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Council Packet - 8/12/2019
THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, REGULAR SESSION TO BE HELD AT THE HAR OLD E. GETTY CO UNCIL CHAMBERS Monday, August 12, 2019 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. o n 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. o n 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. o n 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 383 Roll Call. Prayer or Moment of Silence Pledge of Allegiance Jerome Amos, Ward 4 Council Member Agenda, as proposed or amended. Minutes of August 5, 2019, Regular Session, as proposed. Proclamation declaring September 1-7, 2019 as Diabetes Awareness Week. Recognition and Swearing in of new Police Officer Nicholas Nelson. 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 approving Variance to Noise Ordinance request from Rev. David Van Netten of Grace Reformed Church on August 18, 2019 from 8:00 a.m. to 1:00 p.m., in conjunction with the "Sunday in the Park" event to be held at Gateway Park, including a picnic, games for the children, use of a PA system and live music. Submitted By: Corbin Payne, Police Lieutenant 3. Resolution approving Variance to Noise Ordinance request from Darrell Wilder (AKA) DJ Daze and Arryran Davis (AKA) Marvelous Music on August 31 and September 1, 2019 from 10:30 a.m to 8:00 p.m., in conjunction with the 3 on 3 Basketball Lootown Show Down event to be held at Sullivan Park, including live music, several D.J.'s and use of a PA system. Submitted By: Corbin Payne, Police Lieutenant 4. Resolution approving Variance to Noise Ordinance request from Shirley Haughton on behalf of Community Southern Baptist Church, on August 24, 2019 from 10:00 a.m. to 8:00 p.m. for their Outreach Ministry event to be held at Sullivan Park, Page 2 of 383 including singing, music and the use of a PA system. Submitted By: Corbin Payne, Police Lieutenant 5. Resolution approving request by Main Street Waterloo to close Jefferson Street on September 30, 2019 from 4:00 p.m. — 10:00 p.m., at Park Avenue to 3rd Street, in conjunction with the Classic Car Night. Submitted By: Corbin Payne Police Lieuteant 6. Resolution setting date of public hearing as August 26, 2019, to approve a Lease Agreement in the amount of $1.00, with the State of Iowa Armory Board for City owned property located north of 3106 Airport Boulevard, and instruct the City Clerk to publish notice. Submitted By: Noel Anderson, Community Planning and Development Director 7. Resolution approving preliminary specifications, bid documents, etc., setting date of bid opening as August 29, 2019 and date of public hearing as September 9, 2019, in conjunction with the FY 2019 Young Arena Roof Replacement Project, Contract No. 998, and instruct City Clerk to publish said notice. Submitted By: Travis Nichols, Facilities/Project Manager 8. Resolution approving preliminary plans, specifications, form of contract etc., setting date of bid opening as August 29, 2019 and public hearing as September 09, 2019, in conjunction with request for Proposals for Security Guard Services, and instruct City Clerk to publish notice. Submitted By: Brian Bowman, Treatment Operations Supervisor B. Motion to approve the following: 1. TRAVEL REQUESTS a. Mayor Quentin Hart Class/Meeting: Community Air Service Meeting with United Airlines Destination: Chicago, IL Dates: August 21-22, 2019 Amount not to exceed: $600 b. Kathy Skillings - Lab Foreman Class/Meeting: Iowa Water Environment Association 2019 Operators/Pretreatment Conference Destination: Newton, IA Dates: September 4, 2019 Amount not to exceed: $115 2. LIQUOR LICENSES a. BJ's Bar & Billiards, 110 Ida Street Class: C Liquor w/Outdoor Service Renewal Application Includes Sunday Expiration Date: 7/29/2020 b. Casey's Pub & Eatery, 1125 W. Donald Street Class: C Liquor w/Outdoor Service Renewal Application Includes Sunday Page 3 of 383 Expiration Date: 7/31/2020 c. Chapala Mexican Restaurant, 900 LaPorte Road Class: C Liquor Renewal Application Includes Sunday Expiration Date: 8/7/2020 3. APPOINTMENTS a. Gina Jordan -Burg Board/Commission: Design Review Board Expiration Date: August 12, 2022 Re -Appointment b. Mark Kuiper Board/Commission: Design Review Board Expiration Date: August 12, 2022 New Appointment 4. Bonds. RESOLUTIONS 2. Resolution approving City/State Funding Agreement with the Iowa Department of Transportation for RISE Funding, in the amount of $468,750, in conjunction with the FY 2020 Newell Street RISE Project, Contract No. 991, with City matching funds of $468,750, and authorize the Mayor and City Clerk to execute said document. Submitted By: Jamie Knutson, PE, City Engineer 3. Resolution awarding bid to Landmark Turf Services, LLC, of Dunkerton, Iowa, in the amount of $39,858, and approving the contract, bonds, and certificate of insurance, in conjunction with the FY 2020 Levee Rip Rap Spraying, Contract No. 989, and authorize the Mayor and City Clerk to execute said documents. Submitted By: Jamie Knutson, PE, City Engineer 4. Motion approving Final Quantity Summary for a net decrease of $10,787.68 for the FY 2018 Sidewalk Repair Program - Zone 8 and Trail Repairs, Contract No. 948, and authorize the Mayor and City Clerk to execute said document. Submitted By: Wayne Castle, PLS, PE, Associate Engineer 5. Resolution approving Completion of Project and Recommendation of Acceptance of Work, for work performed by B & B Builders & Supply of Waterloo, Iowa, at a total cost of $329,135.70, in conjunction with the FY 2018 Sidewalk Repair Program - Zone 8 and Trail Repairs, Contract No. 948, and receive and file two-year maintenance bond. Submitted By: Jamie Knutson, PE, City Engineer 6. Resolution approving construction plans for sanitary sewer serving Lost Worlds Theme Park, as submitted by Wayne Claassen Engineering and Surveying, of Waterloo, Iowa, and Sewage Treatment Agreement, DNR Form 29 (Nov 00) with the Department of Natural Resources, and the final acceptance of construction plans, subject to the review and acceptance by the Department of Natural Resources, and authorize the Page 4 of 383 Mayor to execute said documents. Submitted By: Jamie Knutson, PE, City Engineer 7. Resolution approving a Professional Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, in an amount not to exceed $79,500, in conjunction with the 2019 Structural Repairs to Fletcher Avenue and San Marnan Drive, and authorize the Mayor to execute said document. Submitted By: Wayne Castle, PLS, PE, Associate Engineer 8. Resolution approving submission of an application, in the amount of $400,000, to the State Revolving Fund Water Resource Restoration Sponsored project, in conjunction with the FY 2020 Sanitary Sewer Gatewell Repairs, Contract No. 951. Submitted By: Wayne Castle, PLS, PE, Associate Engineer 9. Resolution amending an Encroachment Agreement with Farmers State Bank, f/k/a Liberty Bank, F.S.B., dated December 5, 2011, to make changes to an existing 12 foot 10 inch x 18 foot monument sign in the City right-of-way, in the median of Nikki Street, north of 131 Tower Park Drive, and authorize the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director 10. Resolution approving a Hold Harmless Agreement with Old Republic National Title Insurance Company, for property located at the southwesterly corner of West 13th Street and Commercial Street, and authorize the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director 11. Resolution approving an Easement Agreement with M.T. Co., LLC, to grant a permanent sixty (60) foot wide sanitary and storm sewer easement, located at 3470 West Airline Highway, for the purposes of extending new sanitary and storm sewers to serve future development near the Waterloo Regional Airport, and authorize the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Developoment Director ORDINANCES 12. An Ordinance approving a request by Reg Drew Investments, LLC, to vacate a portion of Fairview Avenue and alleys in Campbell's Addition, subject to the retention of a utility easement over, under and upon a portion of Fairview Avenue. Motion to receive, file, consider and pass for the second time an ordinance approving a request by Reg Drew Investments, LLC, to vacate a portion of Fairview Avenue and alleys in Campbell's Addition, subject to the retention of a utility easement over, under and upon a portion of Fairview Avenue. Motion to suspend the rules. Motion to consider and pass for the third time and adopt said ordinance. Resolution authorizing sale and conveyance of a portion of Fairview Avenue and alleys in Campbell's Addition, subject to the retention of a utility easement over, under and upon a portion of Fairview Avenue, to Reg Drew Investments, LLC, in the amount of Page 5 of 383 $1.00, and authorize the Mayor to execute said documents. Resolution approving a Development Agreement with Reg Drew Investments, LLC, for the property located at 139 Clark Street, and authorize the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director 13. An ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a rezone of certain property, located west of 3221 Osage Road. Motion to receive, file, consider, and pass for the second time an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a rezone of certain property, located west of 3221 Osage Road. Motion to suspend the rules. Motion to consider and pass for the third time and adopt said ordinance. Submitted By: Noel Anderson, Community Planning & Development Director OTHER COUNCIL BUSINESS 14. Motion approving Change Order No. 2 with Boomerang Corporation, of Anamosa, Iowa, resulting in an increase of $10,078.83, in conjunction with the Flow Equalization Facility Overflow Connection to Satellite, Contract No. 880, and authorize the Mayor to execute said document. Submitted By: Brian Bowman, Treatment Operations Supervisor 15. Request for Variance to Noise Ordinance from Main Street Waterloo on 8/10, 8/17, 8/31, 9/7, 9/14, 9/21, 9/28, from noon to 2:00 a.m., in conjunction with the W. 4th Street Bar District Ped Mall/Beer Garden Events, including street closure of W. 4th Street at Washington/Bluff Street to Jefferson Street with the use of city barricades, street sweeper and picnic tables. Recommendation to deny request due to length of event and the after 2:00 A.M closing time. Submitted By: Corbin Payne, Police Lieutenant ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk MEETINGS 4:20 p.m. Council Work Session, Harold E. Getty Council Chambers 5:10 p.m. Finance Committee, Harold E. Getty Council Chambers PUBLIC INFORMATION 1. Waterloo Housing Authority Board minutes of 07/22/2019. Page 6 of 383 2. Communication from the Legal Department on the notice of the conclusion of employment for David R. Zellhoefer, City Attorney, effective August 2, 2019 with recommendation of approval of payout of $15,352.50 for unused benefits. Page 7 of 383 CITY OF WATERLOO Council Communication Minutes of August 5, 2019, Regular Session, as proposed. City Council Meeting: 8/12/2019 Prepared: REVIEWERS: Department Reviewer Clerk 0 lac I 1 hg b , N ancy Action Date Approved 8/ 1 /2 ,,,,,,, . Y A. M. ATTACHMENTS: Description Type Minutes of 8/5 1 9 e mrm 113 au Submitted by: Submitted By: t ria]. Page 8 of 383 August 5, 2019 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, August 5, 2019. Mayor Quentin Hart in the Chair. Roll Call: Jacobs, Morrissey, Feuss, Klein, Amos, Schmitt, and Juon. Absent: Feuss. Prayer or Moment of Silence. Pledge of Allegiance: Jamie Knutson, City Engineer 156607 - Juon/Amos that the Agenda, as amended, Item 1.A.13. by adding, "east of" to 405 Devonshire Drive , Item 10. to correct title of resolution by removing "an Amendment to a" to Development Agreement and renaming this to be Item 11, and Item 14. to correct the title of the resolution by striking Professional Services Agreement with and replacing with bisll Grant Agreement in support of and to add the City Clerk as authorized to execute said document, for the Regular Session on Monday, August 5, 2019, at 5:30 p.m., be accepted and approved. Voice vote -Ayes: Six. Motion carried. 156608 - Juon/Amos that the Minutes, as proposed, for the Special Meeting on Friday, July 19, 2019, at 10:50 a.m., be accepted and approved. Voice vote -Ayes: Six. Motion carried. 156609 - Juon/Amos that the Minutes, as proposed, for the Regular Session on Monday, July 22, 2019, at 5:30 p.m., be accepted and approved. Voice vote -Ayes: Six. Motion carried. 156610 - Juon/Amos that the Minutes, as proposed, for the Special Meeting on Tuesday, July 30, 2019, at 12:30 p.m., be accepted and approved. Voice vote -Ayes: Six. Motion carried. Proclamation declaring August 6, 2019 National Night Out. Proclamation declaring August 11-17, 2019 as American Wind Week. Proclamation declaring June, July and August as Lawn Mower and Accident Awareness Months. ORAL PRESENTATIONS Keegan Smith, 25 W. Commercial Street, addressed the council regarding his work with the Human Rights Department and the review of the Analysis of Impediments published by the City of Waterloo. There will be a public discussion at 10:00 a.m., August 8, 2019 at the Waterloo Public Library regarding the findings and how the city and residents can address the issues. Jim Chapman, 224 Bertch, questioned the amount that was reported to have been paid for property on LaPorte Road, the owner stated he paid $830,000 but the Black Hawk County Recorders office shows the price as $605,000. Noel Anderson, Community Planning and Development Director, explained there is an error on the Black Hawk County assessor's website and that the property was purchased for $840,000 as opposed to $604,800 as stated. Mr. Morrissey thanked the community and volunteers for participating in the Irish Fest. 156611 - Juon/Amos that the above oral comments be received and placed on file. Voice vote -Ayes: Six. Motion carried. CONSENT AGENDA 156612 - Juon/Amos Page 9 of 383 August 5, 2019 Page 2 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 August 5, 2019, in the amount of $3,887,459.76, 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. 2019-561. 2. Resolution approving request to certify assessment to 904 Beech Street in the amount of $2,000, for work performed by the Waterloo Water Works, together with recommendation of approval by the Waterloo Water Works Board of Trustees. Resolution adopted and upon approval by Mayor assigned No. 2019-562. 3. Resolution approving request to certify assessment to 2418 West 7th Street in the amount of $670.46, for work performed by the Waterloo Water Works, together with recommendation of approval by the Waterloo Water Works Board of Trustees. Resolution adopted and upon approval by Mayor assigned No. 2019-563. 4. Resolution approving request to certify assessment to 703 Magnolia Parkway in the amount of $2,142.40, for work performed by the Waterloo Water Works, together with recommendation of approval by the Waterloo Water Works Board of Trustees. Resolution adopted and upon approval by Mayor assigned No. 2019-564. 5. Resolution approving request to certify assessment to 1158 Leona Avenue in the amount of $772.65, for work performed by the Waterloo Water Works, together with recommendation of approval by the Waterloo Water Works Board of Trustees. Resolution adopted and upon approval by Mayor assigned No. 2019-565. 6. Resolution approving request to certify assessment to 904 Linn Street in the amount of $751.09, for work performed by the Waterloo Water Works, together with recommendation of approval by the Waterloo Water Works Board of Trustees. Resolution adopted and upon approval by Mayor assigned No. 2019-566. 7. Resolution approving request to hold MDA Boot Block on August 16, 23 and 30, 2019 at the intersections of Franklin & E. 3rd Streets, Ansborough, LaPorte Road and San Marnan Drive, and Kimball & Ridgeway Avenues. Resolution adopted and upon approval by Mayor assigned No. 2019-567. 8. Resolution approving Variance to Noise Ordinance request from Rachel Neil and the Edison Neighborhood Association, in conjunction with the annual National Night Out event scheduled for August 6, 2019, from 4:30 p.m. to 8:30 p.m., to be held at the former Edison School lot, including live music and sound system. Resolution adopted and upon approval by Mayor assigned No. 2019-568. 9. Resolution approving Variance to Noise Ordinance request from Darrell Caldwell, Sr., in conjunction with a Birthday Party scheduled for August 18, 2019 from 10:00 a.m. to 10:00 p.m. in the 200 block of Oliver Street, with the use of a PA system. Resolution adopted and upon approval by Mayor assigned No. 2019-569. Page 10 of 383 August 5, 2019 Page 3 1. 10. Resolution approving request from Downtown Waterloo Urban Farmers Market for street closure of Park Avenue between Jefferson Street and lower Washington/Bluff Street on Saturday August 10, 2019 from 6:30 a.m. to 1:00 p.m. Resolution adopted and upon approval by Mayor assigned No. 2019-570. 11. Resolution approving request of Mary Fankhauser for a waiver for a concrete driveway located at 1507 Archer Avenue, and authorize the construction of a concrete driveway and placing a driveway or sidewalk on city right-of-way on an unimproved street. Resolution adopted and upon approval by Mayor assigned No. 2019-571. 12. Resolution approving preliminary plans, specifications, form of contract, etc. and setting date of bid opening as August 22, 2019 and date of public hearing as August 26, 2019 for the FY 2020 Sidewalk Repair Assessment Program - Zone 9, Contract No. 981, and instruct City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2019-572. 13. Resolution setting date of public hearing as August 19, 2019, for the sale and conveyance of City property, located east of 405 Devonshire Drive, to 401 Devonshire, LLC, in the amount of $1.00, and approving a Development Agreement for the construction of a single-family home and related improvements, and authorize the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2019-573. 14. Resolution approving cancellation of assessments for properties listed on Exhibit A, and authorize City Clerk to notify Black Hawk County Treasurer of said cancellation. Resolution adopted and upon approval by Mayor assigned No. 2019-574. b. Motion to approve the following: a. b. c. d. e. f. g. Travel Requests Name & Title of Personnel Class/Meeting Destination Date(s) Amount not to Exceed Keith Kaspari, Airport Director Community Air Service Meeting with United Airlines Chicago, IL August 21-22, 2019 $600 Tim Andera, Planner II Cedar Valley Leadership Institute Course (CVLI) Waterloo, IA First Wednesday of each month Oct -May $1,500 Officer Nissen Basic School Resource Officer Certification Stuart, IA August 12-16, 2019 $335 Officers Harrington & Nelson Iowa Law Enforcement Academy Basic Officer Certification Course Waterloo, IA August 26 - October 25, 2019 $8,990 Paul Huting, Leisure Services Director Iowa Park and Recreation Association Fall Workshop Ames, IA September 10-11, 2019 $251 Angie Fordyce - Community Development Coordinator HOME Underwriting/Subsidy Layering Fort Worth, TX September 17-21, 2019 $2,450 Onyotse Agbese, Firefighter/EMT Paramedic Certification Program Hawkeye Community College - Waterloo, IA May 20 - July 27, 2020 $5,500 Page 11 of 383 August 5, 2019 2. a. b. c. d. e. f. g. h. i. Page 4 Approved Beer, Liquor, and Wine Applications Name & Address of Business Class New or Renewal Expiration Date Includes Sunday Brenda's Park Road Inn, 306 Park Road C Liquor w/Outdoor Service Renewal 8/8/2020 x Family Dollar #21424, 1120 Franklin Street B Wine / C Beer New 6/24/2020 x Kwik Star #569, 875 Fisher Drive B Wine / C Beer Renewal 8/27/2020 x Lark Brewing Company, 3295 University Avenue C Liquor w/Outdoor Service/Brew Pub Renewal 12/31/2019 x Legs, 212 E. 4th Street, Suite 108 B Wine / C Beer Renewal 6/25/2020 Longhorn Steakhouse #5374, 1425 E. San Marnan Drive C Liquor Renewal 8/31/2020 x Narey's 19th Hole, 2073 Logan Avenue C Liquor Renewal 8/22/2020 Screaming Eagle American Bar and Grill, 228 E. 4th Street C Liquor w/Outdoor Service Renewal 4/20/2020 x Waterloo Fraternal Order of Eagles, 202 E. 1st Street A Liquor w/Outdoor Service New 7/14/2020 x 3. Mayor Hart's recommendation of the following appointments: Appointee Board/Commission Expiration Date New or Re -Appointment Larry Wiele Design Review Board August 5, 2022 New Craig Holdiman Planning & Zoning Commission August 5, 2022 Re -Appointment 4. Cigarette/Tobacco Permit New Application for Vibe, 619 Mulberry Street. 5. Cigarette/Tobacco Permit New Application for Locker Room Lounge, 1918 Hawthorne. 6. Bonds. Roll call vote -Ayes: Six. Motion carried. PUBLIC HEARINGS 156613 - Schmitt/Amos that proof of publication of notice of public hearing on request by Lost Island Real Estate, LC, to rezone approximately 159 acres of land from "A-1" Agricultural District to "C -P" Planned Commercial District for an outdoor recreational facility (theme park), located east of 2546 E. Shaulis Road, as published in the Waterloo Courier on July 26, 2019, be received and placed on file. Voice vote -Ayes: Six. