such funds, the Grantee shall be liable to IEDA for the full amount of any claim disallowed and for all related penalties incurred. If IEDA determines at any time,whether through monitoring, audit, closeout procedures or by other means that the Grantee has received grant funds or requested reimbursement for costs which are unallowable under the terms of this Agreement or applicable laws,the Grantee will be notified of the questioned costs and given an opportunity to justify questioned costs prior to IEDA's final determination of the disallowance of costs. If it is IEDA's final determination that costs previously paid by IEDA are not allowable under the terms of this Agreement,the expenditures will be disallowed and the Grantee shall immediately repay to IEDA any and all disallowed costs. The requirements of this paragraph shall apply to the Grantee as well as any subcontractors. Page 471 of 547 Agreement Number: 20-CTBF-028 Page 2 of 4 11. REPORTING REQUIREMENTS. The Recipient shall prepare, review and sign the reports as specified below in the form and content specified by the Authority. 1. By Project Mid-Point: A report describing work completed, including photographs documenting work that has been completed; 2. Within 60 days after the Project Completion Date: A report documenting completion of the Project, including photographs of the completed Project 12. PAYMENT PROCEDURES. Payment shall be made on a reimbursement basis. Grantee shall use funds only for reimbursement of Costs Directly Related to the Project. Requests for reimbursement shall be made through IowaGrants.gov using a General Accounting Expenditure form along with copies of paid invoices and proof of payment. The Grantee shall submit two(2) requests for reimbursement. The first request shall be made at Project Mid-Point and the final request for reimbursement of the remaining funds shall be made within sixty days after the Project Completion Date. If the total Grant Amount has not been claimed within sixty(60)days after the Project Completion Date,then the IEDA shall be under no further obligation for further disbursement.The Grantee shall prepare, review,and sign all requests for payment and verify that claimed expenditures are allowable Costs Directly Related to the Project. The Grantee shall maintain original documentation adequate to support the claimed costs on file in IowaGrants.gov and provide such documentation upon request. 13. PUBLICATIONS. The Grantee will ensure that all publications produced in association with the Project shall include the following phrase: This Project is Sponsored in Part by the Iowa Economic Development Authority. 14. DEFAULT. The occurrence of any one or more of the following events shall constitute cause for IEDA to declare the Grantee in default of its obligations under this Agreement: a)non-performance; b)a failure by the Grantee to make substantial and timely progress toward completion of the Project and performance of the Agreement; c)a breach of any term of this Agreement or any attachment thereto; and d)failure to maintain insurance as set out at Paragraph 33 herein or maintaining insurance coverage that is,as determined by the Authority, insufficient; and e)utilizing grant proceeds for purposes not described in IowaGrants.gov-Scope of Project and Budget or for expenses that are not Costs Directly Related to the Project. The IEDA shall issue a written notice of default providing therein a fifteen (15)day period during which the Grantee shall have an opportunity to cure, provided that cure is possible and feasible. 15. TERMINATION. This Agreement may be terminated in the following circumstances: a)by either party,without cause, after thirty(30)days'written notice; b)immediately, as a result of the Grantee's default under this Agreement and failure to cure within the time period provided; c)immediately, as a result of the termination or reduction of funding to IEDA or the deauthorization of IEDA to engage in activities or conduct business under this Agreement; or d)immediately upon written mutual agreement by all parties to terminate the Agreement. 16. REMEDY UPON TERMINATION. In the event of termination of this Agreement or reduction of the Agreement amount,the exclusive, sole and complete remedy of the Grantee shall be reimbursement for Project costs expended prior to termination. 17. NONASSIGNMENT OF AGREEMENT.The Grantee may not assign,transfer or convey in whole or in part this Agreement; delegate any of its obligations or duties under this Agreement; or pledge as collateral, grant a security interest in, create a lien against, or otherwise encumber, any payments that may or will be made to the Grantee under this Agreement. 18. WRITING REQUIRED. No change, modification,or termination of any of the terms, provisions or conditions of this Agreement shall be effective unless made in writing and signed by the parties. Notwithstanding the sentence above, IEDA may unilaterally modify the Agreement at will in order to accommodate any change in any applicable federal, state or local laws, regulations, rules or policies.A copy of such unilateral modification will be given to the Grantee as an amendment to this Agreement. 19. COMPLIANCE WITH LAWS AND REGULATIONS: DECLARATION OF THE GRANTEE. The Grantee shall comply with all applicable federal,state and local laws, rules,ordinances, regulations and orders. The Grantee declares that it has complied with all federal, state, and local laws regarding business permits and licenses that may be required to carry out the work to be performed under this Agreement. 20. COMPLIANCE WITH EEO/AA PROVISIONS. The Grantee shall comply with the provisions of federal, state and local laws, rules and executive orders to ensure that no employee or applicant for employment is discriminated against because of race, religion, color, age, sex,sexual orientation, gender identity, national origin,or disability. A breach of this provision shall be considered a material breach of this Agreement. 21. INDEMNIFICATION AGAINST LOSS OR DAMAGE. The Grantee agrees to indemnify and hold harmless the State of Iowa and its officers, appointed and elected officials, board and commission members, employees,volunteers and agents(collectively the "Indemnified Parties"),from any and all costs, expenses, losses, claims, damages, liabilities, settlements and judgments including, without limitation,the reasonable value of the time spent by the Attorney General's Office, and the costs, expenses and attorneys'fees of other counsel retained by the Indemnified Parties directly or indirectly related to, resulting from, or arising out of this Agreement, including but not limited to any claims related to, resulting from, or arising out of: any breach of this Agreement; any negligent, intentional or wrongful act or omission of the Grantee or any agent or subcontractor utilized or employed by the Grantee; the Grantee's Page 472 of 547 Agreement Number: 20-CTBF-028 Page 3 of 4 performance or attempted performance of this Agreement, including any agent or subcontractor utilized or employed by the Grantee; any failure by the Grantee to make all reports, payments and withholdings required by federal and state law with respect to social security, employee income and other taxes,fees or costs required by the Grantee to conduct business in the State of Iowa; or any violation of any rights of any third party. The Grantee's duties and obligations under this section shall survive the termination of this Agreement and shall apply to all acts or omissions taken or made in connection with the performance of this Agreement regardless of the date any potential claim is made or discovered by IEDA or any other Indemnified Party. 22. RIGHT TO REVIEW AND OBSERVE:ACCESS TO RECORDS. IEDA shall have the right to review and observe, at any time, completed work or work in progress related to the Agreement. The Grantee shall permit IEDA or its agents to access and examine, audit,excerpt and transcribe any directly pertinent books, documents, reports, papers and records of the Grantee relating to orders, invoices, or payments or any other documentation or materials pertaining to this Agreement. Upon the request of IEDA, the Grantee shall deliver to IEDA or its agents said documentation or materials. 23. PUBLIC RECORDS: RECORDS RETENTION. All records submitted to or inspected by IEDA regarding this Agreement, including this Agreement, shall be public records and subject to the Open Records Law in Iowa Code chapter 22. All records of the Grantee relating to this Agreement shall be retained for a period of three (3)years following the date of final payment or completion of any required audit,whichever is later. 24. SURVIVAL OF AGREEMENT. If any portion of this Agreement is held to be invalid or unenforceable, the remainder shall be valid and enforceable. 25. GOVERNING LAW. This Agreement shall be interpreted in accordance with the law of the State of Iowa and any action relating to the Agreement shall only be commenced in the Iowa District Court for Polk County or the United States District Court for the Southern District of Iowa. 26. FINAL AUTHORITY. The decision of the IEDA shall be binding on the Grantee. The IEDA shall have the final authority to assess whether the Grantee has complied with the terms of this Agreement. 27. USE OF NAME.The Grantee agrees it will not use IEDA and/or State's name or any of its or their intellectual property, including but not limited to, any State, state agency, board or commission trademarks or logos in any manner, including commercial advertising or as a business reference,without the expressed prior written consent of IEDA and/or the State, except as otherwise required by this Agreement. 28. COMPLIANCE WITH IOWA CODE CHAPTER 8F. If the Agreement is subject to the provisions of Iowa Code chapter 8F,the Grantee shall comply with Iowa Code chapter 8F with respect to any subcontracts it enters into pursuant to this Agreement.Any compliance documentation, including but not limited to certifications, received by the Grantee from subcontractors shall be forwarded to IEDA. 29. LEGISLATIVE CHANGES. The Grantee expressly acknowledges that the Community Catalyst Building Remediation Fund and Program are subject to legislative change by either the federal or state government. Should either legislative body enact measures which alter the fund or the program,the Grantee shall not hold IEDA liable in any manner for the resulting changes. IEDA shall use best efforts to provide thirty(30)days'written notice to the Grantee of any legislative change. During the thirty(30)-day period,the parties shall meet and make a good faith effort to agree upon changes to the Agreement to address the legislative change. Nothing in this paragraph shall affect or impair IEDA's right to terminate the Agreement pursuant to the termination provisions. 30. JOINT AND SEVERAL LIABILITY. If the Grantee is a joint entity, consisting of more than one individual, partnership, corporation or other business organization, all such entities shall be jointly and severally liable for carrying out the activities and obligations of this Agreement, and for any default of activities and obligations. 31. WAIVER. Except as specifically provided for in a waiver signed by duly authorized representatives of IEDA and the Grantee, failure by either party at any time to require performance by the other party or to claim a breach of any provision of the Agreement shall not be construed as affecting any subsequent right to require performance or to claim a breach. 32. CONFLICT OF INTEREST.The Grantee represents,warrants, and covenants that no relationship exists or will exist during the Agreement period between the Grantee and IEDA that is a conflict of interest. The provisions of Iowa Code chapter 68B shall apply to this Agreement. If a conflict of interest is proven to IEDA, IEDA may terminate this Agreement pursuant to Paragraph 15 of this Agreement, and the Grantee shall be liable for any excess costs to IEDA as a result of the conflict of interest. The Grantee shall establish safeguards to prevent employees, consultants, or members of governing bodies from using their positions for purposes that are, or give the appearance of being, motivated by the desire for private gain for themselves or others with whom they have family, business,or other ties.The Grantee shall report any potential, real, or apparent conflict of interest to IEDA. 33. MAINTENANCE OF INSURANCE. The Grantee shall maintain the Project property in good repair and condition, ordinary wear and tear excepted, and shall not suffer or commit waste or damage upon the Project property. If the Grantee is not the owner of the Project property,the Grantee shall require the property owner to maintain the Project property in good repair and condition, ordinary wear and tear excepted,and shall not suffer or commit waste or damage upon the Project property. The Grantee or owner of the Project property shall pay for and maintain insurance as is customary for similar projects. This insurance shall be in an amount not less Page 473 of 547 Agreement Number: 20-CTBF-028 Page 4 of 4 than the full insurable value of the Project property. The Grantee or the owner of the Project property shall name the Authority and the Grantee, if the Grantee is not the owner of the Project property, as mortgagees and/or an additional loss payee(s). If the Grantee is not the owner of the Project property,the owner of the Project property shall provide the Grantee with a copy of each and every insurance policy in effect. The Grantee shall maintain a copy of each and every insurance policy in effect and shall provide copies to the Authority upon request. 34. DEVELOPMENT CONTRACT AGREEMENT. Grantee shall provide IEDA with a copy of the Development Agreement between the owner of the Project property and the entity that will deconstruct, redevelop, or rehabilitate the community catalyst that is the subject of the Project. Grantee shall notify IEDA immediately if the Development Agreement is assigned and shall provide IEDA with a copy of the assignment. 35. IMMUNITY FROM LIABILITY. Every person who is a party to the Agreement is hereby notified and agrees that the State, IEDA, and all of their employees, agents,successors, and assigns are immune from liability and suit for or from Grantee's, Project property owners' and/or contractors or subcontractors' activities involving third parties and arising from the Agreement. Pursuant to Iowa Code chapter 669, IEDA and the State of Iowa are self-insured against all risks and hazards related to this Agreement. No separate fund has been established to provide self-insurance, and the State of Iowa is not obligated to establish any such fund during the term of this Agreement. 36. NONAGENCY.The Grantee, the Project property owner(s), its or their employees, agents and any subcontractors performing under this Agreement are not employees or agents of the State or any agency, division or department of the State simply by virtue of work performed pursuant to this Agreement. Neither the Grantee nor the Project property owner's employees shall be considered employees of IEDA or the State for federal or state tax purposes simply by virtue of work performed pursuant to this Agreement. 37. HEADINGS OR CAPTIONS.The paragraph headings or captions used in this Agreement are for identification purposes only and do not limit or construe the contents of the paragraphs. 38. DOCUMENTS INCORPORATED BY REFERENCE. The following are hereby incorporated by reference: (a) Agreement Scope of Work and Budget, as found in IowaGrants.gov (b) Iowa Economic Development Authority Award Letter as found in IowaGrants.gov. (c) Iowa Downtown Resource Center COMMUNITY CATALYST BUILDING REMEDIATION Grant Application, as found in IowaGrants.gov. 39. ORDER OF PRIORITY. In the event of a conflict between documents, the following order or priority shall be applied: (a) Articles 1-40 of this Grant Agreement. (b) Agreement Scope of Work and Budget, as found in IowaGrants.gov (c) Iowa Economic Development Authority Award Letter as found in IowaGrants.gov. (d) Application, Iowa Downtown Resource Center COMMUNITY CATALYST BUILDING REMEDIATION Grant, as found in IowaGrants.gov. 40. INTEGRATION. This Agreement contains the entire understanding between the Grantee and IEDA and any representations that may have been made before or after the signing of this Agreement,which are not contained herein,are nonbinding,void and of no effect. Neither of the parties has relied on any such prior representation in entering into this Agreement. IN WITNESS WHEREOF, the parties have executed this Contract as of the Effective Date first stated. RECIPIENT: City of Waterloo BY: Mayor Typed or Printed Name and Title City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 IOWA ECONOMIC DEVELOPMENT AUTHORITY: BY: Deborah V. Durham, Director Page 474 of 547 r � S :.tl1Mif x Al 218 j 63 w?; 20 N 1tij 02 WaterlOO, lOwc1 Location of Project within Waterloo WtE s Page 475 of 547 CITY OF WATERLOO Council Communication Resolution approving a request by CGA Engineers, on behalf of Midwest Development, to approve the final plat of Lincolnshire Addition, a 24 lot residential subdivision located northwest of 3520 Ansborough Avenue. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type ❑ Council Packet Backup Material ❑ Certificate of Survey Backup Material ❑ Legal Description Backup Material ❑ Additional Supporting Documentation Backup Material Resolution approving a request by CGA Engineers, on behalf of Midwest SUBJECT: Development, to approve the final plat of Lincolnshire Addition, a 24 lot residential subdivision located northwest of 3520 Ansborough Avenue. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director The Planning and Zoning Commission unanimously recommended approval of the Final Plat request at their regular meeting on July 7, 2020. Therefore, staff recommends that the request for the final plat of Lincolnshire Addition be approved for the following reasons: 1. The request would not appear to have a negative impact on the Recommended Action: 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 will create new infill lots in a developed part of the city. 4. Will put three acres of land and subsequent homes on the tax rolls. Transmitted herewith is a request by CGA Engineers on behalf of Midwest Development for the final plat of Lincolnshire Addition a 24 lot residential subdivision located northwest of 3520 Ansborough Avenue. Included are the following: • Staff report Summary Statement: • Overview Map • Final Plat • Deed of Dedication • Contract/Petition and Waiver • Certificate of Survey • Report of City Engineer Page 476 of 547 Expenditure Required: None Source of Funds: N/A The request would not appear to have a negative impact on the neighborhood as the area had been designated for homes back when the area was first developed in the 1960's and it is surrounded by single family and multi-family homes. The request would not appear to have a negative impact on vehicular or pedestrian traffic movements in the area. The area is served by Lincolnshire Road, Monticello Avenue, and Meadow Lanes which are local streets and Ansborough Avenue which is a Minor Arterial. Currently there are no sidewalks in the immediate area however, as a new development sidewalks will be required, which will allow for a future infill connection to the sidewalk on Ansborough Avenue. The area of the proposed site is currently zoned "R-1, R-P"Planned One and Two Family Residence District and has been zoned as such since being rezoned from"R-1"One and Two Family Residence District by Ordinance 5528 on November 25, 2019 having been zoned "R-1" since the adoption of Ordinance 1969, surrounding land uses and their zoning: North—Residential zoned "R-1" One and Two Family Residence District and "R-3"Multiple Residence District. South— Residential and Church zoned "R-1" One and Two Family Residence District and "R-3"Multiple Residence District. East— Church and Residential zoned "R-1" One and Two Family Residence District and "R-3"Multiple Residence District. West—Residential zoned "R-1" One and Two Family Residence District. Homes in the area were built between 1969 and 1975, the church was built in 1974 and expanded in 1997, and multiple family housing was built in 1974 and 1975. No Buffering will be required. The proposed request would not appear to have a negative impact upon drainage in the area if proper storm water detention techniques are put in place. The site in question is not located in Special Flood Hazard area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0284F, dated July 18, 2011. Sulentic Park is located just to the south of the proposed development. Lou Henry Elementary School is located 0.822 miles to the east, Hoover Middle School is located 0.85 miles to the east and West High School is located 1.45 miles to the northeast. There is a 10"sanitary sewer line in Meadow Lane with a 8" stub in Lincolnshire, a 8" sanitary sewer line in Monticello Avenue; and a 48"storm sewer in Meadow Lane. The Future Land Use Map designates this area as Low Density Residential and the proposed development appears to be compatible with the comprehensive plan. The applicant is proposing 24 lots. Lots 1 will have 6509 square feet, lots Background Information: 3,5,7, and 9 will have 6,500 square feet of lot area, Lots 2,4,6,8, and 10 will have 6,250 square feet of lot area, lots 11 through 14, 19 & 20 have 5,500 Page 477 of 547 square feet, lots 15 through 18, 21& 22 have 4,500 square feet and lots 23 and 24 have 5,000 square feet, lots 11 through 24 are designed to have one unit of a two-unit duplex with a zero lot line setback between units, which is permitted in the zoning ordinance. The"R-1,R-P"allows flexibility in density to allow for new homes to meet the market conditions of the area. Tract"A"is designated as Lincolnshire Road is 35,095 square feet, Tract "B"is designated for storm water management is 16,215 square feet, and Tract"C"is designated for storm drainage and is 3,092 square feet. Midwest development is proposing a mixture of single family and two-family units for the development. The area being proposed for final plat was first shown in the Preliminary Plat of West Ridge Addition in July, 1961 as a future addition but then sold to the neighboring church and not developed at that time. The area is zoned "R-1,R-P"Planned One and Two Family Residence District. The"R-P"District is intended and designed to provide a means for 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. This plat will create an in-fill project within a developed area of the city that has been underutilized for many years owned by a church to allow for future expansion that the church is no longer considering. This project will create 24 new homes that will provide increased tax revenue for the city. The final plat includes 1) Legal Description 2) Property Lines Dimensions 4) Date 5)Adjoining Subdivisions 7)Deed of Dedication 7) Engineer's Certificate of Survey 8) Right-of-way widths and 9) Proper lot sequence and 10) Contract and Waiver. Easements are shown on the plat however, only one of the easements are marked indicating use and dimensions. They will need to remove the setback lines on the plat however they can choose to add a building line along the street frontage. The Zoning Notes information also needs to be removed from the plat. NOTE: The above mentioned items have been addressed and the engineer has signed off on the plat and it can be forwarded to city council. The Planning, Programing and Zoning Commission voted to recommend approval of the final plat at their July 7, 2020 meeting. Therefore, staff recommends that the request for the final plat of Lincolnshire Addition be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The request will create new infill lots in a developed part of the city. 4. The request put three acres of land and subsequent homes on the tax rolls. Description Parcel B: THAT PART OF THE NORTHEAST FRACTIONAL QUARTER OF SECTION 5, TOWNSHIP 88 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL MERDIAN, IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: Page 478 of 547 COMMENCING AT THE EAST QUARTER CORNER OF SECTION 5, TOWNSHIP 88 NORTH, RANGE 13 WEST OF THE WEST FIFTH PRINCIPAL MERDIAN, THENCE NO-07'58"E 329.48 FEET ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 5, THENCE N89°43'39"W 50.00 FEET TO THE SOUTHEAST CORNER OF LOT 53 WEST RIDGE FIFTH ADDTION TO THE CITY OF WATERLOO IN SAID SECTION 5; THENCE CONTINUING N89043'39"W 110.54 FEET ALONG THE SOUTH LINE OF SAID LOT 53, THENCE N48°58'30"W 265.02 FEET ALONG THE SOUTHEASTLY LINE OF SAID WEST Legal Descriptions: RIDGE FIFTH ADDTION TO THE POINT OF BEGINNING; THENCE S40058'56"W 584.62 FEET TO A POINT ON THE NORTHEASTERLY LINE OF LOT 47 OF WEST RIDGE FOURTH ADDITION TO THE CITY OF WATERLOO IN SAID SECTION 5; THENCE N49004'50"W 310.00 FEET ALONG THE NORTHEASTLY LINE OF SAID WEST RIDGE FOURTH ADDITION TO THE NORTHEASTERLY CORNER OF LOT 48 OF SAID WEST RIDGE FOURTH ADDITION AND SOUTHEASTERLY CORNER OF LOT 21 OF WEST RIDGE THIRD ADDITION TO THE CITY OF WATERLOO IN SAID SECTION 5; THENCE N40058'56"E 639.82 FEET ALONG THE SOUTHEASTERLY LINE OF SAID WEST RIDGE THIRD ADDITION TO THE SOUTHWESTERLY CORNER OF LOT 49 OF SAID WEST RIDGE FIFTH ADDITION; THENCE S49003'06"E 125.00 FEET TO THE SOUTHEASTERLY CORNER OF SAID LOT 49; THENCE S40°58'56"W 54.79 FEET ALONG THE EXISTING RIGHT OF WAY OF LINCOLNSHIRE ROAD IN SAID WEST RIDGE FIFTH ADDITION; THENCE S48°58'30"E 185.00 FEET ALONG THE SOUTHWESTERLY LINE OF SAID WEST RIDGE FIFTH ADDITION TO THE POINT OF BEGINNING. PARCEL CONTAINS 4.32 ACRES. Page 479 of 547 July 7,2020 REQUEST: Request by CGA Engineers on behalf of Midwest Development for the final plat of Lincolnshire Addition located northwest of 3520 Ansborough Avenue. APPLICANT: CGAAssociates, 5106 Nordic Drive, Cedar Falls, IA 50613. GENERAL The applicant is requesting the final plat of Lincolnshire Addition to DESCRIPTION: construct single-family homes and duplexes on 24 lots with a total of 24 units. IMPACT ON The request would not appear to have a negative impact on the NEIGHBORHOOD & neighborhood as the area had been designated for homes back SURROUNDING when the area was first developed in the 1960's and it is surrounded LAND USE: by single family and multi-family homes. VEHICULAR & The request would not appear to have a negative impact on PEDESTRIAN vehicular or pedestrian traffic movements in the area. The area is TRAFFIC served by Lincolnshire Road, Monticello Avenue, and Meadow Lanes CONDITIONS: which are local streets and Ansborough Avenue which is a Minor Arterial. RELATIONSHIP TO Currently there are no sidewalks in the immediate area however, as RECREATIONAL a new development sidewalks will be required, which will allow for a TRAIL PLAN AND future infill connection to the sidewalk on Ansborough Avenue. COMPLETE STREETS POLICY: ZONING HISTORY The area of the proposed site is currently zoned "R-1, R-P" Planned FOR SITE AND One and Two Family Residence District and has been zoned as such IMMEDIATE since being rezoned from "R-1" One and Two Family Residence VICINITY: District by Ordinance 5528 on November 25, 2019 having been zoned "R-1" since the adoption of Ordinance 1969, surrounding land uses and their zoning: North — Residential zoned "R-1" One and Two Family Residence District and "R-3" Multiple Residence District. South — Residential and Church zoned "R-1" One and Two Family Residence District and "R-3" Multiple Residence District. East — Church and Residential zoned "R-1" One and Two Family Residence District and "R-3" Multiple Residence District. West — Residential zoned "R-1" One and Two Family Residence District. DEVELOPMENT Homes in the area were built between 1969 and 1975, the church HISTORY: was built in 1974 and expanded in 1997, and multiple family housing was built in 1974 and 1975. BUFFERS/ No Buffering will be required. SCREENING REQUIRED: Lincolnshire Final Plat Pdg@F$8V of 547 July 7,2020 DRAINAGE: The proposed request would not appear to have a negative impact upon drainage in the area if proper storm water detention techniques are put in place. FLOODPLAIN: The site in question is not located in Special Flood Hazard area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0284F, dated July 18, 2011. PUBLIC /OPEN Sulentic Park is located just to the south of the proposed SPACES/ development. SCHOOLS: Lou Henry Elementary School is located 0.822 miles to the east, Hoover Middle School is located 0.85 miles to the east and West High School is located 1 .45 miles to the northeast. UTILITIES: WATER, There is a 10" sanitary sewer line in Meadow Lane with a 8" stub in SANITARY SEWER, Lincolnshire, a 8" sanitary sewer line in Monticello Avenue; and a 48" STORM SEWER, storm sewer in Meadow Lane. ETC: RELATIONSHIP TO The Future Land Use Map designates this area as Low Density COMPREHENSIVE Residential and the proposed development appears to be compatible LAND USE PLAN: with the comprehensive plan. STAFF ANALYSIS — The applicant is proposing 24 lots. Lots 1 will have 6509 square feet, ZONING lots 3,57, and 9 will have 6,500 square feet of lot area, Lots 2,4,6,8, ORDINANCE: and 10 will have 6,250 square feet of lot area, lots 11 through 14, 19 & 20 have 5,500 square feet, lots 15 through 18, 21& 22 have 4,500 square feet and lots 23 and 24 have 5,000 square feet, lots 11 through 24 are designed to have one unit of a two-unit duplex with a zero lot line setback between units, which is permitted in the zoning ordinance. The "R-1,R-P" allows flexibility in density to allow for new homes to meet the market conditions of the area. Tract "A" is designated as Lincolnshire Road is 35,095 square feet, Tract "B" is designated for storm water management is 16,215 square feet, and Tract "C" is designated for storm drainage and is 3,092 square feet. Midwest development is proposing a mixture of single family and two-family units for the development. The area being proposed for final plat was first shown in the Preliminary Plat of West Ridge Addition in July, 1961 as a future addition but then sold to the neighboring church and not developed at that time. The area is zoned "R-1,R-P" Planned One and Two Family Residence District. The "R-P" District is intended and designed to provide a means for 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. This plat will create an in-fill project within a developed area of the city that has been underutilized for many years owned by a church to allow for future expansion that the church is no longer considering. Lincolnshire Final Plat Pdg@F481f1 of 547 July 7,2020 This project will create 24 new homes that will provide increased tax revenue for the city. STAFF ANALYSIS — The final plat includes 1) Legal Description 2) Property Lines SUBDIVISION Dimensions 4) Date 5)Adjoining Subdivisions 7) Deed of Dedication ORDINANCE: 7) Engineer's Certificate of Survey 8) Right-of-way widths and 9) Proper lot sequence and 10) Contract and Waiver. Easements are shown on the plat however, only one of the easements are marked indicating use and dimensions. They will need to remove the setback lines on the plat however they can choose to add a building line along the street frontage. The Zoning Notes information also needs to be removed from the plat. NOTE: The above mentioned items have been addressed and the engineer has signed off on the plat and it can be forwarded to city council. The Planning, Programing and Zoning Commission voted to recommend approval of the final plat at their July 7, 2020 meeting. STAFF Therefore, staff recommends that the request for the final plat of RECOMMENDATION: Lincolnshire Addition be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The request will create new infill lots in a developed part of the city. 4. The request put three acres of land and subsequent homes on the tax rolls. Lincolnshire Final Plat Pdg@F4812 of 547 City of Waterloo Planning, Programming and Zoning Commission JUlY 7, 2020 E 11 oil IN II MEN ■����ON ����� - ,■ ■ - , ■ _ . . EPA MEMO fir: : i ■�► / - � � - ---------- I - . - - .T J -D_ W*N NW of 352o ' 1 1 1 • E Final Plat �.TCGA Engineers .. 0 1,000Page 483of City of Waterloo Planning, Programming and Zoning Commission July 7, 2020 O � , O co m z i 7 Q� O i W 2 ► PJB v,'j .\���� � �0 0 EADOW LN z M -- 2 L Area to be platted Q 0 0 m Z LANTERN SQ. 3520 Ansborough v AGO -. Q £' x o N2 �+ O W un O I Q O g RIDGEMONT RD RIDGEMONTiq N NW of 352o Ansborough w E Final Plat s CGA Engineers 150 75 0 150 � � Fee Page 484 of 547 INDEX LEGEND LINCOLNSHIRE ADDITION LOCATION: PART OF FRACTIONAL NEi4 SECTION 5, T88N, R13W CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA PROPRIETOR: MIDWEST DEVELOPMENT CO. SURVEY REQUESTEDMIDWEST DEVELOPMENT CO. SURVEY PREPARED BY:: CLAPSADDLE-GARBER ASSOCIATES, INC, FINAL PLAT TT TRESPOND TO: 5106 NORDIC DRIVE, �JlJLY 2020 CEDAR FALLS, IOWA 50613 PHONE 319-266-0258 MHOODJER@CGACONSULTANTS.COM NE CORNER SEC.5 T88N R13W FOUND'MAG'SPIKE IN ASPHALT DOC#2020-00008449 I DESCRIPTION PARCEL IIBII, AS RECORDED ON 12/18/2019 ON INSTRUMENT# 2020-11128, OF THE NORTHEAST FRACTIONAL QUARTER OF SECTION 5, TOWNSHIP 88 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL �d MERIDIAN, IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. CLOSURE: -ALL SUBDIVISION BOUNDARIES ARE WITHIN THE 1:10,000 ERROR OF CLOSURE REQUIREMENT -ALL LOTS ARE WITHIN THE 1:5000 ERROR OF CLOSURE �o REQUIREMENT. ,\ II �soo o� TRACT NOTES: ' • TRACT"A" SHALL BE RESERVED FOR STREET �0 0 00) �o°so !RIGHT OF WAY. 10o \ �-, F- 0 Co III >> v • TRACT"B" AND TRACT"C" SHALL BE USED I FOR STORM WATER MANAGEMENT. oO� 0001 \yo /res° �� Q` I LOT AREA TABLE /rs 6� y _ o P o h°o 'oo �� WEST RIDGE I LOT NO. AREA (SQ. FT.) FIFTH ADDITION !I °°' y �($ p� yo � ��� soo 090 150 I 1 6,509 � �� o, Sye° I /r2s hi gA0 �' 'SSSBS' 2 6,250 ?s00i0 o°� r 0 ''j/ 0y o� o, F %y�,• / ` I I 3 6,500 4 6,250 y°� oo� Cs� /r �o��y��t�°p��°`' 41 r�s°o��, sg9° So° Com �O �5° \ P °°, 5 6,500 /r?s �� °i 0ti�� �Q° _ 6 6,250 ��°° ��'-00 o �� 10� ham. / QA° / RGE�- o X3263 ""a \\ r,9 �Q o X05 °� � P F EEo#20 0�1�23 ; \2s 4s PNl� #202 7 6,500 -o c 6,250 �so0 5 h°q 0`�`s SRA°�0,x °' '2so�s2 t� \\' a� z T N � �� ��� r�so i�j, , 009°�\ � `Q� °°' �% Aoi � 9 6,500 00 �Q °, �` Q `. \ SRA° / 'v o _A/ s Zoo 10 6,250 o •ceF� 04 °� /� res o S 11 5,500 /res 10 o° �� sT9io 99i 12 5,500 �� Qs` o� o, �O o F Frc� ' \sAi9°O� ����` D�°%J \\ \sF �� � A\P 4V 900 �0 v 13 5,500 ��s�,� �. ��o ;' ,, Qoo \ �� 0 0000 °� ° o� 00 e ° � Rz N 14 5,500 �ba �� o gym/ o° �� \\ 5�% O /eq v 15 � rsrs�\G °4,500 ° y�� N89°43'39'W OQ� N89°43'39"W 110.5416 4r500 'I 50.00' SA °p" (110.96') 1 7 4,500 �9�° O°. SQ9° h° p/ 0,.\�O,`��t`\ OP (N89°58'25"W) \ \\ SE CORNER LOT 53 F�, 18 4,500 r �s°��8 F, �s°°,� `\ C �S g ° I � WEST RIDGE FIFTH ADDITION A 19 5'500 FNDY2'IRON PIPE W1 -0 AAYELLOW PLASTIC CAP#8033 20 5,500 4(0oo II I 21 4,500 �� o' s90. �• �o° 'ps gs o �' 22 4,500 �� `� j P `� � 0 0 2s .Oo 23 5,000xc 24 5,000 \; A i _ O oo / OS2, �P• / O TRACT 'A' 35,095 `o\ °'°oBo SQ° � TRACT 'B' 16,215 �� h�aoo x, CD CO � /eo°o° J % �� �O S°o,�F /� i pJ ! N TRACT 'C' 3,09 �'�°0 �`'� \\ sgAo �� / o° o CO 2 9 J pP Z Q �O gOQ ph�oo 0�•�orL 23°° o /ry LO cl) I U Dnp I ^S�S� / I / I 'j, 9 0 00� 70 oN POINT OF COMMENCEMENT o E`4 CORNER SEC.5 T88N R13W 01 FOUND'MAG'SPIKE IN ASPHALT o APPROX.S LINE OF NE%SEC 5-88-13 _ — — n6 — DOC#2020-00008448 I 0 id o_ �v c LINCOLNSHIRE ADDITION FINAL PLAT CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA . LEGEND: N GOVERNMENT CORNER MONUMENT FOUND I hereby certify that this land surveying document was prepared G . Hp and the related survey work was performed by me or under GOVERNMENT CORNER MONUMENT SET 1/2"x 30" Q1G\CEv my direct personal supervision and that I am a duly Licensed cz REBAR w/YELLOW PLASTIC ID CAP #22634 Professional Land Surveyor under the laws of the State of Iowa. Cl- FOUND 1" PINCHED PIPE UNLESS OTHERWISE NOTED -0 22634 CIC Marc C. Hood er, PLS date SET 1/2" x 30" REBAR w/YELLOW PLASTIC y p 1 ID CAP #22634 O Iowa License Number 22634 M License Renewal Date is December 31, 2020 a ( ) RECORDED AS SCALE 1"=so' mss /OWA JQ, Y DRAWNSJC SHEET1OF 1 ALL BEARINGS ARE THE RESULT OF G.P.S. OBSERVATIONS USING IOWA REGIONAL o so' /OVAL LANA 9 Pages or sheets covered by this seal: THIS SHEET DATE PROJECT NO. Lo COORDINATE SYSTEM ZONE 5 USING IOWA DOT REAL TIME NETWORK. 06-29-2020 5774.05 Page 485 of 547 Pre ared by. Richard R.Morris 620 Lafayette Street Ste.300 PO Box 178 Waterloo IA 50704 319 234-1766 DEED OF DEDICATION OF LINCOLNSHIRE ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA KNOW ALL MEN BY THESE PRESENTS: That Midwest Development Co.,an Iowa corporation,with its principal office in Cedar Rapids, Iowa, being desirous of setting out and platting into lots and streets the land described in the attached Certificate of Survey by Mark C.Hoodjer,a professional land surveyor,dated the 14th day of February, 2020, do by these presents designate and set apart the aforesaid premises as a subdivision of the City of Waterloo, Iowa, the same to be known as: LINCOLNSHIRE ADDITION IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA, all of which is with the free consent and the desire of the undersigned and the undersigned do hereby designate and set apart for public use the streets and avenues as shown upon the attached plat. EASEMENTS The undersigned do hereby grant and convey to the City of Waterloo,its successors and assigns, and to any private corporation,firm or person furnishing utilities for the transmission and/or distribution of water,sanitary sewer,storm sewer,drain tile,surface drainage,gas,electricity,communication service or cable television, perpetual easements for the erection, laying, building, and maintenance of said services over,across,on and/or under the property as shown on the attached plat. No building structures, landscaping structures,private gardens or any other possible obstruction can be placed in the easements. Any and all drainage easements leading to the SWMA("Tract "B" - Storm Water Maintenance Area )shall be such that no building structures,fence structures,landscaping structures,private gardens or any other possible obstruction can be built in or over said drainage easements. Owner and/or contractors working on the real estate will be responsible to maintain said easements to be free and clear of any physical obstructions thus allowing the conveyance of overland storm water runoff as intended to the Storm Water Maintenance Area. Page 486 of 547 RESTRICTIONS Be it also known that the undersigned do hereby covenant and agree for themselves and their successors and assigns that each and all of the residential lots in said subdivision be and the same are hereby made subject to the following restrictions upon their use and occupancy as fully and effectively to all intents and purposes as if the same were contained and set forth in each deed of conveyance or mortgage that the undersigned or their successors in interest may hereinafter make for any of said lots and that such restrictions shall run with the land and with each individual lot thereof for the length of time and in all particulars hereinafter stated, to-wit: 1. Any dwelling that shall be erected on any lot, other than a corner lot, shall have a minimum setback from the front of the lot line of 25 feet as indicated on the plat. For any dwelling that shall be erected on a corner lot,the short lot frontage length shall be considered the lot frontage and have a setback of 25 feet, while the long lot frontage length shall be considered the side frontage and have a setback of 20 feet. No building shall be erected nearer to an interior sideline than 5 feet nor shall the combined interior sideyard distances for each lot be less than 10 feet. 2. Although lots in said Addition may be split or divided in any fashion to provide for more lot area when added to an adjoining lot,no dwelling shall be built or maintained on any partial lot unless said partial lot is combined with an adjoining lot or partial lot so that the resulting lot has no less frontage than the smallest lot as indicated on the plat. 3. No buildings or structure not attached to the original structure shall be constructed upon any lot or combination of lots in this subdivision, with the exception of a gazebo which has been approved in accordance with Paragraph 21 hereof. Sheds may be permitted but only if size,design,and materials are approved in writing by the developer. After completion of all houses in the plat,approval for a shed not previously approved by the developer shall be approved by the Association. 4. No trailer,basement,tent,shack,garage or barn erected in said Addition shall at any time be used as a residence,temporarily or permanently,nor shall any residence of a temporary character be permitted on any lot in said Addition. 5. Midwest Development Co.shall construct only one-and two-family dwellings on the lots in this subdivision. One-unit bi-attached dwellings(two-family dwellings)may be constructed on Lots 11 through 24 in this subdivision. One-family dwellings shall be constructed on Lots 1 through 10. 6. No single family dwelling shall be constructed,permitted or occupied on any lot herein having square footage floor space, designed, intended and constructed for living quarters,which space shall not include cellars,attics,garages,breezeways,porches,stoops,and other such non-living areas,of less than the following requirements: A, 1,000 square feet for single story houses. B. 1,000 square feet for split level houses. C. 1,000 square feet for two-story houses. D. Each single family residence shall have a minimum of a two-car attached garage with a minimum of 400 square feet. 2 Page 487 of 547 7. No one-unit bi-attached dwellings (two-family condominiums) shall be constructed, permitted or occupied on any lot herein having square footage floor space, designed, intended and constructed for living quarters, which space shall not include cellars, attics, garages, breeze ways, porches,stoops,and other such non-living areas,of less than 1,000 square feet per side;two-car attached garages with minimum of 400 square feet. The center line and the dividing wall of the one-unit bi- attached dwelling built on a lot as set forth herein shall be built on the center line of the lot in question. Each owner of a bi-attached dwelling in one-unit bi-attached dwellings (two-family condominiums) property shall be bound and governed by the following requirements: A. Each owner shall be solely responsible for the maintenance,repair of the center or common wall(hereinafter"dividing wall")constructed between the two units, including fireproof sheetrock, and adjacent structure on the property owned by that owner, including the roof,foundation and sidewalls,on that owner's side of the dead air space in the dividing wall in accordance with the accepted construction methods and in compliance with all applicable building codes and ordinances,including but not limited to the fire code requirements of the City of Waterloo. Each owner shall be responsible for one-half of any required maintenance or repair of the common foundation wall, common area of the dividing wall and common area of the roof,and all such maintenance and repair shall be done in a workmanlike fashion. Neither owner shall make any modification to or allow deterioration of,the walls,foundations,roof or building on that owner's side of the dividing wall, which would create a fire hazard or diminish the fireproofing or structural integrity of the one-unit bi-attached dwelling as a whole. B. If either owner fails or refuses to perform its duties as set forth in this Paragraph 7 of the Deed of Dedication,the other party,may,upon thirty(30)days'written notice, undertake to perform that maintenance or repair at that owner's own expense and shall have a right of reimbursement from the other owner for the reasonable cost of that maintenance or repair which may be enforced by the owner in incurring the expense as allowed under Iowa law,through legal action, in which event the defaulting owner shall be liable for all related reasonable attorney's fees and court costs. C. Any dispute concerning the interpretation or enforcement of this Paragraph 7 in the Deed of Dedication concerning the enforcement of the provisions of one-unit bi-attached dwellings shall be submitted for mediation upon the written request of either owner. If the owners cannot otherwise agree on a mediator,each owner shall nominate one mediator and the name of the mediator to conduct the mediation shall be drawn by lot. The cost of mediation shall be assessed one- half to each owner. D. In the event of damages to the one-unit bi-attached dwelling,each party shall be required to repair, rebuild his or her half of the one-unit bi-attached dwelling within a reasonable period of time, unless within thirty (30) days of the occurrence of the damages,both owners agree in writing not to repair or rebuild. The provisions of this paragraph of the Deed of Dedication shall run with the land upon which the one- unit bi-attached dwelling is located and shall be binding on all subsequent owners of the individual one- unit bi-attached dwelling on said lots. 3 Page 488 of 547 8. The owner of each lot, vacant or improved, shall keep his lot or lots free of weeds and debris. Further,the owner and/or occupant of each lot shall jointly and severally be responsible to keep in good order or to maintain the area between the curbline and the property line abutting his property including keeping said area free of holes,pitfalls, stumps of trees, fences,brick, stone, cement or other monument-type mail boxes, stakes,post or rods to which a metal,plastic or similar receptacle designed to hold newspapers are affixed,private irrigation or sprinkler systems,retaining walls,landscaping brick, block,stone,timber or other similar material,or any other similar obstructions. Owner shall comply with all requirements of the US Post Office for mail receptacles. All mailboxes shall be clustered or grouped for the units, and shall be placed between the curb line and the property line abutting the lots. The area around said mailboxes shall be kept free and clear by the owner of the lots on which said mailboxes are located. Location of the clustered mailboxes shall be reviewed and approved by the City of Waterloo, Iowa. 9. No obnoxious or offensive trade or activity shall be carried on upon any lot nor shall anything be done thereon which may be or become an annoyance or nuisance to the neighborhood. 10. All approaches and driveways in said Addition shall be paved with concrete. 11. No dwelling on any lot in said Addition shall be occupied until the exterior is completed and finished and the interior substantially completed and finished. 12. No old or used buildings shall be moved upon any of the lots in said Addition for any purpose. 13. All electrical distribution lines and service entrances, all telephone lines and services therefor, all cable TV/fiber optic cable and service therefor, and all other utilities of whatever kind or nature shall be installed underground on all lots in said Addition. 14. No dog compound, enclosure, shelter, storage outbuilding,playhouse, or wood pile for firewood shall be constructed, used or maintained within ten feet of any lot line nor shall they exceed eight feet in height on any of said lots. All outbuilding exteriors shall be approved by the developer in writing prior to start of construction. 15. A perpetual easement is reserved along the lot lines of said lots as shown by the recorded plat for storm water drainage and utility installation and maintenance. There shall be no fences, buildings, large plantings or other obstructions upon or under the property covered by these easements, so that access is available for any equipment and/or persons necessary for the construction, reconstruction or maintenance of said utilities and/or drainage ways. 16. No radio station or short-wave operators of any kind shall operate from any lot which shall cause interference with audio or visual reception upon any other lot. Antennas are permitted if attached to the structure and do not extend more than eight feet above the peak of the home. All other antennas, satellite TV dishes in excess of 24 inches in diameter, poles for radios, and windmills are prohibited. 17. No motor home or recreational vehicle,trailer of any kind,whether camping,boat,house, utility or otherwise, shall be parked or kept for more than a 48 hour period on any street,driveway or on the lot in said Addition. Any such vehicle must be stored inside the garage. 4 Page 489 of 547 18. No bus,semi-tractor,trailer or truck of any kind,except what is commonly described as a "pickup truck", shall be kept or parked on any lot or street in said Addition;provided,however,that this prohibition shall not apply to such vehicles driven in said Addition in pursuit of and in conducting their usual business. 19. No shrubs or trees shall be planted so as to infringe upon adjoining property lines based on maximum expected growth and shall be maintained so as not to infringe. 20. Each person or entity who is a record owner of a fee or undivided fee interest in any lot shall be a member of the Association to be known as Lincolnshire Homeowners Association. This shall not be construed to include persons or entities who hold an interest merely as security for the performance of an obligation. There shall be one vote per lot and each lot owner shall be a member of the Homeowners Association. Membership shall be appurtenant to and may not be separated from ownership of any lot; ownership of such lot shall be the sole qualification of membership. The purpose of Lincolnshire Homeowners Association shall be to maintain the common areas and green spaces of the entire development, including but not limited to Tract "B" marked as Storm Water Maintenance Area, and such other activities as set forth in the Articles of Incorporation and Bylaws of the Association. Such ownership and maintenance shall include, but not be limited to, mowing, watering, including upkeep of Tract B. Initially, the developer, Midwest Development Co. shall perform the actual construction duties to establish the common areas, green spaces, entrance and surrounding access area as to their lots. The homeowner's responsibility for these areas shall begin when the developer, Midwest Development Co. notifies the Homeowners Association that they are turning over the responsibility of those areas to the Homeowners Association. The annual dues for the Association shall initially be set at$100.00 per lot for lots 1-10 per year and$50.00 per lot for lots 11-24 per year both beginning January 1, 2020. The Association shall have the ability and authority to adjust annual dues as it deems appropriate to carry out the maintenance duties described above. The developer, Midwest Development Co. shall have no responsibility for annual association dues. 21. No building or structure shall be erected or placed on any lot in this subdivision until the building plans,and plot plan, showing all buildings,fences,patios,and pools,and showing the location thereof,and side yard distances,rear yard distances,front yard distances,driveways,and walkways,and type of construction have been approved in writing as to conformity and harmony of external design and quality workmanship and materials with existing structures in the subdivision by Midwest Development Co. 22. All of the provisions hereof shall be enforceable by appropriate legal proceedings by any present or future owner of the legal or equitable title to any lot in said subdivision. Invalidation of any one or more of the within restrictions by judgment or decree of court shall not be regarded as affecting the validity of any of the other provisions hereof,nor shall any judicial determination with respect to any of the restrictive provisions hereof be regarded as affecting the validity or sufficiency of this instrument as a deed of dedication of said plat, all of which such other provisions shall remain in full force and effect. 23. The undersigned and all persons and corporations hereafter requiring any right,title or interest in any of the lots in said subdivision shall be taken and held to have agreed and covenanted with the owners of all other lots in this subdivision and with the respective successors and assigns of all ofthe 5 Page 490 of 547 rest of such other lots to conform to and observe all of the foregoing covenants, restrictions and stipulations as to the construction of building thereon for a period of twenty-one(2 1)years from the date of filing of said plat and this deed of dedication for record. Within the period of twenty-one(2 1)years and in accordance with Iowa Code Chapter 614.24 and 614.25 (2019 Code of Iowa)or their successor provisions,these covenants,restrictions and stipulations shall be automatically extended for an additional period of twenty-one(2 1)years upon compliance with Chapter 614.24 and Chapter 614.25 of the 2019 Code of Iowa. In the event an extension of the covenants,restrictions and stipulations is not filed within the period of twenty-one (2 1) years or successive 21-year period, then the covenants, restrictions and stipulations contained herein shall terminate at the end of the existing period of twenty-one(2 1)years. 24. If the parties hereto or any of them or their heirs or assigns shall violate or attempt to violate any of the covenants or `restrictions herein, it shall be lawful for any other person or persons owning property in said Addition to prosecute any proceedings at law or in equity against the person or persons violating or attempting to violate any such covenants or restrictions and for the purpose of preventing such acts or to recover damages for such violation, or both, and for costs and reasonable attorney's fees as determined by the Court and not the statute. 25. No animals, livestock, or poultry of any kind shall be raised, bred or kept on any lot, except that two dogs or cats maximum,or other household pets are allowed and then only if they are not kept, bred or maintained for any commercial purposes. Such animals shall be kept under control so as not to constitute a public nuisance and must be kept in compliance with applicable zoning laws and regulations of the City of Waterloo, Black Hawk County, Iowa. 26. Upon the sale of a lot, owner shall take responsibility for any erosion control issues, certifications and/or requirements of the Iowa Department of Natural Resources. 27. All buildings erected on any lot in said Addition shall be constructed in accordance with the Building, Plumbing and Electrical Codes of the City of Waterloo, Iowa. PUBLIC IMPROVEMENTS REQUIRED BY PLAT The undersigned do hereby dedicate and set apart to the public and for the public's use all streets shown and laid out on the attached plat,subject to the easements set forth herein,and do further agree as follows: A. Midwest Development Co. shall with respect to the street marked Tract "A" known as Lincolnshire Road shown on the attached plat will be brought to City grade and will be thirty-one (3 1) feet, back of curb to back of curb; said street with approved hard surface pavement in accordance with City of Waterloo Standard Specifications. B. That sanitary sewer, together with the necessary manholes and sewer service lines to all lots in the plat, will be provided. C. That underground utilities,as required by the Subdivision Ordinance of the City of Waterloo, Iowa, shall be installed. 