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments. Cary Darrah, Grow Cedar Valley, addressed the council in support of the project. Gary Bertch, Lost Island Real Estate, addressed the council and responded to questions regarding the proposed plans for theme park. Mrs. Juon thanked the Bertch family for their support of the community throughout the years. Page 12 of 383 August 5, 2019 Page 5 Laurel Rudd, 5528 Summerland Drive, addressed the council regarding her concerns and opposition to the proposed theme park. Mayor Hart stated that written comments had been received from Troy Luck, Summerland Homeowner's Association Board Member, Mark Gallagher and David Morrow expressing concerns with the proposed theme park. 156614 - Schmitt/Amos that the hearing be closed and oral and written comments and recommendation of approval of the Planning, Programming and Zoning Commission, be received and placed on file. Voice vote -Ayes: Six. Motion carried. 156615 - Schmitt/Amos that "an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a rezone of certain property, located east of 2546 Shaulis Road", be received, placed on file, considered and passed for the first time. Noel Anderson gave an overview of the zoning and site plan action, which if approved would allow construction to start on the proposed project, and a noise level study. Mayor Hart questioned the noise buffer for residential housing as compared to other theme parks. Noel Anderson responded the buffer being proposed in this project is at 1,800 feet from the actual ride areas. Mayor Hart questioned home valuations. Noel Anderson responded that they did not see a decrease in home values. Twenty of the twenty-two homes in the Winston Place area were established after Lost Island was established for a continued residential investment in the area, and valuations to the northwest have increased over the years. Mr. Morrissey questioned the Zoning Board's review of site plan approval. Noel Anderson explained various studies performed by engineering in preparation for the project. Bill Claassen, Claassen Engineering, presented information to the council regarding the civil engineering requirements and that studies and plans are in progress to alleviate traffic and water concerns on E. Shaulis Road. Mr. Jacobs commented he is in support of project but would like to support all ideas for buffering. Noel Anderson reviewed topographical area with trees and hill/land for screening and as a noise buffer to homes. Klein questioned evening lighting issues. Bill Claassen reviewed lighting plans for the parking lot and park area. Mayor Hart recognized the importance of the project to the community. Jamie Knutson, City Engineer, responded to questions regarding the Shaulis and 218 intersection problems. Mr. Schmitt questioned run-off for developed project. Jamie Knutson explained retention cannot be any more off of site than what is coming off of farm fields now and feels this should improve water quality and quantity. Mr. Schmitt questioned attendance estimates compared to the Water Park and if fireworks events would be common at the park. Page 13 of 383 August 5, 2019 Page 6 Gary Bertch reviewed the current park hours, and the tentative schedule for the proposed theme park and lighting proposals. Morrissey questioned what other steps would need to be taken by council to start the project. Noel Anderson reviewed future steps for council approval. Roll call vote -Ayes: Six. Motion carried. 156616 - Schmitt/Amos that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll call vote -Ayes: Six. Motion carried. 156617 - Schmitt/Amos that "an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a rezone of certain property, located east of 2546 Shaulis Road", be considered and passed for the second and third times and adopted. Roll call vote -Ayes: Six. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5508. 156618 - Morrissey/Amos that proof of publication of notice of public hearing on request by Reg Drew Investments, LLC, to vacate, sell and convey a portion of Fairview Avenue and alleys in Campbell's Addition, in the amount of $1.00, along with a Development Agreement, subject to the retention of a utility easement over, under and upon a portion of Fairview Avenue, as published in the Waterloo Courier on July 26, 2019, be received and placed on file. Voice vote -Ayes: Six. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments and there were none. 156619 - Morrissey/Amos that the hearing be closed and recommendation of approval of the Planning, Programming and Zoning Commission, be received and placed on file. Voice vote -Ayes: Six. Motion carried. 156620 - Morrissey/Amos that "an ordinance approving a request by Reg Drew Investments, LLC, to vacate a portion of Fairview Avenue and alleys in Campbell's Addition, subject to the retention of a utility easement over, under and upon a portion of Fairview Avenue", be received, placed on file, considered and passed for the first time. Mr. Morrissey questioned if this action would create a salvage yard in this area. Noel Anderson explained an application in 2017 for salvage yard was denied by the Board of Adjustment so the applicant is moving ahead with plans for development of storage units on the property. Roll call vote -Ayes: Six. Motion carried. 156621 - Morrissey/Jacobs that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll call vote -Ayes: One. Nays: Five (Juon, Jacobs, Klein, Amos and Schmitt). Motion failed. 156622 - Amos/Morrissey Page 14 of 383 August 5, 2019 Page 7 that proof of publication of notice of public hearing on request by Mike Brustkern, to rezone 1.50 acres from "A-1" Agricultural District to "R-2" One and Two Family Residence District, located west of 3221 Osage Road, as published in the Waterloo Courier on July 26, 2019, be received and placed on file. Voice vote -Ayes: Six. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments and there were none. 156623 - Amos/Morrissey that the hearing be closed and recommendation of approval of the Planning, Programming and Zoning Commission be received and placed on file. Voice vote -Ayes: Six. Motion carried. 156624 - Amos/Morrissey that "an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a rezone of certain property, located west of 3221 Osage Road", be received, placed on file, considered and passed for the first time. Roll call vote -Ayes: Six. Motion carried. 156625 - Amos/Morrissey that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll call vote -Ayes: One. Nays: Five (Jacobs, Klein, Amos, Schmitt and Juon). Motion failed. 156626 - Schmitt/Amos that proof of publication of notice of public hearing on sale and conveyance of City owned property located north of 3105 Airport Boulevard to Hartel Properties, LLC, in the amount of $1.00, with a Development and Minimum Assessment Agreement, in conjunction with the development of a 9,792 square foot dog daycare, as published in the Waterloo Courier on July 26, 2019, be received and placed on file. Voice vote -Ayes: Six. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments. Stephanie Hartel addressed the council to thank them for their consideration of the project. 156627 - Schmitt/Amos that the hearing be closed and oral comments be received and placed on file. Voice vote -Ayes: Six. Motion carried. 156628 - Schmitt/Amos that "Resolution authorizing the sale and conveyance of a portion of City owned property to Hartel Properties, LLC, in the amount of $1.00, located north of 3105 Airport Boulevard, and authorizing Mayor and City Clerk to execute said documents", be adopted. Roll -call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-575. 156629 - Schmitt/Amos that "Resolution approving a Development Agreement and Minimum Assessment Agreement with Hartel Properties, LLC, and authorize the Mayor and City Clerk to execute said documents", be adopted. Roll -call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-576. 156630 - Morrissey/Amos Page 15 of 383 August 5, 2019 Page 8 that proof of publication of notice of public hearing on Waterloo Public Library Exterior Stair Renovation Project, as published in the Waterloo Courier on July 22, 2019, be received and placed on file. Voice vote -Ayes: Six. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments and there were none. 156631 - Morrissey/Amos that the hearing be closed. Voice vote -Ayes: Six. Motion carried. 156632 - Morrissey/Amos that "Resolution confirming approval of plans, specifications, form of contract, etc.", be adopted. Roll -call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-577. 156633 - Morrissey/Amos that "Resolution authorizing to proceed", be adopted. Roll -call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-578. 156634 - Morrissey/Amos Motion to receive and file and instruct City Clerk to read bids and refer to Building Maintenance Director for review. Estimate: $125,000 Bidder Bid Security Bid Amount Failor Hurley Construction Waterloo, IA o 5 /o $156,580.00 Woodruff Construction, LLC Waterloo, IA 5% $169,500.00 Voice vote -Ayes: Six. Motion carried. 156635 - Schmitt/Amos that proof of publication of notice of public hearing on FY 2020 Levee Rip Rap Spraying, Contract No. 989, as published in the Waterloo Courier on July 22, 2019, be received and placed on file. Voice vote -Ayes: Six. Motion carried. This being the time and place of public hearing, the Mayor called for written and oral comments. Wayne Nathan, 548 Cloverdale, questioned spraying of Rip Rap. Jamie Knutson explained the Rip Rap is sprayed with a defoliant per Army Corps of Engineer requirements. 156636 - Schmitt/Amos that the hearing be closed and oral comments be received and placed on file. Voice vote -Ayes: Six. Motion carried. 156637 - Schmitt/Amos that "Resolution confirming approval of plans, specifications, form of contract, etc.", be adopted. Roll -call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-579. Page 16 of 383 August 5, 2019 Page 9 156638 - Schmitt/Amos that "Resolution authorizing to proceed", be adopted. Roll -call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-580. 156639 - Schmitt/Amos Motion to receive and file and instruct Deputy City Clerk to read bids and refer to City Engineer for review. Estimate: $47,725.00 Bidder Bid Security Bid Amount Landmark Turf Services, $1,993 LLC Ck# 029916 $39,858 Voice vote -Ayes: Six. Motion carried. RESOLUTIONS 156640 - Klein/Amos that "Resolution approving Right of Entry Agreement with Friends of Faith Retirement Homes, Inc., to utilize portions of Bontrager Park, in conjunction with the redevelopment of Friendship Village located at 600 Park Lane, and authorize the Mayor to execute said document", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-581. 156641 - Klein/Amos that "Resolution approving an Amendment to the Professional Services Agreement with INVISION Architecture of Waterloo, Iowa, in the amount of $13,600 with a revised total contract amount of $68,600, in conjunction with the Kitchen Renovation Improvements Project for the Five Sullivan Brothers Convention Center, and authorize the Mayor to execute said document", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-582. 156642 - Klein/Amos that "Resolution adopting Sale of Property Policy changes, to reflect infill development incentives for City owned property and private property deemed as infill lots", be adopted. Roll call vote -Ayes: Six. Motion carried. Forest Dillavou, 1725 Huntington Road, questioned the sale and financing of property. Noel Anderson reviewed proposed changes to the Sale of Property Policy for infill housing to create new housing opportunities, which includes a mow to own incentive. Mayor Hart questioned who pays property taxes on the mow to own properties. Noel Anderson explained that as the City has taken ownership of these properties and the City does not pay property taxes, no taxes are collected during that five (5) year period. Mr. Morrissey questioned if the mow to own incentive would also include snow removal from the properties. Noel Anderson responded that the language could include snow removal. Page 17 of 383 August 5, 2019 Page 10 Mr. Amos questioned if citizens participating in the mow to own projects could also be asked to pay the property tax on that property during five (5) year contract period. Noel Anderson explained they would need to speak with the County Assessor to see if the City would be allowed to change the exempt status on those properties during that period. Mr. Schmitt questioned if $180,000 homes would blend with that neighborhood. Noel Anderson explained $180,000 is a minimum value but there is a good chance new homes will be in excess of $200,000 each. Mr. Schmitt questioned why the Buildings and Grounds subcommittee is being taken out of the Policy. Mayor Hart explained the Buildings and Grounds subcommittee was composed of two to three council members making all of these decisions, where the new policy would allow the entire council to have input regarding these issues. Mrs. Klein questioned expenses regarding the maintenance of the Convention Center. Noel Anderson reviewed expenses for repairs and design work. Mr. Schmitt questioned what effect the Right of Entry Agreement would have on sports teams using Bontrager Park. Bill Bachman, Assistant Leisure Services, explained use by sports teams and schools. Mr. Morrissey questioned making an amendment now to the policy to include removal of ice and snow. Noel explained this could be included as each agreement is developed as the agreements are on a case-by-case basis. Resolution adopted and upon approval by Mayor assigned No. 2019-583. 156643 - Klein/Amos that "Resolution approving Development Agreement with MLG, LLC, for the construction of two single family homes, with a minimum value of $180,000 each, and approving a development grant of $5,000 for each home, and authorize the Mayor and City Clerk to execute said documents", be adopted. Roll call vote -Ayes: Five. Nays: One (Schmitt). Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-584. 156644 - Morrissey/Amos that "Resolution approving Amendment No. 1 to the Design Services Wastewater Treatment Plant Biosolids Modification Agreement, originally approved on September 20, 2018, in the amount of $38,000, with Strand and Associates of Madison, Wisconsin, and authorize the Mayor to execute said document", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-585. 156645 - Morrissey/Amos that "Resolution approving Parking Lot Design Services Agreement, in the amount of $80,000, with InVision Architecture of Waterloo, Iowa, in conjunction with the Waterloo Center for the Arts Parking Redevelopment Phase II Project, and authorize the Mayor and City Clerk to execute said document", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-586. 156646 - Morrissey/Amos Page 18 of 383 August 5, 2019 Page 11 that "Resolution approving a bisll Grant Agreement in support of Red Cedar CV of Waterloo, Iowa, in the amount of $33,000 annually, in conjunction with entrepreneur and new business development assistance, and authorize the Mayor to execute said document", be adopted. Roll call vote -Ayes: Five. Nays: One (Klein). Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-587. 156647 - Amos/Morrissey that "Resolution approving Development Agreement with VI 2, LLC, (Randy Vandersee), in conjunction with redevelopment of a site at the northwest corner of San Marnan Drive and Kimball Avenue, for a 3,000 square foot commercial building with a minimum value of $330,000, with tax rebates over an eight year period, and authorize the Mayor and City Clerk to sign and execute all said documents", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-588. 156648 - Amos/Morrissey that "Resolution approving Pretreatment Lagoon Controls Upgrade Contract with Automatic Systems of Ames, Iowa, in the amount of $36,510, and authorize the Mayor to execute said document", be adopted. Roll call vote -Ayes: Five. Mr. Jacobs abstained citing business reasons. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-589. 156649 - Amos/Morrissey that "Resolution authorizing submission of a Resource Enhancement and Protection (REAP) Grant application, in an amount not to exceed $200,000, in conjunction with the Greenbelt Lake Improvements Project, with no required City match", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-590. 156650 - Schmitt/Amos that "Resolution approving an Airline Use Agreement with American Airlines of Fort Worth, Texas, for the occupancy of the Airline Passenger Terminal Building, and the lease of City/Airport owned ground support equipment (GSE), and authorize the Mayor and City Clerk to execute said document", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-591. 156651 - Schmitt/Amos that "Resolution approving a Temporary Services Agreement with Republic Services, Inc., of Cedar Falls, Iowa, in conjunction with processing of the City of Waterloo's recyclable material, and authorize the Mayor to execute said document", be adopted. Roll call vote -Ayes: Six. Motion carried. Randy Bennett, Public Works Manager, explained the temporary agreement is for collecting and transporting recycling as a result of Cedar Valley Recyclables ceasing to process the City's recycling. Mrs. Juon questioned how rates compare to the old contract. Randy Bennett responded these rates are almost double the previous contract as they are hauling the recyclables to Cedar Rapids. Resolution adopted and upon approval by Mayor assigned No. 2019-592. Page 19 of 383 August 5, 2019 Page 12 156652 - Amos/Morrissey that "Resolution approving a Professional Services Agreement with AECOM Technical Services, Inc., of Waterloo, Iowa, in an amount not to exceed $27,500, in conjunction with the FY 2020 Waterloo Dam Repairs, Contract No. 996, and authorize the Mayor to execute said document", be adopted. Roll call vote -Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-593. 156653 - Amos/Morrissey that "Resolution approving application for an Iowa Department of Transportation Traffic Safety Grant, in the amount of $200,000, in conjunction with signalization of Independence Avenue/Vinton Street intersection, and addition of a left turn lane on eastbound Independence Avenue, and assuring the DOT that any funded improvements will be adequately maintained", be adopted. Roll call vote - Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2019-594. OTHER COUNCIL BUSINESS 156654 - Juon/Jacobs that Change Order No. 1, in the amount of $13,247.70, in conjunction with the RedZone Robotics sewer pipe inspections, be received, placed on file and approved. Voice vote -Ayes: Six. Motion carried. 156655 - Juon/Jacobs that Change Order No. 1, in the amount of $1,897.84, in conjunction with the addition of fifty-six (56) lighting fixtures to the Passenger Terminal Ceiling Light Replacement Project, be received, placed on file and approved. Voice vote -Ayes: Six. Motion carried. ADJOURNMENT 156656 - Morrissey/Juon that the Council adjourn at 7:07 p.m. Voice vote -Ayes: Six. Motion carried. LeAnn M. Even, CMC, IaCMC Deputy City Clerk Page 20 of 383 CITY OF WATERLOO Council Communication Proclamation declaring September 1-7, 2019 as Diabetes Awareness Week. City Council Meeting: 8/12/2019 Prepared: REVIEWERS: Department Reviewer Mayor yo. r O fic e Wyatt, ..K..endra Clerk "M dice Rigby, N , ncy Action Date Approved. 