6 Page 491 of 547 D. That the city water will be provided to all lots as required by the Waterloo Water Works. E. That municipal fire hydrants will be provided as required by the Waterloo Public Safety Department. F. That storm sewer will be provided as specified by the City Engineer. G. That handicap ramps will be provided as required by law. H. That as to the other lots, a four(4) foot wide concrete sidewalk four(4) inches thick and a concrete surface or hard surface entrance will be installed during or immediately after the construction of the residence on any particular lot, or within five(5)years after the date the plat is filed in the office of the Recorder of Black Hawk County,whichever is sooner and that the sidewalk be across the full length of the lot and on corner lots also, across the parking and full length of the lot. In the event that the City is required to construct the sidewalk as permitted by subparagraph J, a lien or liens may only be imposed against the lot or lots which require city construction and no others in the subdivision. 1. That the work improvements called for herein shall be in accordance with the specifications of the City of Waterloo, Iowa, and performed under the supervision of the City Engineer. In the event that the developer, Midwest Development Co., its grantees and assigns fail to complete the work and improvements called for herein within two (2) years from the date of the acceptance of said final plat by each developer by the City of Waterloo, Iowa, the City may then make the improvements and assess the costs of the same to the lots owned and platted by the developer. The undersigned,for themselves,their successors, grantees and assigns, waive all statutory requirements of notice of time and place of hearing and agree that the City may install said improvements and assess the total costs thereof against the respective lots. J. That the City may perform said work, levy the cost thereof as assessments, and the undersigned agree that said assessments so levied shall be a lien on the respective lots with the same force and effect as though all legal provisions pertaining to the levy of such special assessments have been observed, and further authorize the City Clerk to certify such assessments to the County Auditor as assessments to be paid in installments as provided by law. K. The subdivision plat, to conform with approved construction plans which meet the specifications of the City of Waterloo, Iowa. Such required public improvements shall meet the following requirements: (a) Shall be constructed and installed in a good and workmanlike manner; (b) Shall be free of defects in workmanship or materials; (c) Shall be free of any conditions that could result in structural or other failure of said improvements; 7 Page 492 of 547 (d) Shall be constructed and installed in accordance with the design standards and technical standards established for such public improvements by the City and by Waterloo Water Works; (e) Shall be constructed and installed in strict compliance with the minimum acceptable specifications for the construction of public improvements set forth in the Waterloo Code of Ordinances and as such specifications shall be recommended for approval by the City Engineer from time to time, and approved by the city council. 28. The developer, Midwest Development Co., states: A. That this plat and development shall comply with the R-P Planned Residential Zoning District Classification Regulations. 29. Notwithstanding anything contained in the Deed of Dedication to the contrary, any assessment made under the Deed of Dedication shall not be a lien against any property described herein unless and until the City of Waterloo records with the Black Hawk County Recorder a "Notice of Assessment Lien"which notice shall describe the property against which the lien attaches in the amount of said lien. 30. All subsequent owners of lots in the subdivision shall be obligated to meet any requirements imposed by the Commissioners of the Black Hawk County Conservation District or any other governmental agency, by the authority of Chapter 161A, Code of Iowa,pertaining to soil erosion control plans for certain land distributing activities. This covenant shall be perpetual and not be governed by the provisions of Paragraph 23 of this Deed of Dedication. SIGNED and DATED this day of , 2020. MIDWEST DEVELOPMENT CO. By Kevin Fittro, Vice President STATE OF IOWA ) ss COUNTY OF BLACK HAWK ) This instrument was acknowledged before me on 2020, by Kevin Fittro as Vice President of Midwest Development Co. Notary Public in and for the State of Iowa 8 Page 493 of 547 CONTRACT This Agreement entered into this day of 2020, by the City of Waterloo, Iowa,hereinafter referred to as First Party and Midwest Development Co.,hereinafter referred to as Second Party. THAT WHEREAS,the Second Party has filed with the City Planning,Programming and Zoning Commission of the City of Waterloo,Iowa,a final plat which must be approved by the City Council of Waterloo,Iowa;and WHEREAS,said addition is to be known as Lincolnshire Addition;and WHEREAS,it is the desire of the City Council of the City of Waterloo,Iowa,that sanitary sewers,storm sewers, curb and gutter, street paving and concrete street paving and concrete sidewalks be installed throughout said addition and that the streets in said addition be brought to grade acceptable to the Council of the City of Waterloo, Iowa, and that all work above referred to be done under the supervision and direction of a civil engineer registered in the State of Iowa;and WHEREAS, Second Party is unable to complete the installation of said above referred to improvements and the grading of the streets in said addition at this time and desires,in lieu of completion of said improvements to enter into this Agreement with the City of Waterloo, Iowa, providing for the completion of said improvements within a fixed period of time. NOW, THEREFORE, it is agreed as follows: that in consideration of the approval by the City Council of the ' City of Waterloo, Iowa, of the above-described final plat, Second Party at its sole expense, agrees to bring the streets in said addition to such grade as is now or shall hereafter be established by the City Council and the City Engineer of Waterloo, Iowa, and to install and construct throughout said addition the sanitary sewers, storm sewers, curb and gutter, street paving and concrete sidewalks, all in accordance with the preliminary plat, heretofore filed with the City Planning, Programming and Zoning Commission and with the City Clerk of Waterloo, Iowa, and it is further agreed that the actual construction of said improvements shall be done in the manner provided by law and in accordance with the City Ordinances pertaining thereto and under the supervision of a civil engineer registered in the State of Iowa. IT IS FURTHER AGREED,that concurrently with the execution of this Contract Second Party has executed and caused to be filed with the City of Waterloo, Iowa, his request for sanitary sewer, storm sewer, curb and gutter, street paving and sidewalk construction Petition and Waiver of Notice,Hearing and Assessments thereon for the sole purpose of allowing the City of Waterloo to proceed to construct the said public improvements and assess the costs thereof against the benefited party of the addition in the event that Second Party fails to comply with the provisions of this Contract. IT IS FURTHER AGREED, that said improvements shall be completed no later than the day of 2020,and the City of Waterloo is hereby specifically authorized to proceed to have any improvement covered by this Agreement completed any time after said date. WITNESS our signatures hereto this day of ,2020. MIDWEST DEVELOPMENT CO. CITY OF WATERLOO,IOWA By: By Quentin M.Hart,Mayor SECOND PARTY ATTEST: By. Leann Even,City Clerk FIRST PARTY Page 494 of 547 PETITION AND WAIVER THIS AGREEMENT made and entered into by and between the City of Waterloo, Iowa, hereinafter called the City,and the undersigned property owners in said City,hereinafter called the Property Owners,WITNESSETH: WHEREAS, each of the Property Owners is respectively the owner of the tracts of real estate set opposite their names;and WHEREAS,the City proposes to construct street and utility improvements in said City;and WHEREAS, the undersigned Property Owners desire that the improvements be constructed to benefit their respective properties hereinafter described opposite their names,the general description and location of said improvements being as follows: See attached Exhibit"A" The properties to be assessed are described as follows: See attached Exhibit"B" NOW,THEREFORE BE IT AGREED AMONG THE PARTIES HERETO AS FOLLOWS: As soon as practicable the City shall have the right to cause said above-described improvements to be constructed in accordance within all respects, with such plans and specifications for the above-described improvements as it shall deem appropriate. The construction of said improvements shall be under the supervision of an engineer to be selected at the discretion of the City. For the purpose hereinbefore set out, the City may elect to enter into contract for the construction of said improvements as a part of the contract for a public improvement project made pursuant to advertisement for bids done prior to the receipt of this instrument by the Council,if authorized by Section 384.41(2)of the City Code of Iowa. In consideration of the construction of the said improvement,the undersigned Property Owners hereby waive the Resolution of Necessity and publication of Notice thereof, the Resolution ordering the work, the advertisement for bids, and the publication of Notice thereof, and all other legal formalities of whatsoever kind or character required by the laws of Iowa to be observed by cities in the construction of said improvements where the expense of such improvements is to be assessed again the abutting or adjacent property. The undersigned Property Owners each and all hereby expressly waive each and every question of jurisdiction,the intention of the Property Owners being to authorize and direct said City to construct the said improvement without any of the formalities or legal proceedings required of cities by the statutes of Iowa in constructing said improvements. The express intention of each of the undersigned Property Owners being that said above-described improvements shall be constructed as aforesaid as if each and every legal requirement pertaining thereto was fully and faithfully observed and performed. It is further agreed that said City may make a contract for construction of the above-described improvements,as herein provided and that when said improvements have been constructed in accordance with the plans and specifications for the said improvements,to be adopted by the Council,that said City by and through its Council may make assessments against the properties of the undersigned Property Owners for the entire cost of the construction of said improvements, including the cost of engineering, supervision,and preparation of assessment schedule, and that said assessments so made shall be a lien upon the properties hereinafter described of the undersigned Property Owners,and each of the undersigned Property Owners hereby agrees to pay the amount which is thus assessed against his property, and said assessment shall have the same legal force and effect as if all the legal formalities provided by law in such cases had been fully and faithfully performed and observed. Each of the undersigned Property Owners hereby expressly waive every objection to said assessment. Said assessment shall be paid by the undersigned Property Owners within the time provided by the laws of Iowa for the payment of special assessments for such improvements. Page 495 of 547 The amount and proportion of the cost of said improvements,to be paid by the several Property Owners,shall be ascertained and determined by the Engineers and by them reported to the City Council which shall make such changes or alterations in said assessment as should be made and when said assessments are finally passed by the Council and by it levied, they shall constitute the assessments against the said properties in all respects and with all the effect that they would have pertaining to public improvements to be paid for by special assessments, had been fully observed. Said assessments shall be paid by the undersigned Property Owners within the time provided by law for the payment of special assessments for such improvements, and improvement bonds may be issued by the City payable out of said assessments. Said Property Owners hereby authorize the Council of the City of Waterloo, Iowa, to pass any Resolution requisite or necessary to order and secure said improvements,to provide for the construction of the same and to make the assessments herein provided for,without further notice to said Property Owners,or any of them, and any such Resolution may contain recitals that said improvements are ordered or made by the Council without petition of property owners, without in any way qualifying this petition or releasing the Property Owners from their obligation to pay the assessments levied against their property for the cost of said improvements. Each Property Owner warrants that his real estate described below is free and clear of all liens and encumbrances other than for ordinary taxes,except for such liens as are held by lienholders hereinafter listed and designated as signers of this Petition and Waiver. Each Property Owner further agrees to subordinate the sale of any part of his said property to the terms of this Petition and Waiver,and,upon failure to do so,to pay the full amount of the assessment on demand. Property Owners agree that this Petition and Waiver shall be effective and binding from and after the approval hereof by resolution of the City Council. IN WITNESS WHEREOF, we have hereunto affixed our signature this day of 2020. MIDWEST DEVELOPMENT CO. (Property Owner) By: Kevin Fittro STATE OF IOWA ) ss: COUNTY OF BLACK HAWK ) On this day of ,2020,personally appeared Kevin Fittro to me known to be the person named in"and who executed the foregoing instrument and acknowledged that he executed the same as his voluntary act and deed. Nwwy Public in and for the State of Iowa 2 Page 496 of 547 LG OF WATERLOO , IOWA 12—NOINd EERING DEPARTMENT 715 Mulberry St. c Waterloo, IA 50703 •Phone(319)291-4312 Fax(319)291-4262 Email:city.en-ineer@waterloo-ia.ora JAMIE KNUTSON,PE e Cin,Engineer June 30, 2020 Aric Schroeder, City Planner Planning, Programming & Zoning Commission Waterloo City Hall Waterloo, IA 50703 RE: FINAL PLAT LINCOLNSHIRE ADDITION 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. Sincerely Dennis J. entz, P.E. Assistant City Engineer NVE'RE WORKING FOR YOU! Page 497 of 547 An Equal Opportunity/Affirmative Action Employer Pictures — NW of 3520 Ansborough ,F a�. Photo looking west from Lincolnshire Road Looking southeast from Lincolnshire Road just south of Meadow Lane. to the east side of the church. I J I Ai Looking southeast from the north end of Lincolnshire has fire hydrants on both the Lincolnshire toward the church property. north and south ends of the street. Page 498 of 547 u , t �E R R E Looking northwest from the north dead end Looking north along Lincolnshire Road past of Lincolnshire Road. Meadow Lane. At r Looking northeast from the north dead end Looking northwest along Lincolnshire Road. of Lincolnshire Road. Page 499 of 547 .:> 1'o/ Looking northwest from the south end of Looking north from the dead end of dead end of Lincolnshire Road. Lincolnshire Road. s r e� rM R n Looking north from the south dead end of Looking southeast from the south dead end Lincolnshire Road. of Lincolnshire Road. Page 500 of 547 Looking south/southeast along Monticello Looking southwest from the parking lot of Avenue from Lincolnshire Road. the church. P w A J 4 M Looking west from the parking lot of the Looking northwest along Meadowview Lane church toward the homes along Monticello from Lincolnshire Road. Ave. Page 501 of 547 r ' Looking northwest from the parking lot of the church toward Lincolnshire Road and Meadowview Lane. H Looking from Ansborough toward Lincolnshire Road and Monticello Avenue. Page 502 of 547 CITY OF WATERLOO PLANNING AND ZONING COMMISSION REQUEST FOR PLATTING (FINAL) 1. APPLICATION INFORMATION: a. Applicant's Name (please print): WIck f3(e4A(' Address: .5106 orilc- Dr. Phone: 31q - 266 -_02s8 city: &Afi - F ils State: /,4 Zip: X0613 Email: t1bre-wpl (9 G*!�s consv4atnir-Cowl b. Status of Ap licant: (a) Owner (b) Other x (CHECK ONE): If other explain: iri i nww-.r' c. Property Owners Name if different than above (please print): A41dwesi- De vAvpnne4+ t','A' - Address: N// P, s+ Ave-_ 5t _ Phone: City: &44c gv,-C[j State: 1A Zip: 52 q b 1 2. PREPARER INFORMATION: a. Preparer's Business Name (please print): E!?jtreers Primary Preparer's Name: J/;ck Ja,.e-r Phone: 266- p2S8 E-mail: I1 bre wry c.a cornsu 1+ari ft - tom 3. PROPERTY INFORMATION: a. Name of Plat: 1_i!XeJnsh)m b. General Location of Property:_Rp_tbree.n 4e4Jo&,1 Ln I 1M01n+i;Ce,E10 Ls. c. Area of Proposed Plat: y.32 gy, d. Area of Proposed Plat to be dedicated/conveyed to the City: 0.81 qG e. Value of area to be dedicated/conveyed to the City: 2SS, en _ f. Zoning District(s): R-I Rpci Ja -F 1 4. OTHER DOCUMENTATION: a. Date of Preliminary Plat Approval: P&Z 4/7/202D City Council 11/13/2-020 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 $ 112,173 Sanitary Sewer $ 44, 365 Paving $ 109, Cqq Land Dedicated $ 10,000 TOTAL $ 255,$$2 4 &I5S The Request Fee of$215 + $10 per lot (payable to the City of Waterloo) is required. This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said request to be approved. Any major change in any of the information given will require that the request go back through the process, with a new Request Fee. The undersigned certify under oath and penalty of perjury that all information on this request and submitted along with it is true and correct. All information will be used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in making their decision. The undersigned authorize City Zoning Officials to enter the property in question in regards to the request. it,5_ 6,2. Signature of Applicant Date Signture of Owner Date Page 503 of 547 CERTIFICATE OF SURVEY I, Marc C. Hoodjer, a duly Licensed Land Surveyor in the State of Iowa, do hereby certify that I have made a survey of property to be known as: "Lincolnshire Addition" Section 5-T88N-R13W,Waterloo, Black Hawk County, Iowa SAID PROPERTY IS LEGALLY DESCRIBED AS: PARCEL"B",AS RECORDED ON 12/18/2019 ON INSTRUMENT#2020-11128, OF THE NORTHEAST FRACTIONAL QUARTER OF SECTION 5,TOWNSHIP 88 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL MERIDIAN, IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. THIS PARCEL CONTAINS 4.32 ACRES MORE OR LESS. G Cl- HOO� Marc C. Hoodjer, PLS ate Iowa License Number 22634 22634 My license renewal date is December 31, 2020. p SOW P L LOW Page 504 of 547 Description Parcel B: THAT PART OF THE NORTHEAST FRACTIONAL QUARTER OF SECTION 5,TOWNSHIP 88 NORTH, RANGE 13 WEST OF THE FIFTH PRINCIPAL MERIDIAN, IN THE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SECTION 5,TOWNSHIP 88 NORTH, RANGE 13 WEST OF THE WEST FIFTH PRINCIPAL MERIDIAN, THENCE NO-07'58"E 329.48 FEET ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 5,THENCE N89°43'39"W 50.00 FEET TO THE SOUTHEAST CORNER OF LOT 53 WEST RIDGE FIFTH ADDTION TO THE CITY OF WATERLOO IN SAID SECTION 5; THENCE CONTINUING N89°43'39"W 110.54 FEET ALONG THE SOUTH LINE OF SAID LOT 53,THENCE N48°58'30"W 265.02 FEET ALONG THE SOUTHEASTLY LINE OF SAID WEST RIDGE FIFTH ADDTION TO THE POINT OF BEGINNING; THENCE S40°58'56"W 584.62 FEET TO A POINT ON THE NORTHEASTERLY LINE OF LOT 47 OF WEST RIDGE FOURTH ADDITION TO THE CITY OF WATERLOO IN SAID SECTION 5; THENCE N49°04'50"W 310.00 FEET ALONG THE NORTHEASTLY LINE OF SAID WEST RIDGE FOURTH ADDITION TO THE NORTHEASTERLY CORNER OF LOT 48 OF SAID WEST RIDGE FOURTH ADDITION AND SOUTHEASTERLY CORNER OF LOT 21 OF WEST RIDGE THIRD ADDITION TO THE CITY OF WATERLOO IN SAID SECTION 5;THENCE N40°58'56"E 639.82 FEET ALONG THE SOUTHEASTERLY LINE OF SAID WEST RIDGE THIRD ADDITION TO THE SOUTHWESTERLY CORNER OF LOT 49 OF SAID WEST RIDGE FIFTH ADDITION; THENCE S49°03'06"E 125.00 FEET TO THE SOUTHEASTERLY CORNER OF SAID LOT 49; THENCE S40°58'56"W 54.79 FEET ALONG THE EXISTING RIGHT OF WAY OF LINCOLNSHIRE ROAD IN SAID WEST RIDGE FIFTH ADDITION; THENCE S48°58'30"E 185.00 FEET ALONG THE SOUTHWESTERLY LINE OF SAID WEST RIDGE FIFTH ADDITION TO THE POINT OF BEGINNING. PARCEL CONTAINS 4.32 ACRES. Page 505 of 547 From: KELLEY FELCHLE To: ARIC SCHROEDER;Nancy Hiabv Cc: NOEL ANDERSON;PATTIE MAGEE Subject: RE:Lincolnshire Addition documents Date: Wednesday,September 30,2020 5:24:00 PM Attachments: imaae003.ono Aric, Thanks for the update. Nice to hear that they have the improvements complete and that the terms are satisfied. We are going to add the contract along with this email string to the council record folder so that we have a paper trail for the contract. To help us help Planning,we ask that documents requiring Mayor/Clerk signature note"and authorize(insert individual)to execute said document'. It is also helpful to have the contract uploaded separate from the other supporting documentation. Kelley Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. UV From:ARIC SCHROEDER<ARIC.SCHROEDER@WATERLOO-IA.ORG> Sent:Wednesday,September 30,2020 2:55 PM To:Nancy Higby<Nancy.H igby@WATERLOO-IA.ORG>;KELLEY FELCHLE<KELLEY.FELCHLE@WATERLOO-IA.ORG> Cc:NOEL ANDERSON<NOEL.ANDERSON@WATERLOO-IA.ORG>;PATTIE MAGEE<PATTIE.MAGEE@WATERLOO-IA.ORG> Subject:RE:Lincolnshire Addition documents All, I will not be sending any action to approve the contract/petition/waiver documents that SHOULD have gotten approved as part of approval of the final plat. I had started drafting a Novus transmittal to do so,but it turns out the public improvements are already built,and will SOON be going to Council for action to accept the improvements. The purpose of a contract/petition/waiver as part of approval of a final plat is when there are planned to be public improvements(sewer,roads,etc.)that are not yet built at the time the final plat is being approved. As soon as the Council takes action to accept the improvements,the contract/petition/waiver is a moot point. Thanks, ARIC A.SCHROEDER City Planner City of Waterloo Community Planning and Development 715 Mulberry Street Waterloo,IA 50703 Phone:(319)291-4366 Fax:(319)291-4262 www.ci.waterloo.1a.us From:NOEL ANDERSON<NOEL.ANDERSONPWATERLOO-IA.ORG> Sent:Wednesday,September 30,2020 2:25 PM To:ARIC SCHROEDER<ARICSCHROEDER(@WATERL00-IA.ORG> Subject:FW:Lincolnshire Addition documents I think you took care of this? Noel Anderson Page 506 of 547 Community Planning&Development Director City of Waterloo Community Planning&Development Department City Hall 715 Mulberry Street Waterloo,Iowa 50703 Phone:319.291.4366 Fax:319.291.4262 Cell:319.290.6357 Email:noeLanderson(a)waterloo-ia.ora City website:www.citvofwaterlooiowa.com Brownfields website:www.thenewwaterloo.com "Can't fail is arrogance. Won't fail is confidence."—Lord John Roxton From:PATTIE MAGEE<PATTIE.MAGEE PWATERLOO-IA.ORG> Sent:Monday,September 14,2020 3:05 PM To:NOEL ANDERSON<NOEL.ANDERSONCa)WATERLOO-IA.ORG>;ARIC SCHROEDER<ARIC.SCHROEDER(@ WATER LOO-IA.ORG> Subject:FW:Lincolnshire Addition documents It seems like changes are needed???? Pattie From:Nancy Higby<Nanc)I.Higbv(caWATERLOO-IA.ORG> Sent:Monday,September 14,2020 12:20 PM To:PATTIE MAGEE<PATTIE.MAGEE(DWATERLOO-IA.ORG> Subject:Lincolnshire Addition documents Hi Pattie, I'm returning the documents you left for Kelley to route for the Lincolnshire Addition. I double checked that agenda from 7/13/20 but the resolution did not state there was a contract to approve and one was not attached. Therefore Council did not have the opportunity to review the contract and ask questions if desired. Also,code also requires that council must authorize the Mayor to sign documents. We found an example on 10/21/19 that you may want to review for comparison purposes. Please add this item to next week's agenda(9/21)and scan the documents into Novus. I'll get them routed following that meeting. Let us know if you have any questions. Nancy Page 507 of 547 CITY OF WATERLOO Council Communicatiou Resp ltttiaa approrutg a request by CGA EDgufeering on beliAlf of SCS Properties,LLC-to appeavt the Final Plat of Village 1Fest 3rd AddniosL a 2 lot conunemial wbdiiisiou,located noro%vost of 1850 N%resr FLidgammy Avenue,and authorize the Mayor and City Clerk to execute all necessary docunmits. Cit•Council Meeting!10_''1-10.14 Prepared:10 9=019 RE[TE%1TRS: Dq-trent Retaiett'er Action Date PlV=8&Zoning Schroeder.Anc Approved 10,16 2019-10:11 Atli Cttrk OfFtce Elim.LeAnn Approved 10,10209-10:44AM AA3rTACMMN'M; Dewriplion Type Q =E=13 Cover-Mento 6 Qa-e ma—% p Cover-VRmo 6 A.rill V ap Cover Memo 0 Final Plat Sheri 1 Cov,?r Memo 4 Final Plat Sheat= Cover 44ettt0 D Eur Le3tzr Cover Mmo fD Cesil3cate of sun:e_s• Cover memo Q Q=d o[Ndic Cover Memo D P tit=aud)!V Urrr Cowr.LSemo 0 -%, Z0 1 CnntracK Cover Memo D SigaM Eayment Corer Memo 0 Applin-t- C'ovar Memo FLes-ahilion Appret•ing A reaon behalf of SCS Prap� .J,j•.C.ro apm6Y'L SL"13JECT: the Final Plat of Viillage West 3rd Addition a 2 lot commercial subdivision.looted uwthn est of 1 S50 west R'dgoay-&u=.And anchorize the Mayor auk}•Clerk ro QMFtc all 11csc9rarys(Q0un0ts. Subautted by: Submitted Sy:Noel AudrrsrnL C'oiruntuiin,•Piaauuitsz and Develnprnent DLy= Nancy Higby Administrative Secretary to the City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 Ph:319-291-4522 Ext.3000 Fx:319-291-4571 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. qV Page 508 of 547 PETITION AND WAIVER THIS AGREEMENT made and entered into by and between the City of Waterloo, Iowa,hereinafter called the City,and the undersigned property owners in said City,hereinafter called the Property Owners,WITNESSETH: WHEREAS, each of the Property Owners is respectively the owner of the tracts of real estate set opposite their names;and WHEREAS,the City proposes to construct street and utility improvements in said City;and WHEREAS, the undersigned Property Owners desire that the improvements be constructed to benefit their respective properties hereinafter described opposite their names,the general description and location of said improvements being as follows: See attached Exhibit"A" The properties to be assessed are described as follows: See attached Exhibit"B" NOW,THEREFORE BE IT AGREED AMONG THE PARTIES HERETO AS FOLLOWS: As soon as practicable the City shall have the right to cause said above-described improvements to be constructed in accordance within all respects,with such plans and specifications for the above-described improvements as it shall deem appropriate. The construction of said improvements shall be under the supervision of an engineer to be selected at the discretion of the City. For the purpose hereinbefore set out, the City may elect to enter into contract for the construction of said improvements as a part of the contract for a public improvement project made pursuant to advertisement for bids done prior to the receipt of this instrument by the Council,if authorized by Section 384.41(2)of the City Code of Iowa. In consideration of the construction of the said improvement,the undersigned Property Owners hereby waive the Resolution of Necessity and publication of Notice thereof, the Resolution ordering the work, the advertisement for bids, and the publication of Notice thereof, and all other legal formalities of whatsoever kind or character required by the laws of Iowa to be observed by cities in the construction of said improvements where the expense of such improvements is to be assessed again the abutting or adjacent property. The undersigned Property Owners each and all hereby expressly waive each and every question of jurisdiction,the intention of the Property Owners being to authorize and direct said City to construct the said improvement without any of the formalities or legal proceedings required of cities by the statutes of Iowa in constructing said improvements. The express intention of each of the undersigned Property Owners being that said above-described improvements shall be constructed as aforesaid as if each and every legal requirement pertaining thereto was fully and faithfully observed and performed. It is further agreed that said City may make a contract for construction of the above-described improvements, as herein provided and that when said improvements have been constructed in accordance with the plans and specifications for the said improvements, to be adopted by the Council,that said City by and through its Council may make assessments against the properties of the undersigned Property Owners for the entire cost of the construction of said improvements, including the cost of engineering, supervision, and preparation of assessment schedule,and that said assessments so made shall be a lien upon the properties hereinafter described of the undersigned Property Owners,and each of the undersigned Property Owners hereby agrees to pay the amount which is thus assessed against his property, and said assessment shall have the same legal force and effect as if all the legal formalities provided by law in such cases had been fully and faithfully performed and observed. Each of the undersigned Property Owners hereby expressly waive every objection to said assessment. Said assessment shall be paid by the undersigned Property Owners within the time provided by the laws of Iowa for the payment of special assessments for such improvements. Page 509 of 547 The amount and proportion of the cost of said improvements,to be paid by the several Property Owners,shall be ascertained and determined by the Engineers and by them reported to the City Council which shall make such changes or alterations in said assessment as should be made and when said assessments are finally passed by the Council and by it levied, they shall constitute the assessments against the said properties in all respects and with all the effect that they would have pertaining to public improvements to be paid for by special assessments, had been fully observed. Said assessments shall be paid by the undersigned Property Owners within the time provided by law for the payment of special assessments for such improvements, and improvement bonds may be issued by the City payable out of said assessments. Said Property Owners hereby authorize the Council of the City of Waterloo, Iowa, to pass any Resolution requisite or necessary to order and secure said improvements,to provide for the construction of the same and to make the assessments herein provided for,without further notice to said Property Owners, or any of them, and any such Resolution may contain recitals that said improvements are ordered or made by the Council without petition of property owners, without in any way qualifying this petition or releasing the Property Owners from their obligation to pay the assessments levied against their property for the cost of said improvements. Each Property Owner warrants that his real estate described below is free and clear of all liens and encumbrances other than for ordinary taxes,except for such liens as are held by lienholders hereinafter listed and designated as signers of this Petition and Waiver. Each Property Owner further agrees to subordinate the sale of any part of his said property to the terms of this Petition and Waiver,and,upon failure to do so,to pay the full amount of the assessment on demand. Property Owners agree that this Petition and Waiver shall be effective and binding from and after the approval hereof by resolution of the City Council. IN WITNESS WHEREOF, we have hereunto affixed our signature this - day of 2020. MIDWEST DEVELOPMENT CO. {Pro7evin w r) 13y: Fittro STATE OF IOWA ) ss: COUNTY OF BLACK HAWK ) On this day of 1 GT ,2020,personally appeared Kevin Fittro tome known to be the person named iwand who executed Yhe foregoing instrument and acknowledged that he executed the same as his voluntary act and deed. *ERR ary Not NO.11215731 "inandState of Iowa Zo Arl 2 Page 510 of 547 CONTRACT This Agreement entered into this day of , 2020, by the City of Waterloo, Iowa,hereinafter referred to as First Party and Midwest Development Co.,hereinafter referred to as Second Party. THAT WHEREAS,the Second Party has filed with the City Planning,Programming and Zoning Commission of the City of Waterloo,Iowa,a final plat which must be approved by the City Council of Waterloo,Iowa;and WHEREAS,said addition is to be known as Lincolnshire Addition;and WHEREAS,it is the desire of the City Council of the City of Waterloo,Iowa,that sanitary sewers,storm sewers, curb and gutter, street paving and concrete street paving and concrete sidewalks be installed throughout said addition and that the streets in said addition be brought to grade acceptable to the Council of the City of Waterloo, Iowa, and that all work above referred to be done under the supervision and direction of a civil engineer registered in the State of Iowa;and WHEREAS,Second Party is unable to complete the installation of said above referred to improvements and the grading of the streets in said addition at this time and desires,in lieu of completion of said improvements to enter into this Agreement with the City of Waterloo, Iowa,providing for the completion of said improvements within a fixed period of time. NOW, THEREFORE,it is agreed as follows: that in consideration of the approval by the City Council of the ` City of Waterloo, Iowa, of the above-described final plat, Second Party at its sole expense, agrees to bring the streets in said addition to such grade as is now or shall hereafter be established by the City Council and the City Engineer of Waterloo, Iowa, and to install and construct throughout said addition the sanitary sewers, storm sewers, curb and gutter, street paving and concrete sidewalks, all in accordance with the preliminary plat, heretofore filed with the City Planning, Programming and Zoning Commission and with the City Cleric of Waterloo, Iowa,and it is further agreed that the actual construction of said improvements shall be done in the manner provided by law and in accordance with the City Ordinances pertaining thereto and under the supervision of a civil engineer registered in the State of Iowa. IT IS FURTHER AGREED,that concurrently with the execution of this Contract Second Party has executed and caused to be filed with the City of Waterloo, Iowa, his request for sanitary sewer, storm sewer, curb and gutter, street paving and sidewalk construction Petition and Waiver of Notice,Hearing and Assessments thereon for the sole purpose of allowing the City of Waterloo to proceed to construct the said public improvements and assess the costs thereof against the benefited party of the addition in the event that Second Party fails to comply with the provisions of this Contract. IT IS FURTHER AGREED, that said improvements shall be completed no later than the day of ,2020, and the City of Waterloo is hereby specifically authorized to proceed to have any improvement covered by this Agreement completed any time after said date. WITNESS our signatures hereto this day of�)&pbo jM �,f" ,2020. MIDWEST DEVELOPMENT CO. CITY OF WATERLOO,IOWA By: By: Quentin M.Hart,Mayor SECOND PARTY ATTEST: By: Leann Even,City Clerk FIRST PARTY Page 512 of 547 CITY OF WATERLOO Council Communication Resolution approving Supplemental Agreement No. 4 to a Professional Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, orginally executed August 18, 2014, in an amount not to exceed $169,500, in conjunction with the Dry Run Creek Interceptor Project, Contract No. 877, and authorizing the Mayor to execute said documents. City Council Meeting: 7/13/2020 Prepared: 7/1/2020 ATTACHMENTS: Description Type ❑ Council Memo Cover Memo ❑ Agreement Backup Material Resolution approving Supplemental Agreement No. 4 to a Professional Services Agreement with AECOM Technical Services. Inc., of Waterloo, SUBJECT: Iowa, orginally executed August 18, 2014, in an amount not to exceed $169,500, in