7/22/2019 4:35 P . .Approved 8/6/2019 ,,,,,,, 12:06 ATTACHMENTS: Description Type �f: m ciaratio ,,,,,,,. iabetc, Awa ri.e„..7„..7 Week. -Nricl Submitted by: Submitted By: Mayor Quentin Hart Page 21 of 383 1 • A 00, IOWA PR'C TION Six of ten American are living with at least one chronic disease such as heart disease, cancer, stroke, or diabetes according to the Centers for Disease Control and Prevention (CDC), https://www.cdcbgovichronicdisease/index.htm; and Chronic diseases such as heart disease, cancer, and diabetes are the leading causes of death and disability in the United States according to the Centers for Disease Control and Prevention (CDC), https://www.ede.govichroniedisease/about/index.htm; and a 2017 study published in the Journat of the American Medical Association (JAMA) reported diabetes as ti e medical condition responsible for the greatest increase in healthcare spending from 1996 to 2015, htt s:// -nvest( ,„,,ediatheomiinsurance/wh do-healt care-costs-keepz rising; and Bridget Saffold organizes a diabetes initiative that partners with accredited doctors and world-class healthcare organizations to present the Cedar Valley Focus on Diabetes; and the Cedar Valley Focus on Diabetes is endorsed by the State of Iowa's Healthiest State Initiative; and the Cedar Valley Focus on Diabetes shares the latest research, treatment options, and free screenings for diabetic patients, their families, and the community; and the Cedar Valley Focus on Diabetes is celebrating 5 years serving diabetic patients, their families, and the community Saturday September 7, 2019 Mayor Quentin Hart, do hereby proclaim September 1 - 7, 2019, as And e courage all local community me bers and legislators to take part by going to the Cedar Valley Focus on Diabetes at the Waterloo Centers for the Arts between 11:00 am to 2:00 pm on Saturday September 7, 2019 and get a free Alc screening. bog OF, 1 have hereunto set my hand and caused the offlcial seal of the City of Waterloo to be affixed this 12' day of August 2019. ATTEST: Kelley Felch Quentin Hart City Clerk 1 Mayor CITY OF WATERLOO Council Communication Recognition and Swearing in of new Police Officer Nicholas Nelson. City Council Meeting: 8/12/2019 Prepared: 7/31/2019 REVIEWERS: Department Reviewer Action Date P o& .ce J.. e tirl n K;ii11 A.pproved 7/31/2019 9:04 AM SUBJECT: Recognition and Swearing in of new Police Officer Nicholas Nelson. Submitted by: Submitted By: Dave Mohlis, Police Captain Page 23 of 383 CITY OF WATERLOO Council Communication Resolution approving Variance to Noise Ordinance request from Rev. David Van Netten of Grace Reformed Church on August 18, 2019 from 8:00 a.m. to 1:00 p.m., in conjunction with the "Sunday in the Park" event to be held at Gateway Park, including a picnic, games for the children, use of a PA system and live music. City Council Meeting: 8/12/2019 Prepared: 8/7/2019 REVIEWERS: Department Reviewer Action Date P ()lice egad 11 hgbyy, N ancy Approved . ATTACHMENTS: Description Type Variance c t n Back .gyp l : ate m i.: . SUBJECT: Resolution approving Variance to Noise Ordinance request from Rev. David Van Netten of Grace Reformed Church on August 18, 2019 from 8:00 a.m. to 1:00 p.m., in conjunction with the "Sunday in the Park" event to be held at Gateway Park, including a picnic, games for the children, use of a PA system and live music. Submitted by: Submitted By: Corbin Payne, Police Lieutenant Page 24 of 383 APPLICANT'S NAME: APPLICANT'S ADDRESS: APPLICANT'S PHONE #: APPLICATION FOR VARIANCE TO NOISE ORDINANCE ANTICIPATED DATE OF VARIANCE: NAME OF EVENT: TIMES OF DAY OF VARIA CE: GEOGRAPHICAL LOCATION OF VARIANCE:((cYtt DISTANCE OF ACTIVITY FROM RESIDENTIALPROPERTIES: PLEASE EXPLAIN THE EVENT REQUIRING THE VARIANCE AND BE SPECIFIC, INCLUDE GEOGRAPHICAL LOCATION, AND WHAT ACTUALLY WILL EXCEED THE NOISE ORD ANCE, SUCH AS A BAND PLAYING, PA SYSTEM, ETC. CITY COUNCIL ACTION: APPROVAL: DENIAL: App icant's Signature APPROVAL: DENIAL: DECI EL LEVEL: Page 25 of 383 CITY OF WATERLOO Council Communication Resolution approving Variance to Noise Ordinance request from Darrell Wilder (AKA) DJ Daze and Arryran Davis (AKA) Marvelous Music on August 31 and September 1, 2019 from 10:30 a.m to 8:00 p.m., in conjunction with the 3 on 3 Basketball Lootown Show Down event to be held at Sullivan Park, including live music, several D.J.'s and use of a PA system. City Council Meeting: 8/12/2019 Prepared: 8/7/2019 REVIEWERS: Department Reviewer Action Date epa„int. lent ghyv 'Nancy . pp is°ov 8/7/2019 :4-0 ATTACHMENTS: Description Type 0 Variance Ap hh at ion B ac SUBJECT: Resolution approving Variance to Noise Ordinance request from Darrell Wilder (AKA) DJ Daze and Arryran Davis (AKA) Marvelous Music on August 31 and September 1, 2019 from 10:30 a.m to 8:00 p.m., in conjunction with the 3 on 3 Basketball Lootown Show Down event to be held at Sullivan Park, including live music, several D.J.'s and use of a PA system. Submitted by: Submitted By: Corbin Payne, Police Lieutenant Page 26 of 383 APPLICATION FOR VARIANCE TO NOISE ORDINANCE APPLICANT'S NAME: Darrell Wilder (AKA) DJ Daze rr ran Davis (AKA) Marvelous Music APPLICANT'S ADDRESS: APPLICANT'S PHONE ##: 319-423-9021 / 3_19A833091 ANTICIPATED DATE OF VARIANCE: 08131 /2019-09LD1L2019- -- NAME OF EVENT: ".' .:33on 3 Basketball Lootown Show Down TIMES OF DAY OF VARIANCE: 1. A 8• o o P.M GEOGRAPHICAL LOCATION OF VARIANCE: Park DISTANCE OF ACTIVITY FROM RESIDENTIAL PROPERTIES: 25 t PLEASE EXPLAIN THE EVENT REQUIRING THE VARIANCE AND BE SPECIFIC, INCLUDE GEOGRAPHICAL LOCATION, AND WHAT ACTUALLY WILL EXCEED THE NOISE ORDINANCE, SUCH AS A BAND PLAYING, PA SYSTEM, ETC. 3 on 3 Basketball Tour en open to':the Public. Will be several Di ' s and Live Music. CITY COUNCIL ACTION: APPROVAL: DENIAL: DJ Daze Applicant's Signature 07/30/2019 Date Police Dept. Recomrnerdation APPROVAL: r DENIAL: DECIBEL LEVEL: Page 27 of 383 CITY OF WATERLOO Council Communication Resolution approving Variance to Noise Ordinance request from Shirley Haughton on behalf of Community Southern Baptist Church, on August 24, 2019 from 10:00 a.m. to 8:00 p.m. for their Outreach Ministry event to be held at Sullivan Park, including singing, music and the use of a PA system. City Council Meeting: 8/12/2019 Prepared: 8/7/2019 REVIEWERS: Department Reviewer Action Date Police . cpar1L I h hgbyy Nancy. Approved 8/7/ ,,,,,,, :d5 A. ATTACHMENTS: Description Type Variance n Back .gypMated . SUBJECT: Resolution approving Variance to Noise Ordinance request from Shirley Haughton on behalf of Community Southern Baptist Church, on August 24, 2019 from 10:00 a.m. to 8:00 p.m. for their Outreach Ministry event to be held at Sullivan Park, including singing, music and the use of a PA system. Submitted by: Submitted By: Corbin Payne, Police Lieutenant Page 28 of 383 APPLICANT'S NAME: APPLICANT' T' S ADORES ADDRESS: APPLICANT'S PHONE #: APPLICATION FOR VARIANCE TO NOISE ORDINANCE CL,c‘-(..\(\ 36-70 ANTICIPATED DATE OF VARIANCE: -N As -k NAME EVENT: __C- _ i � , Siff'\ - TIMES OF DAY OF VARIANCE: k CAP') - -� GEOGRAPHICAL LOCATION OF VARIANCE: ,),Avv_a Pte; '4\ 8kv--e4 Woa-c-ctdo 5010S DISTANCE OF ACTIVITY FROM RESIDENTIAL PROPERTIES: AL__,rd, PLEASE EXPLAIN THE EVENT REQUIRING THE VARIANCE AND BE SPECIFIC, INCLUDE GEOGRAPHICAL LOCATION, AND WHAT ACTUALLY WILL EXCEED THE NOISE ORDINANCE, SUCH AS A BAND PLAYING, PA SYSTEM, ETC. CITY COUNCIL ACT ION: APPROVAL: DENIAL: Applicant's Signa Date Police Dept. Recommen APPROVAL: DENIAL: DECIBEL LEVEL: Pf Page 29 of 383 CITY OF WATERLOO Council Communication Resolution approving request by Main Street Waterloo to close Jefferson Street on September 30, 2019 from 4:00 p.m. — 10:00 p.m., at Park Avenue to 3rd Street, in conjunction with the Classic Car Night. City Council Meeting: 8/12/2019 Prepared: 8/7/2019 REVIEWERS: Department Reviewer Action Date P °lice Depar neat Payne, Corbin Approved 8/7/ .. 9:4. Clerk Office Even. IdeAnn Approved 8/8/2 . 1 ATTACHMENTS: Description Type . t c et close- re. of Fri.'. yloo .:.;over M e SUBJECT: Resolution approving request by Main Street Waterloo to close Jefferson Street on September 30, 2019 from 4:00 p.m. — 10:00 p.m., at Park Avenue to 3rd Street, in conjunction with the Classic Car Night. Submitted by: Submitted By: Corbin P ayne Police Lieuteant Recommended Action: Approval Summary Statement: see attachment Expenditure Required: Delivery and pickup of City barricades. S o urc e of Funds : General Policy Issue: none Alternative: none Background Information: none Page 30 of 383 Tuesday, August 6, 2019 RE: Friday'Loo Street Closure With the construction at Lincoln Park, we are hosting our last 2 Friday'Loo events at RiverLoop Expo Plaza. On Friday, August 30, we are hosting a classic car night and would like permission to close Jefferson from Park Ave to 3rd St from 4pm to 1 Opm. Would ask that 4 barricades be dropped at Park Ave and Jefferson and 4 barricades be dropped at 3rd and Jefferson. Thank you for your consideration. Your truly, Jess ucker Executive Director Main Street Waterloo AN STREET 0 WA ATIIEN STREET Page 31Rof.' of 383 CITY OF WATERLOO Council Communication Resolution setting date of public hearing as August 26, 2019, to approve a Lease Agreement in the amount of $1.00, with the State of Iowa Armory Board for City owned property located north of 3106 Airport Boulevard, and instruct the City Clerk to publish notice. City Council Meeting: 8/12/2019 Prepared: 8/7/2019 REVIEWERS: Department Reviewer Action Date P tanning &" '' . ni.ng S chi.. oeder, Axle Rej cctec 8/7/2. 1 ,,,,,,, 10:1 A P ia. n. i.n.... ...'' ping vinM lleriiM A..drienne . p proved. 8/7/2019 9 ...., 10:7.4 P AM g S p Approved.. 8/7/2019 �1.0:33 5 A P �a���m ��m mm��� �, �d Zoning �:���.g ��,..� �,��� m oc��c� e�r�, A�.����, �. i � ,,,,,,, Clerk Of lice Even, I..., enn. ..Approved /7/2019 ,,,,,,, 11-50 AM ATTACHMENTS: Description Type 0 lease Agireerne, nt i:"3 ack.ui ..a.t , In. 1. 0 ` !:.ap of i ease area B a.kup Material. SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Resolution setting date of public hearing as August 26, 2019, to approve a Lease Agreement in the amount of $1.00, with the State of Iowa Armory Board for City owned property located north of 3106 Airport Boulevard, and instruct the City Clerk to publish notice. Submitted By: Noel Anderson, Community Planning and Development Director Approval. The National Guard is looking to expand their footprint in Waterloo. The City of Waterloo has owned land adjacent to their site since 1997 and has been leasing a portion of that land to the National Guard since 2006. With the space the National Guard will be constructing additional buildings and will also have more space for truck parking/maneuvering. The new facilities will also allow for additional training to take place in Waterloo for surrounding National Guard units. None N/A Land Use Lease Area Description: PARCEL 1: TRACT A, MIDPORT AMERICA PLAT NO.1, CITY OF WATERLOO, BLACK HAWK COUNTY, STATE OF IOWA. Page 32 of 383 and Legal Descriptions: PARCEL 2: TRACT B, MIDPORT AMERICA PLAT NO.1, CITY OF WATERLOO, BLACK HAWK COUNTY, STATE OF IOWA,EXCEPT: That part of said Tract " B " lying North of a line which begins at a point on the East line of Tract "B" which is Four Hundred Twenty (420.0) feet South of the Northeast comer of said Tract "B", thence N90° 00' 00"W Seven Hundred Ninety (790.0) feet to the West line of said Tract " B " and point of termination. ALSO except: The North 100 feet of the West 360 feet of that part of said Tract "B" lying south of the parcel shown on the Plat of Survey recorded in City Lot Deed Book 665, at Page 403, in the records of the Black Hawk County Recorder. Page 33 of 383 LEASE - MUNICIPAL PROPERTY Recorder's Cover Sheet Preparer Information: (name, address and phone number) Seth D. Dodge, 4201 Westown Parkway, Suite 250, West Des Moines, IA 50266, Phone: (515) 283- 1801 1LT Seth D. Dodge, JAG 671st TC, JFHQ, IANG Taxpayer Information: (name and complete address) State of Iowa Vo Iowa Armory Board 7105 Northwest 70th Ave. Johnston, IA 50131 Return Document To: (name and complete address) Iowa Armory Board 7105 Northwest 70th Ave. Johnston, IA 50131 Grantors: City of Waterloo Grantees: State of Iowa, Iowa Armory Board Legal Description: See Page 2 Page 34 of 383 LEASE AGREEMENT FOR CITY -OWNED PROPERTY This Lease Agreement (hereinafter, the "Agreement") made the day of 2019, between the City of Waterloo, a municipal corporation, hereinafter referred to as the "Lessor" and the The State of Iowa, represented herein by the Iowa Armory Board, pursuant to Iowa Military Code, Chapter 29A.57, or its successor provision, hereinafter referred to as "Lessee" (collectively referred to as "the Parties"). WITNESSETH: 1. PREMISES. The Lessor hereby leases to the Lessee the following premises, locally known as the Iowa National Guard Armory and Field Maintenance Shop, 3106 Airport Blvd., Waterloo, Iowa (and adjacent property), and legally described as follows (hereinafter, the "Premises"): and PARCEL 1: TRACT A, MIDPORT AMERICA PLAT NO.1, CITY OF WATERLOO, BLACK HAWK COUNTY, STATE OF IOWA. PARCEL 2: TRACT B, MIDPORT AMERICA PLAT NO.1, CITY OF WATERLOO, BLACK HAWK COUNTY, STATE OF IOWA,EXCEPT: That part of said Tract "B" lying North of a line which begins at a point on the East line of Tract "B" which is Four Hundred Twenty (420.0) feet South of the Northeast corner of said Tract "B", thence N90°00'00"W Seven Hundred Ninety (790.0) feet to the West line of said Tract "B" and point of termination. ALSO except: The North 100 feet of the West 360 feet of that part of said Tract "B" lying south of the parcel shown on the Plat of Survey recorded in City Lot Deed Book 665, at Page 403, in the records of the Black Hawk County Recorder. 2. INITIAL TERM. The term of this Agreement shall be for a period of fifty (50) years commencing on the first day of , 2019 and ending on the last day of , 2069. Lessee shall have the option to renew this Agreement as provided in Section 3, or otherwise by mutual written agreement of the parties. 3. OPTION TO RENEW. So long as Lessee is not in default under the terms and provisions of this Agreement during the final six (6) months of the initial term, Lessee shall have the right and option to renew this Agreement for an additional fifty-year term ("Option Term") with the same terms and upon the same covenants, conditions and provisions provided in this Agreement. Lessee shall exercise such option, if at all, by giving written notice to Lessor not less than ninety (90) days prior to the expiration of the initial term. If Lessee fails to give such notice to Lessor, the Parties covenant and agree that the Page 35 of 383 terms of this Agreement shall continue in force and effect for successive terms of one (1) year each, until such time as the Lessee shall give notice of termination or as otherwise agreed by the Parties. 4. TERMINATION. Lessee may terminate this Agreement at any time upon thirty (30) days' advance written notice to the Lessor. Said notice shall state the effective date of the termination, which date shall not be less than 30 days from the date of written acknowledgment of receipt by Lessor, or from the date of mailing said notice to Lessor. 5. CONDITION OF PREMISES UPON TERMINATION. The Parties acknowledge that the Lessee has developed and improved the Premises, including the installation of several buildings. The Parties further acknowledge that Lessee intends to continue to improve the Premises at its discretion. Upon termination of this Agreement, the Lessee is not obligated to restore the Premises to its previous condition. Lessor acknowledges that the improvements may remain with the Premises in their then - current condition. Lessee is neither obligated to remove any structures or improvements, nor restricted from removing any structures or improvements, upon termination. 6. RIGHT OF FIRST REFUSAL. Lessor hereby grants to Lessee, a right of first refusal to purchase the Premises. Such right of first refusal shall continue during the term of this Agreement, as well as any extension or renewal period. Lessor shall promptly notify Lessee of any bona fide offer for sale of the Premises. Upon receipt of such notice, Lessee shall have sixty (60) days to exercise its right of first refusal. Lessee shall have the right to complete any due diligence to review the third -party offer in order to determine if it is a bona fide offer in good faith. If Lessee exercises its right of first refusal, such transaction shall be on substantially similar terms to the third -party offer. Any purchaser, or successor in interest to the Lessor, shall take title subject to the provisions of this Agreement. 7. POSSESSION. The Parties acknowledge that Lessee is currently in possession of the Premises. 8. RENT. Lessee agrees to pay Lessor rent of fifty dollars ($50), due and payable on the first day of the Initial Term 9. LEASE TERMINATIONS. The Parties hereby agree to terminate the following existing lease agreements with the City of Waterloo and the State of Iowa, Iowa Armory Board, or Iowa National Guard, impacting the premises, effective on the first day of July 2019: A) Lease Agreement dated 9 September, 2002 (Midport America Park Plat 1, Tract A), which lease was recorded on 27 September, 2003, in Book 2003, Page 08346 of the County Records. B) Lease Agreement dated 19 June 2006 (South 125' of Tract B, Midport America Plat 1), which lease was not recorded. 10. CARE AND MAINTENANCE. Lessee agrees to maintain the Premises in a safe, serviceable, clean and presentable condition, except for repairs and replacements to be made by Lessor. Lessee shall make all repairs, replacements and improvements to the improvement on the Premises. Lessee may make any such improvements, structural changes, or alterations without the prior written consent of Lessor. 11. UTILITIES AND SERVICES. Lessee shall pay for all utility services utilized by Lessee within the Premises, including heat, water (including sewage charges and/or taxes based on water consumption), gas, utility and any other utility services used or consumed by Lessee within the Premises. Lessor shall not be liable for damages for any utility failures, or for any stoppage for needed repairs or for 2 Page 36 of 383 improvements of utilities or arising from causes beyond the control of Lessor, provided Lessor uses reasonable diligence to resume such services if such services are provided for, maintained by, or under the control of Lessor. 12. IMPROVEMENTS. Lessee may construct, own and maintain at Lessee's expense, all improvements on the premises. Any construction of improvements shall be in substantial conformance with plans as submitted to Lessor. Lessee shall provide written notice to Lessor of any substantial change to the plans prior to completion of the improvements. Any fence installed around the facility shall be located on the premises. The improvements may include a means of allowing storm water to flow through the Premises if deemed necessary by Lessor or county, and any storm water plan is subject to approval by Lessor. Lessee acknowledges that there are certain sanitary sewers on the Premises, and Lessee agrees to provide reasonable access to the Premises as requested by Lessor to allow maintenance of the sanitary sewer system. In connection with any physical improvements that Lessee desires to make to the Premises, Lessee will provide a site plan to Lessor for review, and Lessor agrees that it will work with Lessee in good faith to abandon or relocate the existing sanitary sewer if necessary for the completion of such improvements. 13. PERMITS. Lessee shall obtain and maintain, at Lessee expense, all permits necessary for operations. 14. ASSIGNMENT/SUBLET. Lessee may assign, transfer, sublease, pledge, surrender or otherwise encumber or dispose of this Agreement or any portion thereof to a governmental entity without the prior written consent of the Lessor, provided that Lessee shall promptly provide written notification to Lessor of any such action. 15. INSURANCE. A. PROPERTY INSURANCE. Lessor and Lessee may keep insurance policies on their respective interests in the Premises. To the extent permitted by any such policies, the Lessor and Lessee each waive all rights of recovery against each other. B. LIABILITY INSURANCE. Lessee is not required to carry liability insurance. 16. LIABILITY FOR DAMAGE. Each party shall be liable to the other for all damage to the property of the other negligently, recklessly or intentionally caused by that party (or their officials, agents, employees or invitees), except to the extent the loss is insured and subrogation is waived under the owner's policy. 17. REAL ESTATE TAXES. The Lessee shall be responsible for payment of any real estate taxes levied against the premises or any improvements thereon. 18. DAMAGE. In the event of damage to the premises, such that Lessee is unable to conduct its operations on the premises, this Agreement may be terminated at the option of either party. Such termination shall be effected by notice of one party to the other within 30 days after such notice; and both parties shall thereafter be released from all future obligations hereunder. 19. MECHANICS' LIENS. Neither Lessee, nor anyone claiming by, through, or under Lessee, shall have the right to file any mechanic's lien against the premises. 20. SIGNAGE. Lessee shall at Lessee's expense be permitted to place its signage upon the building facade and any monument sign on the Premises with available space. 3 Page 37 of 383 21. DEFAULT, NOTICE OF DEFAULT AND REMEDIES. A) EVENTS OF DEFAULT. Each of the following shall constitute an event of default by Lessee: (1) Failure to pay Rent when due; (2) failure to observe or perform any duties, obligations, agreements, or conditions imposed on Lessee pursuant to the terms of the Agreement, including but not limited to the requirement to complete construction of improvements as set forth in Section 12; or (3) abandonment of the Premises. "Abandonment" means the Lessee has failed to engage in its usual and customary operations on the Premises for more than six (6) consecutive months. B) NOTICE OF DEFAULT. Lessor shall give Lessee a written notice specifying the default and giving the Lessee three (3) months in which to correct the default. Consent to additional time shall not be unreasonably withheld by Lessor. Notice pursuant to this subsection shall be by regular and certified mail to the Iowa Armory Board, the Adjutant General's office, the Iowa Attorney General, and to the Staff Judge Advocate for the Iowa Army National Guard, at the last known address of each. C) REMEDIES. In the event Lessee has not remedied a default in a timely manner following a Notice of Default, Lessor is limited to the following remedy: Termination. Lessor may declare this Agreement to be terminated and shall give Lessee a written notice of such termination. Notice pursuant to this subsection shall be by regular and certified mail to the Iowa Armory Board, the Adjutant General's office, the Iowa Attorney General, and to the Staff Judge Advocate for the Iowa Army National Guard, at the last known address of each. 22. CONDITION OF PREMISES. It is understood by and between the Parties herein that the Lessee accepts the premises in their present, AS -IS condition, without any representation or warranty by Lessor as to the condition of same or their suitability for any particular purposes. The parties acknowledge that Lessee has occupied a portion of the Premises for more than 15 years and is fully familiar with the condition and attributes of same. 23. USE OF PREMISES. The Lessee will use said premises pursuant to its own operational discretion, subject to applicable law. 24. MAINTENANCE. The Lessee agrees to provide for maintenance, mowing and snow removal of the Premises. Unless expressly stated to the contrary, Lessee's exercise of any right, option, privilege or remedy under or in relation to this Agreement shall be at the sole cost and expense of Lessee, without reimbursement or contribution by Lessor. 25. EASEMENTS. Lessee acknowledges that this Agreement is subject to any existing easements, covenants, or restrictions of record. 26. NOTICES AND DEMANDS. All notices shall be given to the Parties hereto at the addresses designated 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 notice shall be considered given under the terms of this Agreement when it is deposited in the U.S. Mail, registered or certified, properly addressed, return receipt requested, and postage prepaid. 27. SEVERANCE. Any provision contained in the Agreement which is unenforceable shall not affect the enforceability of the remaining provisions. 4 Page 38 of 383 28. ENTIRE AGREEMENT. This Agreement contains the entire agreement between the Parties. None of the covenants, provisions, terms or conditions of this Agreement will be in any manner modified, waived, or abandoned, except by written instrument duly signed by both Parties and delivered to the Lessor and Lessee. 29. PROVISIONS BINDING. Each and every covenant and agreement herein contained shall extend to and be binding upon the respective successors, assigns and transferees of the Parties. IN WITNESS WHEREOF, the Parties have entered into this Lease Agreement on the date appearing in the first paragraph hereof. LESSOR CITY OF WATERLOO By: Quentin Hart, Mayor Attest: Kelley Felchle, City Clerk STATE OF IOWA, COUNTY OF BLACK HAWK) ss. On the day of , 2019, before me, the undersigned, a Notary Public in and form this state and county, personally appeared Quentin Hart and Kelley Felchle, to me personally known, who, before me duly sworn, did say that they are the MAYOR and City Clerk, respectively, of said City executing the within and foregoing instrument, that said instrument was signed and sealed on behalf of said City by authority of its City Council; and that the said MAYOR and City Clerk acknowledge the execution of said instrument to be the voluntary act and deed of said City, by it and by them voluntarily executed. LESSEE IOWA ARMORY BOARD by Chairman, Iowa Armory Board 5 Notary Public Page 39 of 383 STATE OF IOWA, COUNTY OF ) ss. On the day of , 2019, before me, the undersigned, a Notary Public in and form this state and county, personally appeared , to me personally known, who, before me duly sworn, did say that they are the , of the IOWA ARMORY BOARD, executing the within and foregoing instrument, that said instrument was signed on behalf of said IOWA ARMORY BOARD; and that the said acknowledge the execution of said instrument to be the voluntary act and deed of said IOWA ARMORY BOARD, by it and by them voluntarily executed. 6 Notary Public in and for said County Page 40 of 383 I .10101111111111111111111111111111111111011111,0" IIIIIIII Nv!IIIIII1II; 11I1iill1� 11I11 IIII9rv�l10 ,4VlIal li'm 1Ip ,11111.•11 x0100 001010, .�� uI11i1N 1111111111111111111111111111111111 1111 II 1111101111111010101011111110111 11111111111111111111 MIDPORT BLVD 1111111111111111111111111111111111 illlll!!!!!ul p'�'fl;;!'su''I`Itll �9'd�iYl"IIII�'1i9h11 inAVn�'�mi''n'Inn�'IIIIII�'IIINII 111'111111111111111111 �'I II 1I IIIIIrvl' I°' 'lil` 1 ,IIS I �I u I uNll I I IM �dfp"'dI''11'I11iP°i;'!I'pplliiiII"II�I""0i�lilll��I!11111„pill'°' ”' !IIpII�II�gI��,IpIhIII�II,;,N�'!�li��'iio� NuIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III II III IIIIN� Illln l IIIA '�I�Il,�ll�dll i �� i l','•m�l'ul�u"��''�IV'„'„q"IpIV°,,,'IIII II� IN � uml� � !I I'PI!'u�lr'III'.ii'IIIIIIIIIV�lllli'�;',i;;tMYi�l�ld'�I�IINII��''lill�lllxillllllll!6IINI'� IIN I � u �I !!!u!I!I!I� �'I' III ^ I 11 Nuh' mnn 11III III IIII "N�'u�p!� IVIi �' Imi0li�ll 11WI111111IIII� 11IIIIIIIIIIIIIIIII0IIIII� . 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This map does not represent a survey, no liability is assumed for the accuracy of the data delineated herein, either expressed or implied by Black Hawk County, the Black Hawk County Assessor, or their employees. The City of Waterloo makes no warranty, express or implied, as to the accuracy of the information shown on this map, and expressly disclaims liability for the accuracy thereof. Users should refer to official plats, surveys, recorded deeds, etc. located at the Black Hawk County Assessor's Office for complete and accurate information. City of Waterloo, Iowa W+E s Page 41 of 383 CITY OF WATERLOO Council Communication Resolution approving preliminary specifications, bid documents, etc., setting date of bid opening as August 29, 2019 and date of public hearing as September 9, 2019, in conjunction with the FY 2019 Young Arena Roof Replacement Project, Contract No. 998, and instruct City Clerk to publish said notice. City Council Meeting: 8/12/2019 Prepared: 8/7/2019 REVIEWERS: Department i ,em.sure UV. Clerk (Office S ervmcc s C ,erasure Services ,erasure Services Clerk Office Reviewer Eluting, Pam,m �f �ven, 1..deA.nn Even, 1,eAnn Iiut ng, P Hinting, Paul I";„ven., i...,cAnmrm. Action Approved proved Rejected Rejected . ;proved.. Approved. Approved.. ATTACHMENTS: Description Type Preliminary P c,em mc,, on s, B c kup ate r is SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Date 8/ 1/2 : 1 ,,,,,,, i 8/7/2019 5:2- PM 8/"1/20 95:2211 M 8/8/2,0119 ,0119 ,,,,,,, 7:23 M 8/8/2,0119 ,,,,,,, 7:24- AM' 8/8/201) ,,,,,,, 114-2 AM 1 Resolution approving preliminary specifications, bid documents, etc., setting date of bid opening as August 29, 2019 and date of public hearing as September 9, 2019, in conjunction with the FY 2019 Young Arena Roof Rep lac ement Project, Contract No. 998, and instruct City Clerk to publish said notice. Submitted By: Travis Nichols, Facilities/Project Manager Approve the plans, specifications, etc. and taking of bids, and set the date of bid opening as August 29, 2019 and date of hearing as September 2, 2019 This project provides for replacement of the West mechanical single ply roof system to include a HVAC unit. RFP includes alternates for rep lac ement of East mechanical single ply roof system at Young Arena. G.O. Bond Funds This project supports the City of Waterloo Strategic Plan, strategy 4.5 "Maintain City facilities that support quality of place" Page 42 of 383 '1y nrcr" ,4Ew""' �.. Uk � vnr�s ��v� �� wmim 4 E IY N 21) 1: nVll '! Benchmark PROJECT MANUAL FOR: INC City of Waterloo: FY2019 Young Arena Roof Replacement Project, Contract No. 998 East and West Roofs 125 Commercial Street Waterloo, Iowa 50703 City of Waterloo, Department of Leisure Services Waterloo, Iowa CONTRACT DOCUMENTS CONTACT PERSON: Travis Nichols, Facilities/Project Manager Waterloo Leisure Services (319) 291-4370 Travis. n ichols(a�waterloo-ia.org Questions: Please address all questions to the Owner's representative at Benchmark, Inc. Jason Hackman, RRO Field Consultant — Benchmark, Inc. 319.231.4255 jhackmanbenchmark-inc.com Page 43 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 Page 44 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 OWNERSHIP OF DOCUMENTS These bidding documents, and the ideas, drawings and specifications incorporated herein, as an instrument of professional service, is the property of Benchmark, Inc., and is not to be used, in whole or in part, for any other project without the written authorization of Benchmark, Inc. These Bidding Documents were prepared for City of Waterloo by: BENCHMARK, INC. Jason Hackman, RRO Field Consultant and reviewed by: BENCHMARK, INC. Chad Kaminski, RRO Senior Consultant Benchmark, Inc. Ownership of Documents Project No. 19WATWATER002B Section 00 01 02 - Page 1 8/9/2019 Page 45 of 383 THIS PAGE IS INTENTIONALLY LEFT BLANK Benchmark, Inc. Ownership of Documents Project No. 19WATWATER002B Section 00 01 02 - Page 1 8/9/2019 Page 46 of 383 TABLE OF CONTENTS DIVISION 00 — PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 01 COVER 00 01 02 OWNERSHIP OF DOCUMENTS 00 01 11 TABLE OF CONTENTS 00 01 20 BIDDING SUPPLEMENTS NOTICE TO BIDDERS NOTICE OF PUBLIC HEARING INSTRUCTION TO BIDDERS GENERAL CONDITIONS BID FORM STATEMENT OF BIDDER'S QUALIFICATIONS BID BOND NON -COLLUSION AFFIDAVIT OF PRIME BIDDER COLLUSION AFFIDAVIT OF SUBCONTRACTOR EQUAL OPPORTUNITY CLAUSE SALES TAX EXEMPTION FORM MBE/WBE CONTRACT COMPLIANCE PROGRAM MBE/WBE PRE-BID CONTACT INFORMATION FORM INSTRUCTIONS MBE/WBE CERTIFIED CONTRACTORS DIVISION 01 — GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK 01 23 00 ALTERNATES 01 30 01 PROJECT ADMINISTRATION PRECONSTRUCTION DAMAGE REPORT DAILY PROGRESS REPORT 01 33 24 SCHEDULE OF PRE -JOB SUBMITTALS 01 35 13 SPECIAL PROJECT PROCEDURES 01 35 24 CONSTRUCTION PROJECT SAFETY 01 56 01 TEMPORARY INTERIOR PROTECTION 01 78 36 WARRANTIES DIVISION 02 — EXISTING CONDITIONS 02 41 20 ROOF DEMOLITION AND CLEANUP Benchmark, Inc. Table of Contents Project No. 19WATWATER002B Section 00 01 11 - Page 1 8/9/2019 Page 47 of 383 DIVISION 06 — WOOD, PLASTICS, AND COMPOSITES 06 10 53 MISCELLANEOUS ROUGH CARPENTRY DIVISION 07 — THERMAL AND MOISTURE PROTECTION 07 22 16 ROOF BOARD INSULATION 07 26 04 SELF -ADHERING VAPOR RETARDER 07 53 23.04 ADHERED EPDM ELASTOMERIC MEMBRANE ROOFING 07 62 00 SHEET METAL FLASHING AND TRIM 07 72 65 SUPPORT SYSTEMS ROOF PLAN(S) AND DETAIL DRAWINGS R0.01 TITLE SHEET R1.01 WEST ROOF PLAN R1.02 EAST ROOF PLAN R2.01 ROOF DETAILS R2.02 ROOF DETAILS R2.03 ROOF DETAILS R2.04 ROOF DETAILS R2.05 ROOF DETAILS A0.01 EXTERIOR REHABILITATION PLAN — FROM INVISION ARCHITECTURE A1.10 EXTERIOR REHABILITATION PLAN — FROM INVISION ARCHITECTURE ME1.00 MECHANICAL UPGRADE PLAN — MODUS ENGINEERING ME2.00 MECHANICAL UPGRADE PLAN — MODUS ENGINEERING ME2.01 MECHANICAL UPGRADE PLAN — MODUS ENGINEERING ME2.02 MECHANICAL UPGRADE PLAN — MODUS ENGINEERING ME3.00 MECHANICAL UPGRADE PLAN — MODUS ENGINEERING ME4.00 MECHANICAL UPGRADE PLAN — MODUS ENGINEERING ME5.00 MECHANICAL UPGRADE PLAN — MODUS ENGINEERING Benchmark, Inc. Table of Contents Section 00 01 11 - Page 2 Project No. 19WATWATER002B 8/9/2019 Page 48 of 383 NOTICE TO BIDDERS For the Taking of Construction Bids for the FY2019 YOUNG ARENA ROOF REPLACEMENT PROJECT, CONTRACT NO. 998 PRE-BID MEETING A pre-bid meeting will be held on August 21, 2019 at 10:00 AM at Young Arena, 125 Commercial Street, Waterloo, Iowa. Attendance is recommended but is not mandatory. RECEIVING OF BIDS Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at her office in the City Hall of the said City on the 29th day of August 2019, until 1:00 p.m. for the construction of the FY2019 Young Arena Roof Replacement Project, Contract No. 998 as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS All proposals received will be opened in the First Floor Conference Room at City Hall, in the City of Waterloo, Iowa, on the 29th day of August 2019, at 1:00 p.m., and the proposals will be acted upon at such later time and place as may then be fixed by the City Council. PUBLIC HEARING The Council of said City will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the construction of the above-described improvement project at 5:30 p.m. on September 9, 2019, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. SCOPE OF WORK The extent of the work involved is replacement of the Young Arena West and East mechanical single -ply roof systems located at 125 Commercial Street, Waterloo, Iowa. BEGINNING AND COMPLETION DATES The work under the proposed contract shall be commenced within ten (10) working days after receipt of "Notice to Proceed". All work associated with Base Bid and Alternate Bids 01, 03, 04, 06, 08, and 09 shall be completed on or before June 15, 2020. If the Owner awards Alternate Bids 02, 05, and/or 07, the associated work shall begin on the specified start date and shall be completed on or before October 15, 2020. NOTICE TO BIDDERS Page 1 oN9e 49 of 383 METHOD OF PAYMENT TO CONTRACTOR The Contractor will be paid against bi-monthly estimates in cash on the basis of ninety-five percent (95%) of the work as it is completed and materials delivered and work approved. Final payment will be made thirty-one (31) days after completion of the work and acceptance by the Council. Before final payment is made, vouchers showing that all subcontractors and workmen and all persons furnishing materials have been fully paid for such materials and labor will be required unless the City is satisfied that material, men and laborers have been paid. The Contractor is hereby notified that if the City does not have cash on hand to pay monthly pay estimates, according to Chapter 384.57 of the Code of Iowa, payment may be made by anticipatory warrants issued bearing a rate of interest not exceeding that permitted by Chapter 74A, Code of Iowa. PLANS AND SPECIFICATIONS Plans and Specifications governing the construction of the proposed improvements have been prepared by City, which plans and specifications and also the prior proceedings of the City Council referring to and defining said proposed improvements are hereby made a part of this notice, and the proposed contract by reference shall be executed in compliance therewith. Plans and Specifications are available from Rapids Reproduction/Technigraphics, 6201 Chancellor Drive, Cedar Falls, IA 50613; 319-277-5538. Deposits will be refunded if the plans are returned in usable condition (i.e. generally free of highlights, ink markings, tears, stickers, water stains and soiling) to the City of Waterloo, 1101 Campbell Avenue, Waterloo, IA 50701 or Rapids Reproduction/Technigraphics, 6201 Chancellor Drive, Cedar Falls, IA 50613, by the end of the 14th consecutive day after the project has been awarded. No deposits will be refunded for any requests or plans received after the 14th consecutive day, which includes plans returned via mail service. Plan holders are responsible for ascertaining when the project has been awarded. If the plan holder is the prime contractor or a subcontractor or supplier of the prime contractor that has been awarded the project, Plans and Specifications do not need to be returned to receive the deposit. The prime contractor must submit a list of his subcontractors and suppliers for the City to verify eligibility for the refundable deposit. Upon award of project, the prime contractor, his subcontractors and suppliers shall be supplied with the extra plans and specifications returned. Any extra sets can be ordered from Rapids Reproduction. CONTRACT AWARD A contract will be awarded to the qualified bidder submitting the lowest bid. NOTICE TO BIDDERS Page 2 oNge 50 of 383 The City reserves the right to reject any or all bids, re -advertise for new bids, and to waive informalities in the bids submitted that might be in the best interest of the City. Bids may be held by the City of Waterloo, Iowa, for a period not to exceed thirty (30) days from the day of the opening of bids for the purpose of reviewing the bids and investigating the qualifications of bidders, prior to awarding the contract. By virtue of statutory authority, a preference will be given to products and provisions grown and coal produced with the State of Iowa and preference will be given to local domestic labor in the construction of the improvement. PROPOSALS SUBMITTED The bidder shall submit a lump sum bid on the items listed in the proposal. All bids must be submitted on the Bid Form supplied by the City. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, or bid bond, (on the form furnished by the City) payable to the City of Waterloo, Iowa, in the sum of not less than five percent (5%) of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bonds, his bid security may be retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the Bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. PERFORMANCE & PAYMENT BONDS The successful bidder will be required to furnish a "Performance Bond" and a "Payment Bond" within ten (10) days after forms are presented to him in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City Council and shall guarantee the faithful performance of the contract and the terms and conditions therein contained, and shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims of any kind caused by the operations of the contractor. SALES TAX EXEMPTION CERTIFICATES Contractors and approved subcontractors will be provided a Sales Tax Exemption Certification to purchase building materials or supplies in the performance of construction contracts let by the City of Waterloo. NOTICE TO BIDDERS Page 3 olNge 51 of 383 Posted pursuant to the provisions of Chapter 26 of the City Code of Iowa. CITY OF WATERLOO, IOWA NOTICE TO BIDDERS Page 4 oINge 52 of 383 NOTICE OF PUBLIC HEARING On Proposed Plans, Specifications, Form of Contract, And Estimate of Cost For the FY2019 YOUNG ARENA ROOF REPLACEMENT PROJECT, CONTRACT NO. 998 In the City of Waterloo, Iowa RECEIVING OF BIDS Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at her office in the City Hall of the said City on the 29th day of August 2019, until 1:00 p.m. for the construction of the FY2019 YOUNG ARENA ROOF REPLACEMENT PROJECT, CONTRACT NO. 998 as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS All proposals received will be opened in the First Floor Conference Room at City Hall, in the City of Waterloo, Iowa, on the 29th day of August 2019 at 1:00 p.m., and the proposals will be acted upon at such later time and place as may then be fixed by the City Council. PUBLIC HEARING Notice is hereby given that the Council of said City will conduct a public hearing on the proposed plans, specifications, form of contract, and estimate of cost for the construction of the above-described improvement project at 5:30 p.m. on the 9th day of September 2019, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. The proposed plans, specifications, form of contract, and estimate of cost for said improvements heretofore prepared by Benchmark, Inc. are now on file in the office of the City Clerk for public examination, and any person interested therein may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto at the meeting above set forth. The NOTICE TO BIDDERS can be viewed at the following locations: 1) City of Waterloo web site at http://ci.waterloo.ia.us/ 2) Plan rooms: Master Builders of Iowa 221 Park Street, PO Box 695 Des Moines, IA 50303 Rapids Reproductions 6201 Chancellor Drive Cedar Falls, Iowa 50613 3) Plan Room Websites: Master Builders of Iowa website at www.mbionline.com Rapid Reproductions website at www.rapidsrepro.com Page 53 of 383 SCOPE OF WORK The extent of the work involved is replacement of the Young Arena West and East mechanical single -ply roof systems located at 125 Commercial Street, Waterloo, Iowa. Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the 12th day of August 2019. CITY OF WATERLOO, IOWA BY: Kelley Felchle City Clerk Page 54 of 383 CITY OF WATERLOO, IOWA Waterloo Leisure Services INSTRUCTION TO BIDDERS I. EXPLANATIONS TO BIDDERS Any explanation desired by a bidder regarding the meaning or interpretation of the Notice to Bidders, Plans, Specifications, etc., must be requested in writing and with sufficient time allowed for a reply to reach bidders before submission of their bids. Written requests shall be simultaneously directed to Travis Nichols of the City of Waterloo and Jason Hackman of Benchmark, Inc. Any interpretations made will be in the form of written Addenda to the Notice to Bidders and contract documents; and will be furnished to all prospective bidders registered with the plan room entity specified in the Notice to Bidders. The bidder must acknowledge receipt of all Addenda in the space provided on the Proposal Form or by letter or telegram received before the time set for opening of bids. Oral explanations or instructions given before the award of the contract will not be binding. 