conjunction with the Dry Run Creek Interceptor Project, Contract No. 877, and authorizing the Mayor to execute said documents. Submitted by: Submitted By:Matthew Hosford, Collections System Project Director Recommended Action: Approve supplemental Agreement. Expenditure Required: $169,500.00 Source of Funds: Sewer Funds. Page 513 of 547 CITY OF WATERLOO , IOWA WASTE MANAGEMENT SERVICES DEPARTMENT • 3505 Easton Ave. • Waterloo, IA 50703 • Phone(319)291-4553 Date: July 1, 2020 To: Waterloo Mayor and City Council From: Matthew Hosford, P.E., Waste Management Services Re: Resolution Approving Supplemental Agreement No.4 with AECOM Technical Services, Inc. for the Dry Run Creek Interceptor Project (Contract No. 877) Background Discussion The Dry Run Creek Interceptor Project was initially conceived in 2014. Supplemental Agreement No. 1 for Construction Related Services (CRS) was approved in 2016. The project then went through various design changes and a lengthy permitting process requiring Supplemental Agreements No. 2 and 3. The construction contract was awarded to Boomerang Corporation of Anamosa, Iowa in December of 2019. The scope of the project has grown since the Supplemental Agreement No. 1 was approved. As such, Supplemental Agreement No. 4 will allow AECOM to provide construction services to the completion of this critical collection system improvement project. Dry Run Creek Interceptor benefits the City of Waterloo twofold as it takes flow off Service Area 19, which was identified as an area that requires attention due to high flow rates, and it prepares the City for future growth and economic development in the Dry Run Interceptor catchment area. Recommended Action It is recommended that the City Council support the resolution to approve Supplemental Agreement No. 4 with AECOM in the amount of$169,500.00. Page 514 of 547 _ AECOM 319-232-6531 tel C0m 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo,Iowa 50703 www.aecom.com CITY OF WATERLOO DRY RUN CREEK INTERCEPTOR CONSTRUCTION-RELATED SERVICES SUPPLEMENTAL AGREEMENT NO. 4 WHEREAS, a Professional Service Agreement was entered into by the City of Waterloo, Iowa, (Client), 715 Mulberry Street, Waterloo, Iowa, and AECOM Technical Services, Inc. (ATS), 501 Sycamore Street, Suite 222, Waterloo, Iowa, dated August 18, 2014, for design of the Dry Run Creek Interceptor, and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 1 on May 16, 2016, for providing construction-related services for the project and State Revolving Fund application assistance; and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 2 on August 20, 2018, for design and construction-related services for the installation of a stand-by emergency generator to provide the electrical requirements for the City of Waterloo's Hawkeye Lift Station as part of the Dry Run Creek Interceptor project; and WHEREAS, the Client and ATS entered into Supplemental Agreement No. 3 on March 4, 2019, for upgrading the design of the Dry Run Creek Interceptor project to accommodate greater wastewater flows from potential development within the collection area; and WHEREAS, the Client and ATS now desire to enter into Supplemental Agreement No. 4 for additional construction-related services. NOW THEREFORE, it is mutually agreed to amend the original Professional Service Agreement as follows: I. Project Description The Dry Run Creek Interceptor Project includes construction of pumping station, force main and sanitary sewer along the San Marnan corridor. The project will provide capacity for continuing to expand the area south of San Marnan Drive and also re-direct flow from the current Tower Park Pumping Station out of Service Area No. 19 to reduce some overloading in the 91h Street corridor. The new pumping station will replace the Tower Park Station. The new force main will take flow from the pumping station to the east along San Marnan Drive (about 2,700 LF) to a gravity sewer system along San Marnan Drive (about 8,500 LF), which will flow east and connect to the existing sanitary sewer along Hess Road. The project provides numerous benefits for economic development and improves flow conditions in a portion of the system which currently experiences overloading during wet- weather flows. This project was first designed and permitted in 2015. After 2015, the City pursued utilizing State Revolving Fund (SRF) as the funding source for the project. The project has had several redesigns since that time that include doubling the capacity of system to allow for more growth in the area served, adding emergency power to Hawkeye Lift Station, revisions required to comply with the updated code requirements in later years and SRF requirements. During the easement acquisition phase, there were a number of items required by one of the landowners that led to some additional design revisions for the project. In addition, during the bidding period, additional soil borings were acquired to further determine the amount of rock removal needed to build the project. Page 515 of 547 AECOM Page This project is currently under construction. This supplemental agreement will provide additional construction-related services required for the larger project. II. Scope of Services The Scope of Services will encompass and include detailed work, services, materials, equipment, personnel and supplies necessary to provide additional construction-related services and engineering assistance for the current project to the City under the SRF process. The Scope of Services is further defined as follows: Task 1 - Submittals. Review shop drawings and other submittals as required of the Contractor by the contract documents for conformance with the design concept of the project and compliance with the information given in the contract documents. Task 2 - Horizontal and Vertical Control. Provide horizontal and vertical control for the project including: • Grade Stakes - Alignment and grade for pumping station, force main and sanitary sewer. • Construction Limits - Identify where needed. Property staking and surveys are not included with the scope of this item. Task 3 - Project Intentions. Answer design interpretation questions from the Client, Contractor, review staff and appropriate agencies. Task 4 - Contractor Payment Applications. Process monthly applications for payment submitted by the Contractor and forward to the Client for execution with recommendations for approval and payment. Task 5 - Field Testing Conformance Review Assistance. Witness/provide, where applicable, field testing of the facilities furnished under the contract to assist in determining conformance with the contract documents. Task 6 - Site Visits by Design Personnel. Visit the construction site by design personnel at appropriate stages of construction to review the quality of the work and to determine, in general, whether the work conforms to the contract documents. Task 7 - Change Order Preparation and Processing. Assist the Client and Contractor in preparing and processing contract change orders. Task 8 - Field Observation. Provide periodic field observation during construction to review the work of the Contractor to determine if the work is proceeding in general accordance with the contract documents and that completed work appears to conform to the contract documents. Staffing requirements may be adjusted during the project in relation to the level of construction activity. Task 9 - Conformance Updates to Client as Needed. Report to the Client any work believed to be unsatisfactory, faulty or defective or does not conform to the contract documents, and advise Client of any work that should be corrected or rejected. Task 10 - Evaluate Contractors Suggestions for Modifications. Consider and evaluate Contractor's suggestions for modifications and report them with recommendations to the Client. Task 11 - Maintain Files During Project. Maintain files for correspondence, reports of the job conferences, shop drawings and sample submissions, reproductions of original contract Page 516 of 547 �Com Page 3 documents including addenda, change orders, field modifications, additional drawings issued subsequent to the execution of the contract, Engineer clarifications and interpretations of the contract documents, progress reports and other project-related documents. Task 12 - Operation and Maintenance Manuals. Compile Equipment Manufacturer's and Vendors Operation & Maintenance (O&M) material from Contractor and distribute two sets of O&M manuals to the Client at the completion of the project. Task 13 - Start-Up Traininq Coordination. Coordinate and attend one-day training and start-up sessions by Contractor and equipment manufacturer(s) to orient Client's operating personnel in operation of the facilities. Task 14-Review of Project. Participate in a review of the project with the Client and review staff near project completion and prepare a list of items to be completed or corrected. Task 15 - Field Observation of Completed Project. Participate in a field observation of the completed project with the Client and review staff before a final application for payment is processed for the Contractor. Task 16 - Revised Plans Showing Changes Made During Construction. Provide the Client with a copy of revised drawings of the construction plans for the project based on the construction observation records of the review staff and Contractor showing those changes made during construction considered significant. Task 17 - Documentation Close-Out. Assist the Client with the final close-out documentation from the Contractor. III. Compensation Compensation for the above services will be on an hourly basis in accordance with Part VI of the original agreement and shall be integrated with the fees in Supplemental Agreement Nos. 1, 2 and 3. The estimated fee is One Hundred Sixty-Nine Thousand Five Hundred Dollars ($169,500.00). IV. In all other respects, the obligations of the Client and the Consultant shall remain as specified in the Professional Services Agreement dated August 18, 2014. IN WITNESS WHEREOF, the parties hereto have executed this Supplemental Agreement No. 4 as of the dates shown below: AECOM TECHNICAL SERVICES, INC, By vDate Jul 8. 2020 Douglas W. S el, P.E. Associate Vice President APPROVED FOR CLIENT: By: Date 0:\Administration\AGREE\SUPPLE\SA4 Waterloo Dry Run Creek CRS.doex Page 517 of 547 CITY OF WATERLOO Council Communication Resolution approving Addendum No. 3 to the Professional Services Agreement with Robinson Engineering Company, of Independence, Iowa, originally executed July 30, 2018, in an amount not to exceed $13,570, in conjunction with the Westdale Subdivision Swale Project, and authorizing the Mayor to execute said document. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type ❑ Westdate Bioswale_addendum no 3 Backup Material Resolution approving Addendum No. 3 to the Professional Services Agreement with Robinson Engineering Co=ma of Independence. Iowa, SUBJECT: originally executed July 30, 2018, in an amount not to exceed $13.570, in conjunction with the Westdale Subdivision Swale Project, and authorizing the Mayor to execute said document. Submitted by: Submitted By:Wayne Castle, PLS, PE,Associate Engineer Recommended Action: Summary Statement: $16,340.00(original contract) 2,300.00(addendum) Expenditure Required: 2,300.00(addendum 2) 13,570.00 (addendum 3) _ $34,510.00(modified contract amount) Source of Funds: Storm Water Fees Page 518 of 547 Robinson Engineering Company Consulting Engineers Westdale Subdivision Swale Design Waterloo,Iowa Addendum No. 3 WHEREAS, City of Waterloo and Robinson Engineering Company entered into a contract dated July 30, 2018 for the design of the Westdale Subdivision Swale in Waterloo,Iowa. WHEREAS, City of Waterloo and Robinson Engineering Company desire to amend the previous agreement to make the following revisions to the contract. NOW THEREFORE, it is mutually agreed to amend the original Consultant Agreement as follows: 1. Scope of Services The scope of services is amended to add additional design time to the contract since SRF Sponsored Projects funding has been obtained for this project. This time is needed to comply with DNR regulations. A detailed scope is attached to this document as Attachment A. Il. Compensation The additional work will be completed for the following cost: $13,570.00 Compensation details are attached to this document as Attachment A. The compensation for this supplemental agreement is to be integrated with that covered under the original contract. III. In all other respects,the obligations of City of Waterloo and Robinson Engineering Company shall remain as specified in the Original Contract dated July 30,2018,and all addendums. IN WHITNESS WHEREOF,the parties hereto have executed this Addendum No. 3 as of the dates shown below. OWNER: ENGINEER: City of Waterloo Robinson Engineering Company By: Quentin M. Hart By: Monica Smith,PE Title: Mayor Title: President ATTEST: Kelley Felchle, CMC City Clerk Scope of Services—Assembling Sponsored Projects Application for SRF Page 519 of 547 1. Initiation Meeting: Attend the initiation meeting with SRF staff and City of Waterloo staff. Time: 2 hours 2. Design Concept: Attend a site visit of the project area with DNR and City of Waterloo staff to review the project site per project specs. Provide a report detailing the Westdale Bioswale. This report will provide details covering the preliminary size of the practice,the location and drainage area information. The report will be reviewed by City of Waterloo staff and then submitted to the SRF technical advisor&project manager for review,comment and approval. Time: 10 hours 3. Schedule of Work& Communication Plan: A schedule of work will be established for this project and submitted to City of Waterloo personnel,the SRF technical advisor and the SRF Project manager. A specific schedule will be created and submitted to all project participants. A project communication plan will be created with the help of City of Waterloo staff and submitted to the SRF staff. This will detail all the ways that stakeholders will be kept informed as the project progresses through design and construction. Time: 2 hours 4. 30%Plan Review: The 30%plans will be reviewed by City of Waterloo staff and then submitted to SRF staff for review. A report will accompany the plans addressing the items included in the SRF Project Milestone Checklist. Any comments that are received from this review will be incorporated into the plans or a written reason for not incorporating the comments will be provided. Time: 10 hours 5. 60%Plan Review: The 60%plans will be reviewed by City of Waterloo staff and then submitted to SRF staff for review. This will include submitting a completed design review checklist for the bioswale and addressing any other design requirements listed in the SRF Project Milestone Checklist. Any comments that are received from this review will be incorporated into the plans or a written reason for not incorporating the comments will be provided. If required,the 60% plans will be resubmitted after incorporating any comments from the initial review into the plans. Time: 30 hours 6. Permit Application: The bioswale project will be reviewed to determine if any additional permitting will be required. At this time,it is anticipated that only a Storm Water Pollution Prevention Plan will be needed for the Westdale Bioswale. Time: 4 hours 7. Bond Counsel Contact: We will work with the City of Waterloo staff to coordinate with the bond counsel to ensure that the necessary steps to amend the CWSRF loan to include the sponsored project are completed in a timely manner. Time: 2 hours 8. Estimate of Sponsored Funding Available: An estimate of available sponsored project funds will be requested from IFA to ensure that the projects can be completed within the budget. Time: 2 hours 9. Pre-Bid Plans Review: The pre-bid plans(90%Plans)will be reviewed for constructability by City of Waterloo staff and then submitted to SRF staff for review. This review will include construction plans and specifications. A maintenance plan for the bioswale will be created and submitted for review with the pre-bid plans and specifications. Time: 20 hours 10. Final Plans Review: Final plans will be created and submitted for review by City of Waterloo staff and SRF staff. These plans will incorporate any comments received from the pre-bid plan review. The specifications will include SRF front-end documents, completed IDALS design review checklists,bid item spreadsheets, any required permits, a bid-letting schedule, and a signed maintenance plan. Time: 8 hours 819 Second Street NE,Independence, IA 50644—Phone: 319-334-7211 Page 520 of 547 11. Bidding Procedures Approved by Bond Counsel: The bid letting procedures will be supplied to the Bond Counsel for their review. Time: 2 hours 12. Bid Letting and Document Review: Bid documents approved by SRF staff will be submitted to the City of Waterloo staff for bidding. The bid letting must comply with State bidding laws. The bid letting will be scheduled and opened during a city council meeting. Bid tabulations will be created and submitted to City of Waterloo staff for their use. Bid documents will be reviewed by SRF staff who will review the letting information within 5 business days of the bid opening. Time: 10 hours 13. Loan Amendment Application: The consultant will help City of Waterloo staff to compile all the information needed to create and amend the original loan application with the SRF Sponsored Projects information. Time: 2 hours 14. Construction Observation: Once a notice to proceed has been issued to the selected contractor, a pre-construction meeting will be held for all involved(including the City of Waterloo staff, Sponsored Project Staff, consultant and contractor). The consultant will provide construction inspection services during the duration of the construction project. Our staff will aide City of Waterloo staff in assembling cost estimates for payment to the contractor and estimates for payment from the IFA. A final inspection will be scheduled for all parties involved in the project. Once all items of note have been addressed,the SRF project manager will issue a letter/email stating that construction has been satisfactorily completed. Time: 10 hours+Previous contract 15. Loan Closeout: The consultant will aide City of Waterloo staff to assemble the final paperwork for the project. Once all paperwork has been completed and approved the IFA will make the final loan disbursement. Time: 4 hours Total Project Hours: 118 hours Project Costs: Project Costs from Westdale Bioswale Project: Final Design Costs $2,060.00 Construction Inspection and Survey $6,100.00 Previous Contract Remaining Funding $8,160.00 Project Costs for SRF Project Funding: 118 hours @$115.00/hr $13,570.00 Additional Funding Required $13,570.00 819 Second Street NE,Independence, IA 50644—Phone: 319-334-7211 Page 521 of 547 CITY OF WATERLOO Council Communication Resolution approving Supplemental Agreement No. 2, to the Professional Services Agreement with HR Green, Inc., of Cedar Rapids, Iowa, originally executed April 6, 2020, in an amount not to exceed $30,015, in conjunction with the FY 2021 Shaulis Road Reconstruction- Hess Road to Hwy. 218 Project, Contract No. 1020, and authorizing the Mayor to execute said document. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 ATTACHMENTS: Description Type o Cont 1020—Amendment#2 Backup Material Resolution approving Supplemental Agreement No. 2, to the Professional Services Agreement with HR Green, Inc.. of Cedar Rapids, Iowa. originally SUBJECT: executed April 6, 2020, in an amount not to exceed $30.015, in conjunction with the FY 2021 Shaulis Road Reconstruction- Hess Road to Hwy. 218 Project, Contract No. 1020, and authorizing the Mayor to execute said document. Submitted by: Submitted By:Matt SchindeL Associate Engineer Summary Statement: See attached agreement for Scope of Services Source of Funds: GO Bonds Background Information: Page 522 of 547 HRGreen® HR GREEN, INC. PROFESSIONAL SERVICES AGREEMENT AMENDMENT NO. 2 THIS AMENDMENT, made this 7th day of July, 2020 by and between, City of Waterloo the CLIENT, and HR GREEN, INC. (hereafter "COMPANY"), for professional services concerning: Shaulis Road Landscape Design hereby amends the original Professional Services Agreement dated April 6, 2020 as follows: The CLIENT and COMPANY agree to amend the Scope of Services of the original Professional Services Agreement and previous amendments as follows: See Attachment A COMPANY Project Number: 190428.02 The CLIENT and COMPANY agree to amend other provisions of the original Professional Services Agreement and previous amendments as follows: N/A In consideration for these services, the CLIENT AGREES to adjust the payment for services performed by COMPANY on the following basis: ® Per current rate schedule with the maximum fee to be increased by thirty thousand and fifteen Dollars ($ 30,015.00) The total authorized compensation after this Amendment, including the original Professional Services Agreement and all previous Amendments, is six hundred sixty-four thousand, two hundred Dollars and seventy-five Cents ($ 634,185.75) THIS AMENDMENT is subject to all provisions of the original Professional Services Agreement. THIS AMENDMENT, together with the original Professional Services Agreement and all previous amendments represents the entire and integrated AGREEMENT between the CLIENT and COMPANY. THIS AMENDMENT executed the day and year written above. City of Waterloo, Iowa HR GREEN, INC. James E. Halverson °1,°`� R`�° - °`-SM" . By: Quentin Hart, Mayor By: James E. Halverson, Vice President Date: Date: Version2.0 12172018 \\hrg reen.com\H RG\Data\2019\190428.02\Admin\Contract\Client\Amend02\sa2-200707- WaterlooShaulisLandscapeDesign.docx Page 523 of 547 Contract Amendment 2 Attachments Shaulis Road Preliminary and Final Design HR Green#190428.02 Page 1 of 3 ATTACHMENT A - SCOPE OF SERVICES The following tasks will be added to the Scope of Services to be performed by the COMPANY: Due to the desire to include a lighted landscape feature within the roundabout at the intersection of Shaulis Road and Hess Road landscape design and lighting design are required. The following tasks will accomplish this goal. Task L— LANDSCAPE DESIGN Perform the design of landscape and monument signs to be placed in the center of the Shaulis Road and Hess Road intersection roundabout(RAB). 1. Preliminary Landscape Design Conduct a virtual kickoff meeting with City staff to further define the design goals regarding the monument sign and materials. Develop a preliminary landscape design for the RAB. Develop a preliminary opinion of construction cost for the landscaping design. Submit the preliminary concepts and opinion of cost to the City staff for review. Conduct a virtual meeting with City staff to evaluate preliminary concepts. 2. Final Landscape Design Incorporate the comments/changes from the review meeting into the final landscaping design. Incorporate any comments into the plans and provide construction documents for the landscaping to be included in the roadway project plan set for bidding and construction. Final landscape plans for the roadway and roundabout landscaping along Shaulis Road will include: LANDSCAPE: - Parkway landscaping consisting of turf seeding and native grass seeding. - Roundabout landscaping including shrubs,and/or perennials. - Detailed specifications and a materials schedule will be provided for all landscape materials. HARDSCAPE: - Roundabout/median hardscape consisting of stamp and/or colored concrete. - Decorative masonry wall street sign located in the roundabout will display street names etched in stone. - Construction details,specifications and a materials schedule will be provided for all hardscape materials. ADDITIONAL ITEMS: - Final Opinion of Probable Construction Cost (OPCC) for the improvements based on the Final Landscape Plans. Task M—LIGHTING DESIGN Perform the design of landscape style lighting to illuminate street identification monument signs placed in the center of the Shaulis Road and Hess Road intersection roundabout(RAB). This includes electrical service, controller,and associated conduits/circuitry to serve the lighting. A-1 Page 524 of 547 Contract Amendment 2 Attachments Shaulis Road Preliminary and Final Design HR Green#190428.02 Page 2 of 3 1. Preliminary Design Conduct a virtual kickoff meeting with City staff to further define the design goals regarding the lighting and electrical at the roundabout(RAB). • Discuss the type/style of landscape luminaires to illuminate the monument signs, • Discuss possible location of future street lighting to illuminate the RAB. • Discuss the type of lighting power/controls. Contact and coordinate with the electric utility to establish electrical service for the lighting system. Perform photometric analysis for the monument sign lighting. Develop a preliminary lighting plan, underground circuit,and spare conduits for the RAB. Develop a preliminary opinion of construction cost for the lighting system. Submit the preliminary plans and opinion of cost to the City staff for review. Conduct a virtual meeting with City staff to discuss the design and gather any comments or desired changes. 2. Final Design Incorporate the comments/changes from the review meeting into the lighting design. Develop 100%lighting layout plans, details,specifications, and quantities for final review by City staff. Incorporate any comments into the plans and provide construction documents for the lighting to be included in the roadway project plan set for bidding and construction. 3. Bid Phase Services Answer any bidders' questions and provide addenda if necessary to clarify and/or further enhance the bid documents. DELIVERABLES: • Preliminary Plans/Preliminary Concepts(pdf format) - Landscaping Concept of RAB - Preliminary Lighting Plans - Preliminary Opinion of Probable Construction Costs • Final Plans(1 hard copy&pdf format) - Complete set of Final Landscape Plans - Complete set of Final Lighting Plans - Updated Opinion of Probable Construction Costs ADDITIONAL CONDITIONS, UNDERSTANDINGS AND ASSUMPTIONS: The scope of services and estimated effort is based on the following assumptions concerning the project's situation and associated design elements: • The scope includes photometric analysis for the illumination of the street monument signs. Photometric analysis for any street lighting is not included. • At most,two landscape luminaire brands will be included in the design and specifications for the project. The specifications will exclude any brand substitutions. • The lighting plans will be included in and be a part of the roadway plans and will not be bid as a stand- alone plan set. A-2 Page 525 of 547 Contract Amendment 2 Attachments Shaulis Road Preliminary and Final Design HR Green#190428.02 Page 3 of 3 ATTACHMENT B - FEE AND SCHEDULE PROFESSIONAL SERVICES FEE: HRG Labor HRG Expenses Subconsultants Extension TASK L: LANDSCAPING DESIGN $16,335.00 $ .00 $.00 $.00 TASK M: LIGHTING DESIGN $ 13,680.00 $ .00 $ .00 $.00 $30,015.00 $ .00 $.00 $.00 A-3 Page 526 of 547 CITY OF WATERLOO Council Communication An Ordinance amending the 2008 Traffic Code by adding Subsection(274b) Movilla Street, West side of Movilla Street from Stewart Avenue in a Southerly Direction to the Dead End, to Section 551, Parking Prohibited at All Times on Certain Streets. City Council Meeting: 7/13/2020 Prepared: 7/7/2020 ATTACHMENTS: Description Type ❑ ordinance Backup Material Motion to receive, file, consider and pass for the first time, an ordinance amending the City of Waterloo Traffic Code by adding Subsection(274b) Movilla Street. West side of Movilla Street from Stewart Avenue in a SUBJECT: Southerly Direction to the Dead End. to Section 551, Parking Prohibited at All Times on Certain Streets. Motion to suspend the rules. Motion to consider and pass for the second and third times and adopt said ordinance. Submitted by: Submitted By: Sandie Greco, Traffic Operations Director Recommended Action: Adopt Ordinance During games and practices at the Dane Baseball Fields, there is a shop that is open daily at the end of Movilla, where the driveway is blocked by Summary Statement: vehicles of attendees. Mr. Maxon has problems maneuvering his vehicles and equipment in and out of the building and has asked for the City's assistance. There are no houses along this area so no property owners will be affected by this ordinance change. Policy Issue: Strategy 2.2:Enlist all City departments and staff members in efforts to promote a safer community. Page 527 of 547 ORDINANCE NO. AN ORDINANCE AMENDING THE 2008 TRAFFIC CODE BY ADDING SUBSECTION (274b) MOVILLA STREET, WEST SIDE OF MOVILLA STREET FROM STEWART AVENUE IN A SOUTHERLY DIRECTION TO THE DEAD END, TO SECTION 551, PARKING PROHIBITED AT ALL TIMES ON CERTAIN STREETS, AS FOLLOWS: BE IT ORDAINED by the City Council of the City of Waterloo, Iowa: That Subsection (274b) Movilla Street is hereby added to Section 551 Parking Prohibited at All Times on Certain Streets, of the 2008 Traffic Code, as follows: (274b) Movilla Street West side of Movilla Street from Stewart Avenue in a southerly direction to the dead end. PASSED AND ADOPTED by the City Council this 13th day of July, 2020, and approved by the Mayor this 13th day of July, 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk Page 528 of 547 CITY OF WATERLOO Council Communication Motion approving Change Order No. 1 for a net increase of$134,400 to Don Gardner Construction Company of Waterloo, Iowa, in conjunction with the FY2019 Young Arena Roof Replacement Project, Contract No. 998, and authorizing the Mayor to execute said document. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 ATTACHMENTS: Description Type Change Order#1 Young Arena Roof and updated Backup Material Bonds Submitted by: Submitted By: Travis Nichols, Facilities/Project Manager Approve Change Order 1 for an increase in the amount of$134,400 to Don Recommended Action: Gardner Construction Company of Waterloo, Iowa, in conjunction with the FY2019 Young Arena Roof Replacement Project, Contract No. 998. Expenditure Required: Source of Funds: $300,000.00 G.O. Bond Funds Change Order 1 covers cost of alternate Bid 01:East Mechanical Roof Section to include tear off of existing roof system down to concrete deck and replace with 60-mil EPDM single-ply membrane, associated EPDM flashings and all associated work as specified in bid documents. Background Information: Original Bid: $129,360.00 (West Mechanical Roof Section) Change Order 1: 134,400.00 (East Mechanical Roof Section) Total: $263,760.00 Don Gardner Construction Company increased performance and payment bonds to cover additional work. See Attached bonds. Page 529 of 547 A'Benchmark %if INC CHANGE ORDER NO, 1 CONTRACTOR: General Contractor: PROJECT: City of Waterloo Don Gardner Construction FY2019 Young Arena Roof 315 LaPorte Rd. Replacement Project, Waterloo, IA 50702 Contract No. 998 125 Commercial Street Waterloo, Iowa 50703 OWNER: City of Waterloo PROJECT NO: 19WATWATER002C 715 Mulberry Street Waterloo, Iowa 50703 THE CONTRACT SHALL BE CHANGED AS FOLLOWS: 1. Adjust contract to include Alternate Bid 01: East Mechanical Roof Section, work to begin atter 71112020. Tear off existing roof system down to concrete deck. Install self-adhered vapor retarder, insulation in foam adhesive, adhere 60-mil EPDM single-ply membrane, associated EPDM flashings and all associated work as specified. Specifications dated 10/08/2019, and Addendum dated 11/04/2019 will be followed. JUSTIFICATION: The owner has received funding to add the East Mechanical Roof Section to the contract,At the Owner's request, this Change Order has been created. ORIGINAL CONTRACT SUM $129,360.00 PREVIOUS CHANGE ORDERS $0.00 CURRENT CONTRACT SUM $129,360.00 THIS CHANGE ORDER $134,400.00 NEW CONTRACT SUM $263,760.00 NEW DATE OF SUBSTANTIAL COMPLETION 10/15/20 OWNER: CONSULTANT CONTRACT , City of Waterloo Jason Hackman, RRO Don Gardner Construction Benchmark Inc. DATE: DATE: June 30, 2020 DATE: (a/3dJ�v 6065 Huntington Court NE Cedar Rapids,IA 52402 319.393.9100 319.393.3994 benchmark-inc.com 21 t0 Pewaukee Road,Suite D Waukesha, W153188 319.393.9100 252.549.1308 Page 530 of 547 e RIDER TO BE ATTACHED TO AND FORM PART OF Performance or Payment bond NO SY94237 (Type of Bond) IN FAVOR OF City of Waterloo (Obligee) ON BEHALF OF Don Gardner Construction Company (Principal) IT IS AGREED THAT, in consideration of the original premium charged for this bond, and any additional premium that may be properly chargeable as a result of this rider. 1. The Surety hereby gives its consent to: Increase0 Chan al the Name of the Principal a 9 P El Decrease Change the Address of the Principal Change the Effective Date Change the Expiration Date Other (of) the attached bond FROM: Bond Amount- One Hundred Twenty-nine Thousand Three Hundred & no/100ths ($129,300.00) TO: Bond Amount-Two Hundred Sixty-three Thousand Seven Hundred Sixty & no/100ths ($263,760.00) 4 EFFECTIVE: June 26, 2020 2. PROVIDED, however, that the attached bond shall be subject to all its agreements, limitations, and conditions except as herein expressly modified, and that the liability of the Surety under the attached bond and under the attached bond as changed by this rider shall not be cumulative. 3. Signed, and sealed this 26th day of July 2020 IMT Insurance Company By: Nancy D. Baltuta , Attorney-in-fact Page 531 of 547 i' IMT INSURANCE E E' L POWER OF ATTORNEY Know All Persons By These Presents, that IMT Insurance Company a corporation dttly organized under the laws of the State of lowa, and having its principal office in the City of West Des Moines,County of Polk,State of Iowa,hath made.constituted and appointed,and does by these presents make,constitute and appoint Jeffrey R. Baker, Nancy I). Baltutat, Patrick K. Duff,Mark E. Keairnes, Greg T. LaMair, Joseph I. Schmit, Christopher R. Seiberling, and Jill Shaffer of West Des Moines and State of Iowa its true and lawful Attorney-in-Fact,with full power and authority hereby conferred in its na€t€e,place and stead,to sign,execute,acknowledge and deliver in its behalf as surety any and all bonds,under- takings,recognizances or other written obligations in the nature thereof',subject to the(imitation that any such instruniont shall not exceed the an€ou€tt of: *****Unlimited Amounts***** and to bind IMT Inst€ranee Comp€ttty thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of IMT Insurance Company,and all such acts of said Attorney-iii-Fact,pursuant to the authority herein given,are hereby ratified and i confirmed. This Power-of-Attorney is made and executed prr€•suant to and by authority of the following By-Laws adopted by the Board of Directors of IMT Insurance Company on December 15, 1995, ARTICLE Vlll,SECTION 4, -The President or any Vice President or Secretary shall have the authority to appoint Attorneys In Fact and to authorize them to execute oil behalf of the Company,and attach thereto the Corporate Seal,bonds,undertakings,recognizances,con- tracts of inde€naity or other obligatory writings,excluding insurance policies and endorsements, ARTICLE Vll1,SECTION 5.-The signature orally authorized officer and the Corporate Seal may be affixed by facsimile to any Power i of-Attorney authorizing the execution;unci delivery of any of the instruments described in Article VIII,Section 4 of the By-Laws.Such fid"i€vile signature and seal shall have the sante force and effect as(hough manually affixed. In witness Whereol; IMT Insurance Company has caused these presents to be signed by its President and its corporate sea] to I be hercto affixed,this 26th clay of Jttne 2020 """~•.., IMT Insurance Company �•`�� �� �.•� Scan Kennedy,President STATE OF IOWA ss; COUNTY OF Dallas r rr N Qn this 26th day of Mune 2020 before tile appeared Sean Kennedy,to ale personally known, who being by nae duly sworn did say that he is President of the IMT Insut-ance Con€pony, the corporation described in the foregoing instrument,and that the Seal affixed to the said instrument is the Corporate Seal of the said Corporation and that the said instrument was signed and scaled in behalfofsaid Corporation by authority of its Board of Direetors. In Testimony Whereof,I have hereunto set my hand and affixed my Official Scal at the City of West Des Moines,Iowa,the day and year first above written. o-y- cs TAMI M SODA-GOOD o Commission Number 816549 yy�, x . ., ,. My Co mission Expires Notary Public, Dallas County,Iowa CERTII+ICATE I,Dalene Holland,Secretary of the IiVIFII insurance Company do hereby certify that the above and foregoing is a true and correct copy ofthe POWER-OF-ATTORNEY,exec€€ted by said the IMT Insurance Company, which is still in force and effect. In Witness Whereof, I have hereunto set my hand and affixed the Sea] of the Company oil 26th day of June 2020 V 1 Dalene Holland,Secretary ,.. ^ .. . SY 06 06(01/19) "mow" r^vr Page 532 of 547 CITY OF WATERLOO Council Communication Motion approving Change Order No. 2, for a net increase of$10,892.75, to Peters Construction Corporation, Waterloo, Iowa, in conjunction with the Five Sullivan Brothers Convention Center Exhibition Hall Ceiling Renovation Project, and authorizing the Mayor to execute said document. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 ATTACHMENTS: Description Type Change Order#2 - 5 Bros Exhibition Hall Ceiling Backup Material Renovation Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Summary Statement: Demobilization and re-mobilization, temporary lighting, temporary cooling and life safety for duration of auction event scheduled for July 13-27th. Expenditure Required: $10,892.75 Page 533 of 547 901 Black Hawk Road Waterloo,IA 50701 SPETERS Ph:319.236-2003 CONSTRUCTION CORPORATION Change Request To: I&S Group,Inc. Number: 5 ` is 115 E Hickory Street Date: 716124 Suite 300 Job: 20-044 Five Sullivan Brothers Ceiling i Mankato,MN 56001 Phone: l Ph:507-387-6651 Description: Added Casts and Substantial Completion Extension for Auction in Exhibit Hail and Project Delay We are pleased to offer the following specifications and pricing to make the following changes: Demobilization and remobilization,temporary lighting,temporary cooling and life safety for the duration of event in the exhibition hall that is scheduled July 13-27th Also a new substantial completion date of September 25th due to project delay from chiller project truss reinforcement and shutdown for auction. Pricing does not include moving materials off site. City has stated that they will get the AC unit operational for the event so that pricing has been removed. Description Labor Material Equipment Subcontract Other Price Peters Project Management and General $3,978.00 $3,978.00 Requirements,Demobilization and Remobilization Young Plumbing and Heating-Demobilization $1,262.00 $1,282.00 and Remobilization Young Plumbing and Heating-Man lift pickup $150.110 $150.00 and delivery Continental-Demobilize and Remobilize $1,670.00 $1,670.00 Black Hawk Flectrical-Install temporary $2,270.00 $2,270.00 lighting for auction and remove after auction. Demobilize,Remobilize,and extra lift rental. Subtotal: $9,350-00 Bond and Insurance $9,350.00 1.50% $140.25 Fee on Changes $9,350.00 15.00% $1,402.50 $0.00 Total: $10,892.78 If you have any questions,please contact me at 319-236-2003. Submitted by: Tyler Kramer Approved by: Peters Construction Corp. Date: l' Page 1 of 1 Page 534 of 547 x CITY OF WATERLOO Council Communication 3:50 p.m. Council Work Session, Harold E. Getty Council Chambers City Council Meeting: 7/13/2020 Prepared: Submitted by: Submitted By: Page 535 of 547 CITY OF WATERLOO Council Communication Communication from the Waterloo Police Department on the REVISED notice of the conclusion of employment for Randy Girsch, Police Officer, effective June 4, 2020 with recommendation of approval of payout of$28,675.12 for unused benefits. City Council Meeting: 7/13/2020 Prepared: ATTACHMENTS: Description Type ❑ Revised Payout Randy Girsch Cover Memo Communication from the Waterloo Police Department on the REVISED SUBJECT: notice of the conclusion of employment for Randy Girsch, Police Officer, effective June 4, 2020 with recommendation of approval of payout of $28,675.12 for unused benefits. Submitted by: Submitted By: Page 536 of 547 CITY OF WATERLOO , IOWA CITY HALL 715 MULBERRY STREET 50703 . . Today's Date: 6/5/2020 Effective Date: 6/4/2020 Employment Date: 10/24/2005 To: City Council Members Re: Notice of Severance Department POLICE Job Title/Classification Police Officer This is to report that the employment of Randy Girsch with the City of Waterloo has been severed by reason of: El Retired Disability Related ❑ No E]Yes ❑ Resigned ❑ Termination ❑ Other In accordance with City Policy,it is requested to allow payment which consists of the following: Benefits Total Hours (x)Hourly Rate Total Payout Vacation-Current 224.00 $35.82 $ 8,023.68 Vacation-Accrued 109.41 $35.82 $ 3,919.20 Usable Sick Leave 1 0.00 $35.82 (x)25% $ - Personal Hours 0.00 $35.82 $ - Unscheduled Leave -4.50 $35.82 $ (161.19) Unscheduled Overage 0.00 $35.82 $ - OtherPay 471.62 $3582 $ 16,893.43 Total Payment $ 28,675.12 Comments: Approved by 0. Date CP Human Resourc Date Routing: Original to Human Resources by Department Human Resources will forward original to City Clerk(Copy in Personnel File) Clerk's Office will forward approved form to Department Council Agenda Date: ❑ AS/400 Status/Accruals ❑ 1-9 Page 537 of 547 CITY OF WATERLOO Council Communication Communication from the Engineering Department on the notice of the conclusion of employment for Jeff Bales,Associate Engineer, effective June 19, 2020 with recommendation of approval of payout of$4,558.07 for unused benefits. City Council Meeting:7/13/2020 Prepared: ATTACHMENTS: Description Type ❑ Jeff Bales Payout Cover Memo Communication from the Engineering Department on the notice of the SUBJECT: conclusion of employment for Jeff Bales,Associate Engineer, effective June 19, 2020 with recommendation of approval of payout of$4,558.07 for unused benefits. Submitted by: Submitted By: Page 538 of 547 CITY OF WATERLOO , IOWA CITY HALL 715 MULBERRY STREET 50703 4k a Today's Date: 6/22/2020 Effective Date: Employment Date: 10/24/1989 To: City Council Members Re: Notice of Severance Department Engineering Job Title/Classification Associate Engineer This is to report that the employment of Jeff Bales with the City of Waterloo has been severed by reason of: 0 Retired Disability Related ❑ No dYes ❑ Resigned ❑ Termination ❑ Other In accordance with City Policy, it is requested to allow payment which consists of the following: Benefits Total Hours (x)Hourly Rate Total Payout Vacation W-yre, ,* 119 $ 37.67 $ 4,482.73 Vacation-Current $ - Usable Sick Leave 8 $ 37.67 (x)25% $ 75.34 Frozen Sick Leave I (x)60% $ - Personal Hours 1 $ Comp Time Pay $ Unscheduled Leave $ - OtherPay $ - Total Payment $ 4,558.07 Comments: Approve y Date Huma sourc{s ` Date Routing: Original to Human Resources by Department Human Resources will forward original to City Clerk(Copy in Personnel File) Clerk's Office will forward copy of approved form to Department and Human Resources Updated 6/28/11 Council Agenda Date: ❑ Accruals ❑Status ❑-9 Page 539 of 547 CITY OF WATERLOO Council Communication Historic Preservation Commission minutes of May 19, 2020. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 ATTACHMENTS: Description Type ❑ minutes Cover Memo SUBJECT: Historic Preservation Commission minutes of May 19, 2020. Submitted by: Submitted By: Page 540 of 547 WATERLOO HISTORIC PRESERVATION COMMISSION REGULAR MEETING-May 19, 2020-4:30 P.M. Meeting was held by Zoom online meeting application Ottesen called the regular meeting of the City of Waterloo Historic Preservation Commission meeting to order at 4:30 p.m. Commission Members in attendance electronically were: Ed Ottesen, Mathew Gilbert, Susan Price, Alice Rohret, and Nick Hedrick. Commission Member(s) absent were: Terry Stevens Others Present electornically: Pat Morrissey-City Council Liaison, John Dornoff-Planning Staff, and Ed Gallagher-Grout Liaison. Approval ofAgenda Motion made by Hedrick, seconded by Price to approve the agenda of the May 21, 2020 regular meeting. Motion carried unanimously. Approval of Minutes Motion made by Price, seconded by Hedrick to approve the minutes of the April 21, 2020 meeting. Motion carried unanimously. Oral Presentations No Presentations Hearin,-s No Hearings Building Consultation Annie Gates 305 Prospect Avenue, B-Rated structure. • Has lived in the home for 29 years. • The siding on the building needs to be replaced. • There is currently no vinyl siding on the building. • There is currently wood shake siding on the building • Wood may be damaged beyond repair including water damage. • Rohret noted that she has wood shakes on her home and was able to find them at Menards. • Ottesen noted that the commissions first choice is to replace with identical features, second is to replace with like materials and only if there is no alternatives will commission consider other materials. • Gates will get estimates from contractors then come back to commission. -1- Page 541 of 547 Reports 1. Main Street • There was several signage reviews by the Design Review Committee. • Flowers will be going up next week and there is still a need for sponsors and volunteers to water the them. • Main Street is working with businesses to move forward with each new update on the pandemic. 2. Silos and Smokestacks. No Report 3. Grout Museum • The Garden tour was canceled due to COVID-19 • Hoping to still have the house tour. • St. Patrick's day brunch is now scheduled for September 27tH 4. Building Update No update. 5. Proiect Update • Waiting for a new contract extending the project till December 31St 6. Highland • Nota lot going on due to the COVID-19. 7. Walnut • There has been some break-ins in the neighborhood. • Enjoying the new buildings from habitat. Discussion Items/Possible Action Items 1. HPC Awards Banquet • Discussion on whether to cancel for this year to which the consensus was to go ahead and cancel due to the uncertainties. • Hedrick noted bookings are starting to happen in 2021. • Hedrick said he would take responsibility for next year's banquet and will try to book the Grout for either May 13th or May 20th- -2- Page 542 of 547 2. School Art Proiect • Will need to wait and see what happens with schools for fall as there may only be online school next year. 3. City of Waterloo Budget • Dornoff and Anderson discussed applying for HRDP grant to do the next phase of Triangle but mayor has put a hold on all non-budgeted spending. • Morrissey said that there is concerns about the budget with unknown status from the state, local option, other tax receipts. 4. Preservation Iowa June 4-6 Dubuque • The conference will now be virtual and is only$20 to attend; Dornoff will still be doing a session. 5. City Owned Properties/Demo List • There is nothing to report when it comes to historic preservation. 6. Action Plan • Action plan looks good beyond what has been delayed due to the current situation with COVID-19 Other Discussion: Morrissey asked Dornoff to talk to Anderson about the Dunsmore House as it continues to deteriorate. Dornoff said he is not sure about face to face meetings returning. Adiournment Ottesen adjourned the meeting at 5:15p.m. Respectfully submitted, J� '�"'Ziz / John Dornoff Planner I -3- Page 543 of 547 CITY OF WATERLOO Council Communication Complete Streets minutes of May 19, 2020. City Council Meeting: 7/13/2020 Prepared: 7/8/2020 ATTACHMENTS: Description Type ❑ minutes Cover Memo SUBJECT: Complete Streets minutes of May 19, 2020. Submitted by: Submitted By: Page 544 of 547 Minutes of The City of Waterloo Complete Streets Advisory Committee Meeting May 19, 2020 Meeting of the City of Waterloo Complete Streets Advisory Committee was called to order at 1:30pm May 19, 2020 Chairperson Cass. Due to the COVID-19 epidemic the meeting was held via the Zoom online meeting application. Roll Call: Members present electronically: Felecia Cass, Mohammad Elahi, Ray Feuss, Brian Schoon, Pat Morrissey, Wayne Castle, Codie Leseman, Jessica Rucker, Kevin Blanshan, Janet Buls, and Aric Schroeder. Members absent were: Janet Buls, Paul Huting, Will Frost, Dan Trelka, Jeff Bales, Abraham Funchess, and Greg Young. Other people attending: Larry Wiele, Doug Schindel, and Michelle Sweeney—AECOM;Noel Anderson— Community Planning and Development Director; and John Dornoff—Planning Department. It was moved by Schroeder, seconded by Schoon to approve the minutes of the April 21, 2020 meeting. Motion carried unanimously. AECOM Update University Avenue Update • There is a new Drone video of the University Avenue project. • PCI is using dirt from reducing grade of University Avenue approach to the former Chicago Great Western railroad overpass and using it to build up the former log site. • Once completed there will be an enhanced underpass along the Sargent Road trail at University Avenue. • Projected completion date is anticipated to be November 2021. • Water main work currently going on Greenhill Road at University Avenue but work has not begun on the connection from the University Avenue trail to the Greenhill Road trail. Highway 63 Enhancements • Project has been underway for 3 years • Will be adding colored paving to replace the dirt where US Highway 63 goes under US Highway 218 along with pedestrian lighting. • Looking to help with pedestrian traffic through the area. • Enhancing the sidewalks at Jefferson Street and Commercial Streets. • There will be columns added at the ends of the bridge over the Canadian National tracks. • There will be banners on the light poles over the CN bridge but they will be metal instead of fabric so they should last longer. • Trees were added near Sullivan Park along walkway that leads to the tunnel under the bridge. • The enhancements should be done by next year. • The trail from Newell to Parker was included in original contract but was added to the enhancements. • The project should be let in December. • Trail will be on sidewalks from Franklin to Jefferson with each sidewalk 5' wide. • TAP, and STBG funds were used to pay for the project. • Planning, Engineering, and INRCOG worked together to get project funded. Lap Porte Road/Hess Road project Page 545 of 547 Complete Streets Advisory Committee May 19,2020 • Project would start on the south side just to the north of the new roundabout that will be located at Hess Road and Shaulis Road. • Plan is for two lanes with turnout areas including at potential development areas. • A recreational trail will be built to the west side of the road. • Sidewalk on east side will start at Grimm. • Grimm to Ridgeway will be 5-lanes then will become 3-lanes north of Plymouth Avenue. • From the Mitchell intersection north the frontage road will be eliminated and main road moved to the west. • The sidewalk will stop at Lorraine Avenue, as there is no businesses located on the east side of the road north of there. • Trail will end at Mitchell Avenue. • There was discussion how to extend the trail from Mitchell Avenue to the US Highway 218 trail that starts at Williston Avenue/West 18th Street. • Discussion on having a trail on Grimm to access Crossroads Mall. Streets were designed almost property line to property line so without significant acquisitions, it would have to be shared vehicle/bike lanes with sharrows. • Trail on Shaulis Road will be modified with the addition of the roundabout at Hess Road. • Discussion on extending the Shaulis Road trail from Isle of Capri Boulevard to the Cedar Valley Nature Trail and the issues that exist in that extension, including a potential at-grade crossing of 6- lane 55 mph Highway 218. Focus Proiect. • Discussion on having a connection from the US Highway 63 trail through the Walnut Neighborhood to the Park Avenue buffered bike lanes. • Discussion about possibility of having commission members actually doing the painting of the sharrrows between the two projects. • Discussion on connecting the two trails on the south side of downtown. • It was asked if existing complete streets money could be used for this project but the money has been committed to sidewalk infill projects that are underway. • Discussion on having sharrows from the University Avenue trail along Leland Avenue and South Street to connect with the Park Avenue buffered bike lanes. Due to the low volume of traffic on those streets sharrows may not be needed but there would still be a need for wayfinding. • Discussion on wayfinding along Washington Street as a way to complete the loop from the US Highway 63 trail to the Park Avenue buffered bike lanes and back to US Highway 63. Sidewalk Infill Policy • Cass had a meeting with Jaime Knutson City Engineer discuss the sidewalk infill policy and the next steps. Pedestrian Master Plan and MET Transit Changes • Leseman has not been able to have a meeting with the new leadership and employees at MET Transit yet. • Leseman went over maps and talked about creating GIS maps of the sidewalks projects noting areas that have sidewalks but do not connect to anything. 2 Page 546 of 547 Complete Streets Advisory Committee May 19,2020 • Discussion if there should be a block to block master plan and what other cities would require of INRCOG if it did a block to block plan for Waterloo. It was noted that most of the smaller cities also have a less requirements for their plan. • Anderson noted that the more information that is available the better. Planning and Zoning Commission • Schroeder went over the Planning &Zoning Commission agenda. • Schroeder noted that the first item has trails in the area and the second item has an extensive sidewalk network. • The third and fourth items involve a company that has purchased the former Ocwen/GMAC building on Hammond. Noted that the company is hoping to convert a portion of the building to a self-storage building with the remainder leased out for office space. • Discussion about the need for sidewalks in the area as their major gap in the sidewalk network along Schukei Road, and requiring sidewalk along the street frontages that do not have it. Also discussion on if private sidewalk could be developed to connect the building to the public streets if parts of it will be office space, allowing workers to safely get through the parking lots. It was moved by Leseman, seconded by Castle to endorse the Planning, Programming and Zoning Commission recommending sidewalks along all three frontages of Hammond Avenue, Flammang Drive, and Schukei Road with consideration for sidewalk connections from the sidewalks to the building. Motion carried unanimously. Other Proiect Updates • Traffic study on Ridgeway Avenue from Kimball Avenue to US Highway 63 is 95% done. MPO money has been programmed for Preliminary Design of the proposed changes. • No contractor bid on reconstructing the sidewalks in front of the INRCOG building so the city contractor will do the work. Other Discussion • None Adjournment Cass adjourned the meeting at 3:45p.m. Respectfully submitted, John Domoff Planner I 3 Page 547 of 547