11. PROPOSALS SUBMITTED All bids must be submitted on forms supplied by the Waterloo Leisure Services. All Base Bid and Alternative Bid items must be included for the bid to be considered responsive. Before submitting a bid, each bidder shall carefully examine the drawings (if any), read the specifications and all other contract documents and visit the site of the work. Each bidder shall be fully informed, prior to the bidding, as to all existing conditions and limitations under which the work is to be performed and shall include in this bid a sum to cover the cost of all items necessary to perform the work as set forth in the contract documents. No allowance will be made to any bidder because of lack of such examination or knowledge. The submission of a bid shall be construed as conclusive evidence that the bidder has made such examination. The bidder's attention is directed to the fact that all applicable state laws, municipal ordinances and the rules and regulations of all authorities having jurisdiction over the project shall apply to the Contract throughout and they shall be deemed to be included in the Contract the same as though herein written out in full. III. LATE BIDS AND MODIFICATIONS OR WITHDRAWALS Bids and modifications or withdrawals thereof received at the office designated in the Notice to Bidders after the exact time set for closing of bids will not be considered. However, a modification which is received from an otherwise successful bidder, and which makes the terms of the bid more favorable to the City, will be considered at any time it is received and may thereafter be accepted. Bids may be withdrawn by written or telegraphic request received from bidders prior to the time set for closing of bids. IV. PUBLIC OPENING OF BIDS Bids will be publicly opened at the specified time and place for opening in the Notice to Bidders. Their content will be made public for the information of bidders and others interested who may be present either in person or by representative. Page 55 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 V. COLLUSIVE AGREEMENTS A. Each bidder submitting a bid shall execute and include with the bid, a Non -Collusion Affidavit in the form herein provided, to the effect that he has not colluded with any other person, firm, or corporation in regard to any bid submitted. B. Each bidder submitting a bid shall have each proposed subcontractor, if any, execute and include with the bid, a Non -Collusion Affidavit in the form herein provided, to the effect that he has not colluded with any other person, firm, or corporation in regard to any bid submitted. Before executing any subcontract, the successful bidder shall submit the name of any proposed subcontractor for approval by the City. VI. MBE/WBE CONTRACT COMPLIANCE PROGRAM/SUBCONTRACTING The program proposes numerical projections regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) as Subcontractors, vendors and suppliers in performance of contracts awarded by the City of Waterloo, Iowa. A goal of at least 10 percent (10%) for MBE participation on all City funded construction projects that are estimated at $50,000.00 or more. A goal of at least two percent (2%) for WBE participation on all City funded construction projects that are estimated at $50,000.00 or more. Any project funded in part or in total with federal funds shall follow the respective agencies contract compliance program and goals. The Prime contractor shall make "good -faith efforts" to meet the contract Compliance MBE/WBE goals. The MBE/WBE subcontractors, suppliers or vendors must provide the Prime Contractor a reasonably competitive price for the service being rendered. For more information contact City of Waterloo Contract Compliance: Rudy D. Jones, Director Community Development Board 620 Mulberry Street Suite 202 Waterloo, Iowa 50703 (319) 291-4429 VII. EMPLOYMENT AND BUSINESS OPPORTUNITY (SECTION 3/ HUD ACT OF 1968) To the greatest extent feasible, suppliers, subcontractors, and low income workers owning businesses or living in the Waterloo area must be given priority in supplying materials, bidding for subcontract work, or applying for employment by the contractor on this project. Opportunities for training and for employment arising in connection with this project shall to the greatest extent feasible be made available to lower income persons residing in the project area. The Contract area is the City of Waterloo. The City of Waterloo will require the contractor to document his efforts in securing lower income workers living in the project area and in purchasing supplies from, and awarding subcontracts to, businesses owned by persons residing in the project area. See Section 3 Clause attachment for more information. VIII. STATEMENT OF BIDDER'S QUALIFICATIONS Each Bidder shall, upon request of the Waterloo Leisure Services, submit on the form furnished a statement of the Bidder's qualifications, his/her experience record in completing the type of project proposed, and equipment available for the work contemplated; and when requested, a detailed Page 56 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 financial statement. The Waterloo Leisure Services shall have the right to take such steps as it deems necessary to determine the ability of the Bidder to perform obligations under the Contract; and the Bidder shall furnish the Waterloo Leisure Services all such information and data for this purpose as it may request. The right is reserved to reject any bid where an investigation of the available evidence or information does not satisfy the Waterloo Leisure Services that the Bidder is qualified to carry out properly the terms of the Contract. IX. EXECUTION OF AGREEMENT, BOND, AND CERTIFICATE OF INSURANCE A. Subsequent to the award and within ten (10) days after the prescribed forms are presented for signature, the successful bidder shall execute and deliver to the City, an agreement in the form included in the contract documents in such number of copies as the City, may require. B. Having satisfied all conditions of award as set forth elsewhere in these documents, the successful bidder shall, within the period specified in paragraph "A" above, furnish a surety bond in a penal sum not less than the amount of the contract as awarded, as security for the faithful performance of the contract and the terms and conditions therein contained and shall guarantee the prompt payment of all persons, firms, or corporations to whom the contractor may become legally indebted for labor, materials, tools, equipment, or services of any nature including utility and transportation services, employed or used by him/her in performing the work. The bond shall protect and save harmless the City and Waterloo Leisure Services from claims and damages of any kind caused by the operations of the contractor and shall also guarantee the maintenance of the contract improvements for the period stated in the Notice of Hearing from and after completion of said improvements and their acceptance by the City and the Waterloo Leisure Services. Such bond shall be in the same form as that included in the contract documents and shall bear the same date as, or a date subsequent to that of the agreement. The current Power of Attorney for the person who signs for any surety company shall be attached to such bond. C. The successful bidder shall, within the period specified in paragraph "A" above, furnish a certificate of insurance for approval in amounts of not less than the amounts specified in the General Conditions. The certificate of insurance shall be furnished in such number of copies as the City of Waterloo may require. The City of Waterloo shall be named as an "Additional Named Insured." The contractor shall similarly submit his subcontractor's certificates of insurance in the amounts for approval before each commences work. The contractor shall carry or require that there be Worker's Compensation insurance for all his employees and those of his subcontractors engaged in work at the site, in accordance with State Worker's Compensation Laws. D. The failure of the successful bidder to execute such agreement and to supply the required bond or bonds within ten (10) days after the prescribed forms are presented for signature, or within such extended period as the City, may grant, based upon reasons determined sufficient by the City, may either award the contract to the next lowest responsible bidder or re -advertise for bids, and may charge against the bidder the difference between the amount of the bid and the amount for which a contract for the work is subsequently executed, irrespective of whether the amount thus due exceeds the amount of the bid guaranty. If a more favorable bid is received by re -advertising, the defaulting bidder shall have no claim against the City or Waterloo Leisure Services for a refund. Page 57 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 THIS PAGE IS INTENTIONALLY LEFT BLANK Page 58 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 CITY OF WATERLOO, IOWA Waterloo Leisure Services GENERAL CONDITIONS Definitions Whenever used in any of the Contract Documents, these terms shall be defined as follows: Contract - means the Contract or Agreement executed by and between the City Of Waterloo and the Contractor. Owner or Local Public Agency (LPA) - means the Waterloo Leisure Services. Contractor - means the person, firm or corporation entering into the Contract with The City of Waterloo, to construct and install the improvements described in the Specifications and shown on the Plans or Drawings. Contract Documents - means and shall include the following: Executed Contract Or Agreement, Addenda (if any), Invitation for Bids, Instructions to Bidders, Signed Copy of Bid, General Conditions, Special Conditions, Specifications, and Plans or Drawings. Superintendence by Contractor Except where the Contractor is an individual and gives personal superintendence to the work, the Contractor shall provide a competent superintendent, satisfactory to the Waterloo Leisure Services/City of Waterloo, on the work site at all times during working hours with full authority of the Contractor. The Contractor shall also provide an adequate staff to properly coordinate and expedite the work. The Contractor shall lay out and be responsible for all work executed under this Contract. The Contractor shall verify all figures and elevations before proceeding with the work and will be held responsible for any error resulting from failure to do so. Other Contracts The City of Waterloo may award or may have awarded other Contracts for additional work, and the Contractor shall cooperate fully with other Contractors, by scheduling work under this Contract with that to be performed under other Contracts as may be directed by the Waterloo Leisure Services/City of Waterloo. The Contractor shall not commit or permit any act which will interfere with the performance of work by any other Contractor as scheduled. Fitting and Coordination of the Work The Contractor shall be responsible for the proper fitting of all work and for the coordination of the operations of all Subcontractors engaged upon this Contract. The Contractor shall be prepared to guarantee to each Subcontractor the locations and measurements which they may require for the fitting of their work to all surrounding work. Page 59 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 Care of Work The Contractor shall be responsible for all damages to person or property that occur as a result of negligence in connection with the execution of work and shall be reasonable for the proper care and protection of all materials delivered and work performed until completion and final acceptance by the Waterloo Leisure Services. The Contractor shall provide sufficient security, both day and night, including weekends and holidays, from the time the work is commenced until final completion and acceptance, except when work being performed does not require protection. The Contractor shall be responsible for any loss of work, materials, equipment or time due to acts of any person on the project site. Therefore it is the responsibility of the Contractor to determine when security is needed. The Contractor shall avoid damage to existing sidewalks, streets, curbs, pavements, structures, and utilities except those which are to be replaced or removed. Any damage caused by the Contractor's operation shall be completely repaired at no expense to the Owner. General Requirements The Contractor shall be responsible for being informed as to all existing conditions and limitations under which the work is to be performed. No extra allowance will be made because of lack of such examination or knowledge. The Contractor shall not disturb existing walks, drives, parking areas, trees, shrubs, or turf areas outside the limits of the project. If disturbed, these items shall be replaced by the Contractor at no cost to the Owner. Trees and shrubs located in or near the project area shall be protected by the Contractor from damage by workers and construction equipment during time of construction. The City Forester will determine the extent of protection necessary for the trees. Permits and Codes The Contractor shall secure from the appropriate departments of the local government, at no charge, the required building, electrical, plumbing and heating permits. The Contractor shall give all notices required by, and comply with all applicable municipal and state laws, ordinances and codes. Liability Insurance The Contractor shall carry liability insurance which shall save the City harmless and protect the public and any person from injury sustained by the reason of the prosecution of the work or the handling or storing of materials therefore, and said Contractor shall also carry insurance which shall meet the requirements of the Iowa Worker's Compensation Law. Before the work shall be started on this contract, the Contractor shall furnish the City Clerk/Finance Manager with proper affidavit or affidavits executed by representatives of duly qualified insurance companies, evidencing that said insurance company or companies have issued liability insurance policies, effective during the life of the contract, or for a period of at least ten (10) days following the filing of written notice of cancellation, protecting the public and any person from injuries or damages Page 60 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 sustained by reason of carrying on the work involved in the contract. The affidavit shall specifically evidence the following forms of insurance protection: a. Public liability insurance covering all operations performed by persons directly employed by the Contractor. b. Public liability insurance covering all operations performed by any subcontractor to whom a portion of the work may have been assigned. c. Public liability insurance covering all work upon the project performed by any independent contractor working under the direction of either the principal contractor or a subcontractor. d. Motor vehicle bodily injury liability insurance and property damage liability insurance on all motor vehicles employed on the work, whether owned by the contractor or by other persons, firms, or corporations. e. The minimum protection shall be as follows: Comprehensive General Liability Insurance Bodily Injury (including wrongful death) Aggregate, Products and Completed Operations Property Damage Comp. Auto Bodily Injury Property Damage $2,000,000.00 per person $2,000,000.00 $2,000,000.00 per accident $2,000,000.00 per person $2,000,000.00 per occurrence The Contractor shall have the City of Waterloo, Iowa, named as an "Additional Named Insured" in the amount of $2,000,000.00 liability for bodily injury (including wrongful death) and property damage. A certificate or a policy, if requested, shall be filed with the Owner. THE CITY OF WATERLOO IS TAX EXEMPT. All certificates and/or policies of insurance furnished by the Contractor to be filed with the City Clerk/Finance Manager shall include the name and address of the agency issuing the same. It shall be required that the City Clerk/Finance Manager be notified by registered mail of the cancellation or expiration of the above insurance. Removal of Debris, Cleaning, Etc. The Contractor shall periodically, or as directed during the progress of the work, remove and legally dispose of all surplus excavated material and debris, and keep the project area reasonably clean. Upon completion of the work the Contractor shall remove all temporary construction facilities, debris and unused materials provided for the work and put the whole site of the work in a neat and clean condition. Page 61 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 THIS PAGE IS INTENTIONALLY LEFT BLANK Page 62 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 BIDDER: CITY OF WATERLOO, IOWA WATERLOO LEISURE SERVICES COMMISSION BID FORM For FY2019 Young Arena Roof Replacement Project, Contract No. 998 ADDRESS: COMPANY NAME PHONE: ( ) 1. The undersigned, being a Corporation existing under the laws of the State of , a Partnership consisting of the following partners: having been familiarized with the existing conditions on the project area affecting the cost of the work, and with all the Contract Documents now on file in the offices of the City Clerk, City Hall, Waterloo, Iowa, and the Waterloo Leisure Services Commission, 1101 Campbell Ave., Waterloo, Iowa, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, equipment, and services, including utility and transportation services required to complete the proposed FY2019 Young Arena Roof Replacement Project, Contract No. 998 in accordance with the contract documents and for the total price for work in place for the following amount: Base Bid: West Mechanical Roof Section 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. dollars ($ ) Alternate Bid 01: East Mechanical Roof Section to be done concurrent with West Mechanical Roof Section 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. dollars ($ ) Alternate Bid 02: East Mechanical Roof Section, work beginning 7/1/2020 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. dollars ($ ) Page 63 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 Alternate Bid 03: West Mechanical Roof Section Install 90 -mil EPDM single -ply membrane with a 30 -year warranty, in lieu of 60 -mil EPDM single -ply membrane with a 20 -year warranty. Add to Base Bid dollars ($ ) Alternate Bid 04: East Mechanical Roof Section Install 90 -mil EPDM single -ply membrane with a 30 -year warranty, in lieu of 60 -mil EPDM single -ply membrane with a 20 -year warranty. Add to Alternate Bid No. 01 dollars ($ ) Alternate Bid 05: East Mechanical Roof Section, work beginning 7/1/2020 Install 90 -mil EPDM single -ply membrane with a 30 -year warranty, in lieu of 60 -mil EPDM single -ply membrane with a 20 -year warranty. Add to Alternate Bid No. 02 dollars ($ Alternate Bid 06: Replace damaged louver on north enclosure of east roof (west louver section). Add to Base Bid dollars ($ ) ) Alternate Bid 07: Replace damaged louver on north enclosure of east roof (west louver section) beginning 7/1/2020. Add to Base Bid dollars ($ ) Alternate Bid 08: Replace the existing air handling unit, AHU-3, and associated temperature controls serving the locker rooms. Add to Base Bid dollars ($ ) Page 64 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 Alternate Bid 09: Replace the existing exhaust fan serving the locker rooms. Add a VFD to the new exhaust fan and a VFD to the AHU-3 supply fan to perform an unoccupied setback sequence. Add to Base Bid dollars ($ Unit Pricing ) 1. For changing specified quantities of work from those required by the Contract Documents, upon written instructions of the Owner, the following unit prices shall prevail. The proposed unit prices include all labor, overhead, profit, materials, equipment, taxes, and freight. 2. Only a single unit price shall be given, and it shall apply for either more or less than the quantity required by the Contract Documents. 3. Refer to Section 01 11 00 — Summary of Work for a description of stipulated quantity allowances to be included in the bid, where applicable. 4. In the event of more or less units than so required, change orders shall be issued for the increased or decreased amount. Description Unit Price Remove and replace plywood $ Per Square Foot Install walkway as specified or as directed by Owner Repair concrete deck as specified (opening Less than 12" Repair concrete deck as specified (opening greater than 12") Replace broken drain clamping rings $ Per Linear Foot $ Per Square Foot $ Per Square Foot $ Per Each 2. 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 written notice of acceptance of this Bid is mailed or delivered to the undersigned within thirty (30) days after Bid Opening, of at any time thereafter before this bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required bond and certificate of insurance within ten (10) days after the agreement is presented for signature, and start work within ten (10) days after "Notice to Proceed" is issued. Page 65 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 3. Security in the sum of dollars ($ ) In the form of , is submitted herewith in accordance with NOTICE TO BIDDERS. 4 Attached is a Non -Collusion Affidavit of Prime Contractor. 5. The Bidder is prepared to submit a financial and experience statement upon request. 6. The Prime Contractor and Subcontractor(s), which have performed an aggregate of $10,000.00 in work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC, within ten (10) days of notification that the bid submitted is lowest and acceptable. 7. The Bidder has received the following Addendum or Addenda: Addendum No. Date: / / / / / / 8. The Bidder shall list the MBE/WBE subcontractors, amount of subcontracts and bid items listed on the City of Waterloo Minority and /or Women Business Pre-bid Contract Information Form submitted with this Bid Form. The apparent low bidder shall submit a list of all other subcontractor(s) to be used on this project to the City of Waterloo by 5:00 p.m. the business day following the day bids on this project are due along with the Non -collusion Affidavits of ALL Subcontractor(s). The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer cannot be changed except for the following reasons. a) The City of Waterloo does not approve the subcontractors. b) The subcontractors submit in writing that they cannot fulfill their subcontracts 9. The Bidder has filled in all blanks on this proposal. Those blanks not applicable are marked "none" or "NA". 10. The bidder has attached all applicable forms. 11. The owner reserves the right to select alternatives, delete line items, and/or to reduce quantities prior to the Award of Contract due to budgetary limitations. CONTACT PERSON: PHONE: SIGNED: Please Print DATE: / / Page 66 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 (To be submitted by the Bidder only upon request of the City of Waterloo, Iowa.) STATEMENT OF BIDDER'S QUALIFICATIONS All questions shall be answered and the data given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information desired. 1. Name of Bidder. 2. Permanent main office address. 3. When organized. 4. If a corporation, where incorporated. 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these showing amount of each contract and the appropriate anticipated dates of completion.) 7. General character of work performed by your company. 8. Have you ever failed to complete any work awarded to you? If so, where and why? 9. Have you ever defaulted on a contract? If so, where and why? 10. List the more important projects recently completed by your company, stating the approximate cost for each, and the month and year completed. 11. List your major equipment available for the contract. 12. Experience in construction work similar in importance to the project. 13. Background and experience of the principal members of your organization, including the officers. 14. Credit available: $ 15. Give Bank reference: 16. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the City of Waterloo, Iowa? 17. The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the City of Waterloo, Iowa, in verification of the recitals comprising this Statement of Bidder's Qualifications. Page 67 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 Dated this day of , 20 Name of Bidder By: Title: State of ) ss County of ) , being duly sworn deposes and says that she/he is of Name of Organization and that the answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn to before me this day of , 20 Notary Public My commission will expire , 20 Page 68 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, as Principal and As Surety are held and firmly bound unto the City of Waterloo, Iowa, hereinafter called "OWNER". In the penal sum dollars ($ ) lawful money of the United States, for the payment of which sum will and truly be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. The condition of this obligation is such that whereas the Principal has submitted the accompanying bid dated the day of , 20 , for NOW, THEREFORE, a) If said Bid shall be rejected, or in the alternate, b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in liquidation of damages sustained in the event that the Principal fails to execute the contract and provide the bond as provided in the specifications or by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid or execute such contract; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations, have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers this day of , A.D. 20 (Title) Witness (Seal) Principal By (Seal) Surety By Witness Attorney -In -Fact Page 69 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 THIS PAGE IS INTENTIONALLY LEFT BLANK Page 70 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 State of NON -COLLUSION AFFIDAVIT OF PRIME BIDDER County of ) , being first duly sworn, deposes and says that: 1. He is (Owner), (Partner), (Officer), (Representative), or (Agent) of ,the Bidder that has submitted the attached Bid; 2. He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; 3. Such Bid is genuine and is not a collusive or sham Bid; 4. Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or, to fix any overhead, profit or cost element of the bid price or the bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the Proposed Contract; and 5. The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. Signature Title Subscribed and sworn to before me this Day of , 20 . Signature Title My commission expires Page 71 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 THIS PAGE IS INTENTIONALLY LEFT BLANK Page 72 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 State of COLLUSION AFFIDAVIT OF SUBCONTRACTOR County of ) , being first duly sworn, deposes and says that: 1. He is (Owner), (Partner), (Officer), (Representative), or (Agent) of hereinafter referred to as the "Subcontractor"; 2. He is fully informed respecting the preparation and contents of the subcontractor's proposal submitted by the subcontractor to , contract pertaining to the 2019 Young Arena Roof Replacement in Waterloo, Black Hawk County, Iowa; 3. Such subcontractor's proposal is genuine and is not a collusive or sham proposal; . . 4. Neither the subcontractor nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly, with any other bidder, firm or person to submit a collusive or sham proposal in connection with such contract or to refrain from submitting a proposal in connection with such contract, or has in any manner, directly or indirectly, sought by unlawful agreement or connivance with any other bidder, firm or person to fix the price or prices in said subcontractor's proposal, or to fix any overhead, profit or cost element of the price of prices in said subcontractor's proposal, or to secure through collusion, conspiracy, connivance or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the proposed Contract; 5. The price or prices quoted in the subcontractor's proposal are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. Signature Title Subscribed and sworn to before me this Day of , 20 . Signature Title My commission expires Page 73 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 THIS PAGE IS INTENTIONALLY LEFT BLANK Page 74 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 EQUAL OPPORTUNITY CLAUSE (As provided in Executive Order No. 11246) All contractors, subcontractors, vendors and suppliers of goods and services doing business with the City and value of said business equals or exceeds ten thousand dollars ($10,000.00) annually agree as follows: 1. The contractor, subcontractor, vendor and supplier of goods and services will not discriminate against any employee or applicant for employment because of race, color, creed, sex, national origin, economic status, age, mental or physical handicap, political opinions or affiliations. The contractor, subcontractor, vendor and supplier will develop an Affirmative Action program to ensure that applicants are employed and that employees are treated during employment without regard to their race, creed, color, sex, national origin, religion, economic status, age, mental or physical disability, political opinions or affiliations. Such actions shall include but not be limited to the following: a. Employment b. Upgrading c. Demotion or Transfer d. Recruitment and Advertising e. Layoff or Termination f. Rates of Pay or Other Forms of Compensation g. Selection for Training Including Apprenticeship. 2. The contractor, subcontractor, vendor and supplier of goods and services will, in all solicitations or advertisements for employees, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, sex, national origin, religion, economic status, age, mental or physical disabilities, political opinion or affiliations. 3. The contractor, subcontractor, vendor and supplier or his/her collective bargaining representative will send to each labor union or representative of workers which he/she has a collective bargaining agreement or other contract or understanding, a notice advising said labor union or workers' representative of the contractor's commitment under this section. 4. The contractor, subcontractor, vendor and supplier of goods and services will comply with all published rules, regulations, directives, and order of the City of Waterloo Affirmative Action Program Contract Compliance Provisions. 5. The contractor, subcontractor vendor and supplier of goods and services will furnish and file compliance reports within such time and upon such forms as provided by the Affirmative Action Officer. Said forms will elicit information as to the policies, procedures, patterns, and practices of each subcontractor as well as the contractor himself/herself and said subcontractor, vendor and supplier will permit access to his/her employment books, records and accounts to the City's Affirmative Action Officer, for the purpose of investigation to ascertain compliance with this contract and with rules and regulations of the City's Affirmative Action Program — Contract Compliance Provisions relative to Resolution No. 24664. 6. In the event of the contractor's non-compliance with the non-discrimination clauses of this contract or with any of such rules, regulations and orders, this contract may be canceled, terminated or Page 75 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 suspended in whole or in part and the contractor may be declared ineligible for further contracts in accordance with procedures authorized by the City Council. 7. The contractor, subcontractor, vendor and supplier of goods and services will include, or incorporate by reference, the provisions of the non-discrimination clause in every contract, subcontract or purchase order unless exempted by the rules, regulations or orders of the City's Affirmative Action Program, and will provide in every subcontract, or purchase order that said provisions will be binding upon each contractor, subcontractor, or supplier. 8. We, the undersigned, recognize that we are morally and legally committed to non-discrimination in employment. Any person who applies for employment with our company will not be discriminated against because of race, creed, color, sex, national origin, economic status, age, mental or physical disabilities. Signed: Appropriate Official Title Date Page 76 of 383 NOTICE OF PUBLIC HEARING page 1 of 1 Contractor Name Address Contractor Type: Prim City of Waterloo Iowa Construction Sales Tax Exemption Contractor Information Required Federal Employer Identification Number Project Name Project Description Description of Work: Brickwork Subcontractor Landscaping Carpentry Painting Concrete Paving Drywall -Plaster -Insulation LJ Plumbing Electrical LJ Roofing -Siding -Sheet Metal Excavation/Grading Windows Flooring E1 Wrecking -Demolition Heavy Construction Other (Please specify) Heating -Ventilating -Air Conditioning Sales Tax Exemption Info.xls Contractor Info Updated 4/14/04 Page 77 of 383 THIS PAGE IS INTENTIONALLY LEFT BLANK Page 78 of 383 Cit of Waterloo Iowa MBE/WBE CONTRACT COMPLIANCE PROGRAM FOR THE CITY OF WATERLOO. IOWA (As amended 08-08-2002) Page 79 of 383 MBE/WBE CONTRACT COMPLIANCE PROGRAM FOR THE CITY OF WATERLOO IOWA - 2002 PURPOSE The purpose of the Contract Compliance Program (hereinafter called Program) is to act as an impetus for increasing the participation of minority and women disadvantaged business enterprise (MBE/WBE) in City awarded construction contracts. The Program does not propose to eliminate any bonafide contractor or subcontractor from bidding on City contracts, but it will hopefully serve as a needed stimulus to help local MBE/WBE's grow and eventually become mainstream contractors and subcontractors. This Contract Compliance Program does not propose to include any set-aside or quotas, but only flexible goals where "good -faith efforts" are required by the contractor to use MBE/WBE subcontractors. This Program shall not eliminate the need for contractors to continue their "good -faith efforts" in using MBE/WBE subcontractors on City contracts estimated at less than $50,000. The City of Waterloo will make every effort to reduce in-house construction and maintenance work that would be more cost effectively performed by the private sector and, thus, would allow additional bidding opportunities for MBE/WBE firms. The City Contract Compliance Officer shall be advised of all City of Waterloo awarded construction contracts. DEFINITIONS Goals: A flexible numerically expressed objective which contractors are required to make "good -faith efforts." The key to the requirement is to make documented efforts. Goals are neither set -a -sides nor a device to achieve proportional representation or equal results. Numerical goats do not create set -a -sides for specific groups, nor are they designed to achieve proportional representation or equal results. Rather, the goal - setting process in affirmative action planning is used to target and measure the effectiveness of affirmative action efforts to eradicate and prevent discrimination. Quota: A flat numerical requirement that the contractor is required to meet in order to obtain the benefit or be in compliance. The numerical goal component of affirmative action programs is not designed to be, nor may it properly or lawfully be interpreted as, permitting unlawful preferential treatment and quotas with respect to persons of any race, color, religion, sex, or national origin. The regulations at 41 CFR 60- 2,12(a), 60-2.15 and 60-2.30, specifically prohibit discrimination and the use of goals and quotas. (U.S. Department of Labor) Set -Aside: An arrangement in which a particular contract is reserved for competition solely among enterprise. Contractor: nority business 2 Page 80 of 383 As used in this document means contractor, subcontractor, supplier, vendor, and professional service provider. Minority Business Enterprise (MBE) Any business which is at least 51% owned by one or more minorities and whose management and daily business operations are controlled by one or more such individuals and is on the current State Unified Certification List, or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of Julyl, 2002 Women Business Enterprise (WBE): Any business which is at least 51% owned by one or more women and whose management and daily business operations are controlled by one or more such individuals and is on the current State Unified Certification List or were on the City of Waterloo Certified MBE/WBE Contractors list as of July 1, 2002 Minority: Any person or persons who are considered as socially and economically disadvantaged because of their identity as a group member without regard to their individual qualities. The groups include: Black American, Hispanic American, Native Americans, Eskimos, Aleuts, and Asian -Pacific Americans. 13 C.F.R. 124-1.1(0(3)(0(1983), Lowest Responsible Bidder.. Bidder who has offered the lowest bid and who has exhibited skill relative to the type of work bid on, judgment, financial responsibility, and evidence of working with the Affirmative Action Employment Program and the Contract Compliance Program. Broker: One buying or selling for others on commission or other fee basis without maintaining a warehouse or other similar inventory storage facility. Mayor's Advisory Committee.. Mayor's Advisory Committee for Minority, Female, and Disadvantaged Business Enterprise. Good Faith Efforts: The successful bidder shall be selected on the basis of having submitted the lowest responsible bid. The obligation of the bidder is to make good faith efforts. The bidder can demonstrate that it has done so by the following: . The Prime Contractor met the project goal - No Action necessary Page 81 of 383 2. If the Prime Contractor a ed to meet the goal, they must submit documentation of good faith efforts, CONTRACT COMPLIANCE PROGRAM/SUBCONTRACTING The program proposes numerical projections or goals regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) as subcontractors in the performance of contracts awarded by the City of Waterloo, Iowa. A goal of at least 10% for MBE participation on all City funded construction projects that are estimated at $50,000 or more and projects under $50,000 where applicable at the Contract Compliance Officer's discretion. There is at least 2% WBE goal on City funded projects. Any project which is funded solely or in part with Federal funds shall follow the respective agencies_contract compliance program and goals. Any project which is funded solely or in part with State funds shall follow the respective agencies contract compliance program and goals. The City of Waterloo Contract Compliance Program is for City awarded construction contracts only. The prime contractor shall make "good -faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontracts must provide the prime contractor a reasonably competitive price for the service being rendered or the contractor is not required to accept the bid. Administrative Reconsideration As part of this reconsideration, the bidder will have the opportunity to provide written documentation or arguments concerning the issue of whether they made adequate good faith efforts to meet the goals. The bidder will have the opportunity to meet in person with the City of Waterloo's Administrative Reconsideration Committee to discuss the issue of whether they made adequate good faith efforts. The Administrative Reconsideration Committee will forward a written decision on reconsideration to the Mayor and City Council, explaining the basis for finding that the bidder did or did not meet the goal or make adequate good faith efforts to do so. Documentation required will include but is not limited to the foliowing: * Making portions of the work available for MBE/WBE subcontracting * Evidence of negotiating with MBE/WBE firms * MBE/WBE quotes obtained and non-MBE/WBE quotes used * Reasons agreements were not reached * Follow-up after initial solicitations * Efforts to assist in obtaining equipment, supplies and materials (at competitive prices bonding, lines of credit, insurance, etc. * Evidence of past compliance or non-compliance by same contractor The Contract Compliance Officer will determine the weight to be given to each item listed above (supported by appropriate documentation) based on overall program goals. 4 Page 82 of 383 RESPONSIBILITIES City of Waterloo A. The City Contract Compliance Officer has the responsibility to assure the City's compliance with Federal, State and Municipal regulations. B. The City Contract Compliance Officer is responsible for maintaining a current directory of certified firms. Certification of MBE/WBE/DBE contractors is through the Iowa Department of Transportation and its Unified Certification Program. Only firms certified based on guidelines prescribed in 49 CFR Part 26 and provisions of this agreement, shall be recognized as certified by the City of Waterloo. C. The City Contract Compliance Officer is responsible for making available a list of future project information notices to MBE/WBE firms. D. The City Contract Compliance Officer shall send notices to appropriate MBE/WBE firms in the directory of each bid solicitation with opening date. E. The City Contract Compliance Officer will receive MBE/WBE Letter(s) of Intent to Bid and within two (2) business days forward the complete list of MBE/WBE bidders who submitted a Letter of Intent to Bid to prime contractors. 11. Prime Contractors In order to be in compliance with the guidelines of this program, the prime contractor must show good -faith efforts in following the MBE/WBE Contract Compliance Program. Good -faith efforts include, but are not limited to, the following: A. Prime contractors shall send solicitation letters (Form CCO-3) to appropriate MBE/WBE (those certified in directory prepared by City Contract Compliance Officer) at least seven (7) working days prior to bid date. Letters should identify specific items to be subcontracted. A minimum of three (3) disadvantaged business contacts must be made and documented, if there are at least three disadvantaged businesses offering services in the area to be subcontracted (See City of Waterloo MBE/WBE Certification List). If less than three (3) are offering the services to be subcontracted, then a contact is required for any that are listed as providing that service. If the Prime Contractor submits a MBE/WBE contact not on the City's MBE/WBE list, attach a copy of the MBE/WBE/DBE Certifications from another government agency. B. If a prime contract bidder is unable to identify MBE/WBE firms to perform portions of the work, the City Contract Compliance Officer should be contacted for assistance immediately. C. Prime contract bidders may solicit MBE/WBE proposals by telephone or personal interviews, but all such contacts shall be confirmed by Certified Mail, or subcontract bid request forms (Form CCO-2). D. If any MBE/WBE business submitting bids is not selected for subcontract award, documentation must accompany the "MBE/WBE Business Enterprise Pre -Bid Contact Information Form" (Form CCO-4 and CCO-4A) on why the MBE/WBE was not selected. These reasons could include: a. Not low bid. Copies of the competing bids may be required for verification. b. MBE/WBE did not bid, withdrew bid or non-responsive. 5 Page 83 of 383 c. Documentation of other business-related reason for not selecting the MBE/WBE business for a subcontract, d. Prime contractor self performs work. e. Any other reason relied on by prime. The Contract Compliance Officer will determine the weight to be given to each item listed above (supported by appropriate documentation) based on overall program goals. 111. MBE/r/VBE Firms A. MBE/WBE firms shall be certified by the Iowa Department of Transportation as owners and controllers of their respective businesses, or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1, 2002 B. MBE/WBE firms must perform the work on the project; they cannot act as a broker by subcontracting the work out to others. C. Each MBE/WBE firm planning to submit quotes on construction projects with goals, shall submit a Letter of Intent to Bid (Form CCO-5) to the City Contract Compliance Officer seven (7) working days prior to bid opening, listing specific items which the MBE/WBE firm is interested in bidding. If sufficient Letters of Intent to Bid are not received by the City Contract Compliance Officer seven (7) working days prior to bid opening, goals on subject project will be reduced accordingly, Agreements between the bidder/proposer and a MBE/WBE in which the MBE/WBE promises not to provide subcontracting quotations to other bidders/proposers are prohibited. NONCOMPLIANCE OF CONTRACTORS A, Noncompliance exists when the contractor's actions are not consistent with the requirements of the Contract Compliance Program in the areas of employment and subcontracting. B. A bidder's failure to show good -faith efforts to meet project goals or a failure to use certified MBE/WBE firms may be grounds for finding its bid not responsible. C. The Contract Compliance Officer shall submit to City Council his/her recommendation on any non-compliant contract in writing. NOTICE TO PROCEED Notice to proceed on any project with goals will not be issued until City Contract Compliance Officer determines the lowest responsible bidder has used good -faith efforts to comply with this Compliance Program and the bid was responsive. 6 Page 84 of 383 CONCLUSION This program repeals or revises alt sections of previous Waterloo Contract Compliance Programs. 7 Page 85 of 383 CONTRACT COMPLIANCE FORM NDEX (as of 07-08-2002) Form CCO-1, Contract Compliance Policy This is the Current Contract Compliance Program for the City of Waterloo and must be adhered to for any City of Waterloo contracts over S50,000, funded solely with City funds. Form CCO-2, Subcontractors Bid Request Form This form acknowledges that the Prime Contractor has contacted potential BE BE subcontractors. This form is initiated and signed by the Prime Contractor then signed by the MBE/WBE subcontractor and returned to the Prime contractor by the MBE/WBE contractor, 1-.1()111 1,et er t used Ibr bet ATacto,r. uotes. This is a sample letter from the Prime Contractor to Subcontractors soliciting bids for various contract items. Form CCO-4, Pre -Bid Contact Information Form This form and the accompanying Form CCO-4A, must be completed and submitted with the Prime Contractor's Bid. ion of Prime Contractor Regarding MBE/WBE Unavailability If any MBE/WBE's submitting bids are not selected for subcontract award, documentation must accompany Form CCO-4. Certificat Form CCO-4A, Pre -Bid Contact Information Instructions Detailed instructions on how Form CCO-4 should be completed and the responsibilities of the Prime Contractor and the Subcontractor. Form CCO- 5, Letter of Intent to Bid from MBE/WBE Contractor Each MBE/WBE firm planning to submit quotes on construction projects with goals, shall submit a Letter of Intent to Bid to the City Contract Compliance Officer seven (7) working days prior to bid opening, listing specific items which the MBE/WBE firm is interested in bidding. If sufficient scope letters are not received by the City Contract Compliance Officer seven (7) days prior to bid opening, goals on subject project will be reduced accordingly. This form is completed and signed by the MBE/WBE, Form CCO-6, Final MBE/WBE Participation Amounts Upon Completion and Finalization of the project, the Prime Contractor must submit this form with their final documents. It shall be filled out and signed by the Prime Contractor on the project. If project goals are not met, a detailed report must accompany this form prior to release of retainage. 8 Page 86 of 383 MBEIWBE BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM INSTRUCTIONS Prime Contractor Responsibilities: Prime Contractors bidding on City of Waterloo contract work are required to ensure that MB BE businesses are provided the opportunity to participate in the performance of contracts and subcontracts. Prime contractors are required to assist MBE/WBE businesses in overcoming barriers to participation, and must make good faith efforts to secure bids from, and award subcontracts to, MBENVBE businesses. For all contract bids of $50,000 or more, the following is required to demonstrate good faith efforts in accordance with this policy: 1. "MB BE BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM" submifted with the prime contractor bid, properly completed and signed on Form CCO-4 (Rev. 06-20-02). Please note that this document must include all subcontractor contacts, bids received, and awarded - not just those related to disadvantaged business enterprise vendors. 2. A minimum of three (3) MBENVBE business contacts must be made and documented, if there are at least three (3) MBENVBE businesses offering services in the areas to be subcontracted (see City of Waterloo MBEIWBE Certified List). If less than three (3) are offering the services to be subcontracted, then a contact is required for any that are listed as providing that service. If you have submitted a MBENVBE contact not on the City's MBEIWBE list, attach a copy of the certification from another government agency. 3. Contacts to each MBE/WBE businesses are required to be a minimum of seven (7) . k' -c days rior to the date the D me contract r the bid to the City of Waterloo. 4. The following documentation must accompany the "MBE/WBE BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM" for each MBE/WBE business contacted: a. A copy of the bid received from the MBE/WBE, OR b. If no bid was received, a copy of correspondence received from the MBENVBE with a "no bid" response, OR c. If no response was received, a copy of the solicitation sent to the MBEIWBE with proof of mailing attached. 5. if any MBE/WBE business submitting bids are not selected for subcontract award, documentation must accompany the "MBE/WBE BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM" on why the MB BE was not selected. These reasons could include: a. Not low bid. Copies of the competing bids may be required for verification. b. MBE/WBE did not bid, withdrew bid or was non-responsive. c. Documentation of other business-related reason for not selecting the MBENVBE business for a subcontract. d. Prime contractor self performs work. e. Any other reason relied on by the Prime Contractor. The Contract Compliance Officer will determine the weight to be given to each item listed above (supported by appropriate documentation) based on overall program goals. Subcontractors Responsibilities: . Each MBE/WBE firm planning to submit quotes on construction projects with goals, shall submit a Letter of Intent to Bid (Form CCO-5) to the City Contract Compliance Officer seven (7) working days prior to bid opening, listing specific items which the MB BE firm is interested in bidding. If the City Contract Compliance Officer does not receive sufficient scope letters seven (7) working days prior to bid opening, goals on subject project will be reduced accordingly. Agreements between the bidder/proposer and an MBE/WBE in which the MBE/WBE promises not to provide subcontracting quotations to other bidders/proposers are prohibited. Form CCO-4A Rev. 07-08-02 Page 87 of 383 MBEIWBE BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM Prime Contractor Name: Project: Letting Date: NO MBE/WBE SUBCONTRACTORS: If you are NOT using any MBEIWBE subcontractors to complete this project, sign below. Attach a brief explanation as to why subcontracting was not feasible with this project. If any MBEIWBE subcontractors will be used, please use the bottom portion of this form. Contractor Signature: Title: Date: SUBCONTRACTORS APPLICABLE: You are required, in order for your bid to be considered responsive, to provide the information an this form showing ALL of your MBE/WBE subcontractor contacts made for your bid submission. This information is subject to verification. Any questions should be directed to Contract Compliance Office 319-291-9145. You are required, in order for your bid to be considered responsive, to provide the information on this Form showing your MBEIWBE Business Enterprise contacts made prior to your bid submission. This information is subject to verifications and confirmation. If you are unable to identify MBEIWBE firms to perform portions of the work, please contact Perry Goodman, Contract Compliance Officer, for assistance at (319) 291-9145. In the event it is determined that the MBE/WBE Business Enterprise goals are not met, then before awarding the contract the City of Waterloo will make a determination as to whether or not the apparent successful low bidder made good faith efforts to meet the goals. TABLE OF INFORMATION SHOWING BIDDER'S PRE-BID MBENVBE BUSINESS ENTERPRISE CONTACTS Quotes Received uotation used in bid MBENVBE Subcontractors Dates Contacted Yes/No Dates Contacted DolIar Amount Proposed to Yes No be Subcontracted (Form CCO-4) Rev. 06-20-02 Page 88 of 383 CERTIFIED MBE WBE CONT' CTORS CITY OF WATERLOO. IOWA City WEB Site: Contract Compliance B Site for listing updates: Contact: Email: CONTRACT COMPL CE OFFICE Community Development Board Carnegie Annex, Suite 202 620 Mulberry Street Waterloo, Iowa 50703 http:// Ci C Rudy Jones, Community Development Director JflL( les( Phone: (319) 291-4429 Fax: (319) 291-4431 MBE/WBE Certified Contractors List Pagel of 4 Page 89 of 383 CERTIFIED MBE CONT' CTORS CARTER ELECTRIC 725 Adams Street Waterloo, IA 50703 Phone: (319) 232-9808 Pager: (319) 235-4021 Contact: Derrick Carter Specializing in: ELECTRICAL CONTRACTOR CULPEPPER ELECTRIC 1731 Cottage Grove Avenue Waterloo, IA 50707 Phone: (319) 235-0885 Fax: (319) 236-8177 Contact: Martin Culpepper Certified: City of Waterloo Certified MBE, Licensed Electrician Specializing in: ELECTRICAL CONTRACTOR DANIELS HOME IMPROVEMENT 339 Albany Street Waterloo, IA 50703 Phone: (319) 961-1659 Contact: Sammy Daniels Specializing in: ALL TYPES OF CONCRETE FLATWORK, POURED WALLS ALL TYPES, FOOTINGS, LIGHT DEMOLITION D.C. CORP©'_TION 426 Beech Street Waterloo, IA 50703 Phone: (319) 493-2542 F (319) 236-0515 Contact: Terry Phillips Certified: City of Waterloo Certified MBE, Iowa DOT, TSB Certified Specializing in: COMMERCIAL AND RESIDENTIAL DEMOLITION, CONCRETE PAVING, DRIVEWAYS, TR UC G (ALL TYPES), GENERAL CONSTRUCTION Page 90 of 383 GREER S WO S 2003 Plainview Street Waterloo, IA 50703 Phone: (319) 233-4701 Contact: Willie Greer Specializing in: DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION OLD GREER S WO S 2309 Springview Street Waterloo, IA 50707 Phone: (319) 233-2150 Contact: David L. Greer, Sr. Specializing in: ROOFING & GENERAL CONSTRUCTION QUICK CONSTRUCTION 217 Bates Street Waterloo, IA 50703 Phone: (319) 215-4166 Contact: Leroy Harrington Specializing in: ALL TYPES OF CONCRETE FLATWORK AND GENERAL CONSTRUCTION D & D CONSTRUCTION 1124 West Donald Street Waterloo, IA 50703 Phone: (319) 961-4208 Contact: Darrell E. Caldwell, Sr. Specializing in: ROOFING AND GENERAL CONSTRUCTION E. CASTRO ROOFING 702 Riehl Street Waterloo, IA 50701 Phone: (319) 215-5683 Contact: Emillio Castro Specializing in: ROOFING, SIDING, GENERAL CONSTRUCTION Page 91 of 383 Ib ATLAS PAINTING, INC.* 911 Sycamore Street P.O. BOX 65 Waterloo, IA 50704 Phone: (319) 232-9164 Specializing in: COMMERCIAL D INDUSTRIAL PAINTING '17 WATCO CONSTRUCTION, INC,* 2920 Texas Street Waterloo, IA 50702 Phone: (319) 233-7481 Certified: City of Waterloo Contact: Patricia J. Kimball Specializing in: STO SEWER, INLETS, DRAIN TILE, WATER MAIN, SANITARY SEWER, INTAKE STRUCTURES PETE N & ES CARPET ONE* 4003 University Waterloo, IA 50701 Phone: (319) 233-6131 Fax: (319) 233-6133 Certified: City of Waterloo WBE Email: 11 1 1 HqC u. et Contact: Carol Reese Specializing in: FLOOR COVE G * DENOTES WOMEN BUSINESS ENTERPRISE Page 92 of 383 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 PART ONE — GENERAL 1.01 Description A. This section is for the convenience of the Contractor only and shall not be construed as a complete accounting of all work to be performed. B. The extent of the scope of work is indicated on the drawings and by the requirements of each section of the specifications. C. The Contractor shall examine the site and shall be responsible for verifying all existing construction and conditions. D. Refer to additional notes on the drawings. E. Coordinate/complete work as shown on drawings provided by Invision with the roof replacement project. 1.02 Code Compliance A. The completed roof system shall meet the following requirements: 1. Building Code: 2015 International Building Code 2. Energy Code: 2012 International Energy Conservation Code 3. External Fire Rating: UL Class A external fire rating. B. The completed roof system shall meet the following design wind load pressures: 1. Field: -34.12 psf 2. Perimeters: -51.73 psf 3. Corners: -73.74 psf 1.03 Quality Assurance by Roof System Manufacturer A. Membrane Manufacturer's Technical Representative, who shall be a full-time employee of the membrane Manufacturer and shall provide one site visit during the membrane installation. B. During the visit, the Manufacturer's Technical Representative shall check all work installed, mark all defects for repair, and provide a written site visitation report listing any deficient work requiring correction by the Contractor. All reports and other correspondence associated with the site visit shall be provided to the Contractor and Consultant within three business days of the visit. C. The Manufacturer's Technical Representative shall coordinate all site visits with the Contractor and Owner's Representative a minimum of three business days in advance. 1.04 Applicability of Manufacturer Requirements During Bidding and Construction A. The contract documents may require materials or installation practices that exceed the Manufacturer's minimum requirements for the specified warranty. The requirements of the contract documents supersede the Manufacturer's requirements in these instances. These requirements may not be altered during bidding or installation of the work, unless formal modifications are issued during bidding or construction by the Owner or Owner's Representative. Project No. 19WATWATER002B 8/9/2019 Section 01 11 00 - Page 1 Page 93 of 383 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 B. If the Manufacturer's minimum requirements for the specified warranty require practices that exceed the requirements of the contract documents; or if the contract documents do not reference a Manufacturer's requirement pertinent to successful performance of the work, the associated Manufacturer's requirements shall be followed in these instances. C. The Manufacturer's requirements may contain more detail about work execution -related procedures than the contract documents. Where these additional requirements do not conflict with the contract documents, they shall guide the performance of related aspects of the work. PART TWO — PRODUCTS 2.01 Not used. PART THREE — EXECUTION 3.01 Demolition and Roof Preparation A. Coordinate all aspects of demolition work with Owner's Representative and all other trades. B. Provide protective measures around the roof and building as specified, prior to beginning work. C. Water test all drains to ensure proper operation prior to beginning work. D. Tear off existing roof system to the roof decking. E. Remove fasteners at existing membrane, insulation, carpentry, flashing terminations, and sheet metal components by backing out, whenever possible. F. Remove existing louvers as directed/required to complete associated work. G. Remove obsolete roof penetrations and obsolete rooftop equipment identified on the drawings. Contractor shall verify and coordinate equipment removal with the Owner. Contractor shall perform all necessary service disconnects. H. Clean existing drains down to the cast iron surface and prepare drains for membrane roofing. Remove broken drain bolts from drain castings where required. I. Remove debris from roof area and properly dispose of all materials off site. J. Prime concrete deck to receive self -adhering vapor retarder. K. At the end of each day, ensure that all drains are in proper working order and that drain lines are totally unrestricted. Implement any required corrective measures before leaving the job site that day. 3.02 Decking Repair/Replacement A. Replace/repair decking where obsolete penetrations have been removed. 3.03 Rough Carpentry A. Install replacement wood nailers/plywood where deteriorated components were removed. Perform this work on a unit cost basis. B. Refasten existing nailers/plywood to building structure as required to meet the specified standards. Project No. 19WATWATER002B 8/9/2019 Section 01 11 00 - Page 2 Page 94 of 383 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 C. Install wood nailers as shown on the drawings. D. Install wood nailers for curb extensions as required for minimum curb height of 8". E. Install wood nailer at parapet wall. 3.04 Metal Fabrications A. Install pipe support stands. 3.05 Self -Adhering Vapor Retarder A. Install self -adhering vapor retarder to the concrete deck, as specified. B. Seal vapor retarder at all perimeters and penetrations. 3.06 Rigid Insulation A. Install tapered insulation system and means of attachment per drawings and specifications. B. Install tapered saddles, crickets, and edge strips as shown or specified 3.07 Low Slope Roofing Membrane and Flashings A. Install adhered, non -reinforced EPDM single -ply membrane system. B. Install EPDM flashings at all perimeters and penetrations. C. Install walkway at door access points. Include this work in the bid. Install any additional locations of walkway as directed by the Owner's Representative on a unit cost basis. 3.08 Roof -Related Sheet Metal A. Install roof -related sheet metal components as per drawings and specifications. B. Reuse existing sheet metal where specifically noted as such on the detail drawings. C. Provide all necessary sealant primers, sealants, sealant tapes, and fasteners to ensure a watertight installation. D. Install formed metal flashings at flues, pipes, etc. 3.09 Plumbing Work A. Install replacement drain bolts. Remove any broken bolts from drain castings, and prepare existing bolt sockets by retapping, where required. B. Clean, prime, and paint drain rings and drain strainers, as follows: Surface preparation: Remove all old sealants, debris; and loose rust and loose paint using power -assisted hand tools and/or solvents. Primer: Apply one coat of Sherwin Williams Pro-Cryl Universal Primer, or approved equal Finish Coat: Apply one coat of Sherwin Williams Zero VOC Acrylic, Semi -Gloss, or approved equal Project No. 19WATWATER002B 8/9/2019 Section 01 11 00 - Page 3 Page 95 of 383 BENCHMARK, INC. SUMMARY OF WORK SECTION 01 11 00 C. Raise all soil pipes as required to provide 8" minimum height above finish roof elevation. 3.10 Mechanical Work A. Disconnect and reconnect rooftop mechanical units as required for lifting. B. Raise existing gas lines, if required for proper installation of roof system. New pipe supports will be installed. 3.11 Electrical Work A. Disconnect and reconnect rooftop mechanical units as required for lifting. B. Raise existing electrical conduits, if required for proper installation of roof system. New supports will be installed. C. Unfasten and reattach conduits for proper installation of the roofing system. 3.12 Support Systems B. Install non -penetrating support systems at rooftop piping and conduits as specified. 3.13 Miscellaneous A. An approved subcontractor shall remove and replace the south doors and door frames in like kind. The north doors and door frames will be removed and infilled to match the adjacent/surrounding CMU wall/surrounding construction as specified. B. Coordinate roofing with disconnection and reconnection of satellite dish by others. Roofing Contractor shall move and reset the dish and/or frame as required for roof installation. C. An approved subcontractor shall clean, wire brush and paint the steel screen wall supports as specified. D. An approved subcontractor shall remove and reinstall the louvers as required for roof system removal and replacement. Project No. 19WATWATER002B - End of Section - 8/9/2019 Section 01 11 00 - Page 4 Page 96 of 383 BENCHMARK, INC. ALTERNATES SECTION 01 23 00 PART ONE — GENERAL 1.01 Description A. Materials and methods to be used in the Base Bid(s) and the Alternates have been described on the drawings and in pertinent sections of the Bidding Documents. B. Method for stating the proposed contract sum is described in the Bid Form. 1.02 Submittals A. Alternates described in this section are to be reflected on the Bid Form as submitted by bidders. Do not submit Alternates other than as described in this section. 1.03 Product Handling A. If the Owner elects to proceed on the basis of one or more of the described Alternates, make all modifications to the work required in furnishing and installing the selected Alternate or Alternates to the approval of the Owner's Representative and at no additional cost to the Owner other than as proposed on the Bid Form. PART TWO — PRODUCTS 2.01 Alternate Bid No. 01: East Mechanical Section to be done concurrent with West Mechanical Roof Section A. 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. 2.02 Alternate Bid No. 02: East Mechanical Roof Section, work beginning 7/1/2020 A. 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. 2.03 Alternate Bid No. 03: West Mechanical Roof Section A. Install 90 -mil EPDM single -ply membrane with a 30 -year warranty, in lieu of 60 -mil EPDM single -ply membrane with a 20 -year warranty. Add to Base Bid. 2.04 Alternate Bid No. 04: East Mechanical Roof Section A. Install 90 -mil EPDM single -ply membrane with a 30 -year warranty, in lieu of 60 -mil EPDM single -ply membrane with a 20 -year warranty. Add to Alternate Bid No. 01. 2.05 Alternate Bid No. 05: East Mechanical Roof Section, work beginning 7/1/2020 A. Install 90 -mil EPDM single -ply membrane with a 30 -year warranty, in lieu of 60 -mil EPDM single -ply membrane with a 20 -year warranty. Add to Alternate Bid No. 02. 2.06 Alternate Bid No. 06: A. Replace damaged louver on north enclosure of east roof (west louver section). Add to Base Bid. Project No. 19WATWATER002B 8/9/2019 Section 01 23 00 - Page 1 Page 97 of 383 BENCHMARK, INC. ALTERNATES SECTION 01 23 00 2.07 Alternate Bid No. 07: A. Replace damaged louver on north enclosure of east roof (west louver section) beginning 7/1/2020. Add to Base Bid. 2.08 Alternate Bid No. 08: A. Replace the existing air handling unit, AHU-3, and associated temperature controls serving the locker rooms. Add to Base Bid. 2.09 Alternate Bid No. 09: A. Replace the existing exhaust fan serving the locker rooms. Add a VFD to the new exhaust fan and a VFD to the AHU-3 supply fan to perform an unoccupied setback sequence. Add to Base Bid. PART THREE — EXECUTION 3.01 Advance Coordination A. Immediately after award of the contract or as soon thereafter as the Owner has made a decision on which, if any, Alternates will be selected, thoroughly and clearly advise all necessary personnel and suppliers as to the nature and extent of Alternates selected by the Owner. Alert those personnel and suppliers involved as to all changes in the work caused by the Owner's selection or rejection of Alternates. Project No. 19WATWATER002B - End of Section - 8/9/2019 Section 01 23 00 - Page 2 Page 98 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 PART ONE — GENERAL 1.01 Description A. This section outlines the administrative procedures and requirements in effect under this contract. The Contractor shall advise all their administrative personnel, field personnel, and subcontractors of the requirements of this section. B. If a given requirement of this section contradicts a requirement of any Owner -furnished Division 00 or 01 documents, the Owner -furnished requirement take precedence. PART TWO — PRODUCTS 2.01 No products are required in this section. PART THREE — EXECUTION 3.01 Project Meetings A. Preconstruction Meeting 1. Preconstruction meeting will be scheduled within 14 days after the Owner has issued notice to proceed. Attendance by authorized representatives of the Contractor and all major subcontractors is required. The Owner's Representative will advise other interested parties and request their attendance, unless the specifications assign this responsibility to others. 2. Minimum Agenda — Distribute data on and discuss: a. Organizational arrangement of Contractor's forces and personnel and of subcontractors, material suppliers, and Owner. b. Channels and procedures for communication. c. Review of Contractor's preliminary construction schedule including sequence of critical work. d. Scheduling of project meetings. e. Status of submittals, shop drawings and other data submitted to the Owner for review. f. Invoicing procedures, schedule of values, unit prices, and quantity allowances. g. Contractor's daily reports and unit price work tracking/verification. h. Processing of field decisions and change orders. i. Rules and regulations governing performance of the work. J. Logistics, staging, access, parking, protection, rain day activities, interior responsibilities, and other related matters. Project No. 19WATWATER002B 8/9/2019 Section 01 30 01 - Page 1 Page 99 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 k. Procedures for safety and first aid, security, emergency procedures, housekeeping, and other related matters. I. Manufacturer inspections and quality control m. Final inspection and project closeout n. Review of project manual and drawings B. Progress Meetings 1. Progress meeting shall be held in conjunction with site visits by the Project Consultant (Owner's Representative) when requested by the Owner, Project Consultant, or Contractor. 2. To the maximum extent practicable, the Contractor shall assign the same person or persons to represent the Contractor and major subcontractors at project meetings throughout progress of the work. Subcontractors, material suppliers, and others may be invited to attend those project meetings in which their aspects of the work are involved. 3. Typical Agenda a. Review, revise as necessary, and approve minutes of previous meeting. b. Review progress of the work since last meeting including status of submittals for review. c. Identify problems that impede planned progress. d. Develop corrective measures and procedures to regain planned schedule. e. Complete other current business. 4. The proceedings of these meetings will be recorded by the Owner's Representative. Each required representative at the meetings, in addition to the Owner, will be furnished one copy of the meeting minutes. 5. The Owner's Representative conducting meetings, recording and distributing meeting minutes on behalf of the Owner will not be construed as coordinating or scheduling Contractor's work. 3.02 Submittals A. Submittal Requirements 1. Transmit each submittal with transmittal letter indicating date, project title, project number, Contractor's name and address and description of content. 2. Required submittals are listed in Section 01 33 24 — Schedule of Pre -Job Submittals. 3. Submittal requirements are found here and in the technical sections of the specifications. Contractor shall complete submittals as required by the Contract Documents and revise and resubmit as necessary to establish compliance with the specified requirements. Project No. 19WATWATER002B 8/9/2019 Section 01 30 01 - Page 2 Page 100 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 4. Contractor shall electronically transmit submittals to the Owner's Representative, as Portable Document Format (PDF) files. Contractor shall not secure and password protect electronic files. 5. Delays caused by tardiness in receipt of submittals, or caused by not providing submittals in the specified format, will not be an acceptable basis for extension of the contract completion date. 6. Review by the Owner's Representative will not be construed as a complete check but only that the general method of construction and detailing is satisfactory. Review will not relieve the Contractor from responsibility for errors that may exist. 7. The Owner reserves the right to delay the project start and/or withhold payment until pre job submittals are complete and reviewed. B. Submittal Schedule 1. Contractor shall transmit submittals allowing the Owner's Representative 14 calendar days of review time. All submittals shall be made far enough in advance of scheduled dates for installation to provide all time required for reviews, for possible revisions and resubmittals, and for placing orders and securing delivery. C. Shop Drawings and Coordination Drawings 1. Submitting shop drawings is a project requirement. Shop drawings are required for: a. Any proposed deviations from project drawings (submittal does not constitute approval). Clearly mark all such deviations as "proposed change to Contract Documents." b. Tapered insulation layout, cross sections of profiles, and details of fabrication. c. Sheet metal fabrication, metal type and gauge, joining methods, fastener types, fastener placement, and sealant joint installation. d. As required elsewhere in the Contract Documents. 2. Shop drawings shall have the following attributes: a. All shop drawings shall be of sufficient scale to show all pertinent aspects of the item. b. Provide one copy of each sheet. c. Shop drawings shall show dimensions of fabricated items, joining methods, fastener type and frequency, and relationships of building components. d. Shop drawings shall show more detail, not less, than the Contract Documents. D. Manufacturer's Literature 1. Submit Manufacturer's literature for materials being incorporated into the work. Where contents of submitted literature from Manufacturer include data not pertinent to the submittal, clearly indicate which portion of the contents is being submitted for review. Project No. 19WATWATER002B 8/9/2019 Section 01 30 01 - Page 3 Page 101 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 E. Samples 1. Samples need not be submitted for items specified by product name and Manufacturer unless a decision is required regarding color, style, or finish. Samples shall be of the precise article proposed to be furnished. 2. Unless the precise color is specifically described in the Contract Documents, submit accurate color charts to the Owner's Representative for review and selection whenever a choice of color is available in a specified product. a. If providing electronic submittals, provide supplemental color charts and/or physical material samples for color selection under separate cover. Color selections will not be determined from electronic versions of color charts or samples, unless specifically allowed by the Owner's Representative. b. Unless otherwise specified, submit two copies and/or samples. 3. Submit other samples as called for in individual specification sections. F. Notice of Award/Guarantee Application 1. Submit copy of notice of award or guarantee application to the roof system Manufacturer. a. All project information shall be accurately and completely filled out by the Contractor, and shall be based on the specified requirements. b. Roof section identification references (e.g. numbering or lettering tags) shall match those referenced in the Contract Documents so the Manufacturer's records and final warranty documents are properly coordinated with the project areas. c. Benchmark, Inc. shall be noted as the designer of record where this information is requested on the Manufacturer's forms. 2. When available, submit Manufacturer's written approval of notice of award or guarantee application. a. Prior to submitting this information to the Owner's Representative for review, Contractor shall review for conformance with the requirements of the Contract Documents and coordinate the revision of any deviations. G. Substitutions 1. Do not substitute alternative products, equipment, or installation procedures unless allowed by the Contract Documents, and then only after the Owner's Representative has provided written authorization. 2. Evaluation of proposed substitutions will be based on the standards of quality established in the Contract Documents. If standards are not referenced, then the current published standards by the Manufacturer of the basis of design project shall be used for comparison of proposed substitutions. 3. As part of any proposed substitution, the Contractor shall furnish a detailed and complete analysis and comparison of the proposed product(s) and/or system(s) to the associated basis of design product(s) or system(s). Project No. 19WATWATER002B 8/9/2019 Section 01 30 01 - Page 4 Page 102 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 4. Substitutions shall be proposed during the project bidding process, at least seven (7) days prior to the established bid due date. No guarantee of approval of any proposed substitutions is implied, unless documented by an Addendum to the Contract Documents during the bidding process. 5. Where the phrase "or equal" or "or Owner approved equal" occurs in the Contract Documents, do not assume alternative materials, equipment, or installation procedures will be approved as equal, unless the Owner's Representative has authorized the substitution. 6. The decision of the Owner's Representative will be final. H. Contact/Subcontractor List 1. Submit contact list to the Owner's Representative. 2. The contact list shall include the following information for the Contractor and all subcontractors: a. Trade b. Company Name and Address c. Project Manager d. Field Supervisor e. Safety Manager f. Telephone Numbers g. Fax Numbers h. Cellular/Pager Number i. E-mail Addresses j. Two 24 -Hour Emergency Contact Phone Numbers k. Safety Director 24 -Hour Emergency Contact Phone Number I. Building Permit 1. The Contractor shall secure a building permit and arrange for all applicable third -party services and inspections required by authorities having jurisdiction. The Contractor shall deliver to the Owner a copy of the final approval of the permit. 2. If a building permit is not necessary, the Contractor shall provide a letter of explanation with the project submittals, with supporting documentation from authorities having jurisdiction. J. State License 1. Submit photo copy of Contractor's and Subcontractor's state license. Project No. 19WATWATER002B 8/9/2019 Section 01 30 01 - Page 5 Page 103 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 2. If the state in which the project is located does not license Contractors, the Contractor shall provide a letter of explanation with documentation. K. Payment Application and Schedule of Values 1. Submit proposed payment application and schedule of values to be used in project invoicing. 2. Payment application shall be provided on AIA Document G702, unless otherwise directed or approved by the Owner. 3. Schedule of values shall be provided on AIA Document G703, unless otherwise directed or approved by the Owner. 4. Schedule of values shall itemize the following, at a minimum (the total of all items shall equal the contract sum): a. Project Administration (submittals, Manufacturer support services, warranties, reporting, and closeout) b. Mobilization and Safety c. Roofing Materials d. Sheet Metal Materials e. Demolition and Disposal (Itemize by Roof Section) f. Roofing Construction (Itemize by Roof Section) g. Sheet Metal Construction (Itemize by Roof Section) h. Demobilization and Final Cleanup i. Individually list all Subcontracts and Value for Each J. Individually list all Quality Allowances and Value for Each (Itemize by Roof Section if requested by the Owner's Representative) k. Individually approved Contract Change Orders and Value for Each L. No Asbestos Statement 1. Contractor shall submit on letterhead, a written statement certifying that no products containing asbestos or asbestos-related materials will be used on this project. Include date, project, and project number on statement. M. Preconstruction Damage Report 1. Prior to beginning the contract work, the Contractor shall inspect the site with the Owner and document any pre-existing damage to the interior and exterior. Report shall be generated using the form provided. Project No. 19WATWATER002B 8/9/2019 Section 01 30 01 - Page 6 Page 104 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 3.03 Review and Transmission of Submittals A. The Owner's Representative will review all submittals and indicate the following on the Schedule of Pre -job Submittals: 1. "No Exceptions" This notation indicates the Contractor may proceed with fabrication or purchase of the item. 2. "Make Corrections Noted" This notation indicates the submittal is considered to be complete, if the Contractor agrees with and makes the noted corrections. If the Contractor does not agree with the noted corrections and wishes to make other changes not contemplated in the first review, then resubmittal is required. Otherwise, resubmittal is not required. 3. "Revise and Resubmit" Contractor shall make indicated changes necessary to comply with Contract Documents and review notes, and then resubmit. Make resubmittals as required prior to fabricating or purchasing items. 4. "Rejected" Submittal does not comply with Contract Documents. Review project requirements and resubmit item. Make resubmittals as required prior to fabricating or purchasing items. B. The Owner's Representative will electronically transmit the reviewed submittals to the Contractor and owner, with comments made accordingly. C. Make all revisions required by the Owner's Representative. If the Contractor considers any required revision to be a change, the Owner's Representative shall be notified as provided for under "Changes" in the Owner -Contractor Agreement. D. Show each drawing revision by number, date, and subject in a revision block on the drawing, make only those revisions directed by the Owner's Representative. E. When the submittal process has been completed for a given item, resubmittal for substitution of materials, equipment, or installation procedure will not be considered, unless accompanied by an acceptable explanation as to why the substitution is necessary. 3.04 Construction Scheduling A. To assure adequate planning and execution of the work so the work is completed within the number of calendar days allowed in the contract, and to assist the Owner in evaluating the progress of the work, prepare and maintain the schedules and reports described in this section. B. Definitions 1. "Day" used throughout the contract, unless otherwise stated, means "calendar day." C. If any activity is not completed on or before the stated scheduled date, the Owner's Representative will have the right to order the Contractor to expedite completion of the activity by whatever means the Owner deems appropriate and necessary, without additional compensation to the Contractor. D. If any activity is 30 or more days behind schedule, the Owner will have the right to perform the activity or have the activity performed by whatever method the Owner deems appropriate. Project No. 19WATWATER002B 8/9/2019 Section 01 30 01 - Page 7 Page 105 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 E. Costs incurred by the Owner and Owner's Representative in connection with expediting construction activity under this article may be deducted from the contract sum by the Owner. F. It is expressly understood and agreed that failure by the Owner to exercise the option to either order the Contractor to expedite an activity or to expedite the activity by other means will not be considered precedent -setting for any other activities. G. Construction Schedule Submittal 1. As part of the pre -job submittal process, develop and submit a preliminary construction schedule. This schedule will be used at the preconstruction meeting. 2. The schedule shall be provided in a bar chart format with one activity listed in each row (from top to bottom), and one calendar day listed in each column (from left to right). 3. Activities shown on the schedule shall include, but are not necessarily limited to: a. Submittals, shop drawings, and samples, and 14 calendar day review period by Owner's Representative. b. Preconstruction meeting c. Procurement of equipment and materials d. Project mobilization and safety setup e. Interior protection f. Roof construction (itemize by roof section) g. Sheet metal h. Miscellaneous work i. Final cleanup j. Substantial completion k. Final inspection by Manufacturer I. Final inspection by Owner and Owner's Representative m. Punch list completion n. Project closeout/warranties o. Final completion 4. Following the preconstruction meeting, Contractor shall revise the schedule within seven (7) business days, and resubmit to the Owner's Representative. Following review, Contractor shall distribute the schedule to all interested parties. 3.05 Progress Reporting and Unit Price Work Documentation A. The Contractor shall complete a daily progress report. Progress reports shall be generated using the form provided, to provide a continuous record of the progress of the work. Project No. 19WATWATER002B 8/9/2019 Section 01 30 01 - Page 8 Page 106 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 B. Contractor shall complete one form for each workday, including work days canceled or shortened due to weather, material shortages, or labor conditions. C. Forms shall be legibly filled out in ink with all pertinent items completed. D. Progress reports are to be filled out on a daily basis by the Contractor's job site representative, who shall be in a supervisory position. The Owner's Representative shall receive all progress reports on a weekly basis. Provide one (1) hard copy or an electronically transmitted Portable Document Format (.pdf) file. E. The Owner reserves the right to withhold payment for lack of required progress reporting. F. Where the Contract Documents require specific parts of the work to be performed on a unit price basis, the Contractor shall document expended quantities on a daily basis, and obtain verification and signature by the Owner's Representative where indicated. Where the Contract Documents define quantity allowances for specific unit price work, a running total shall be maintained by the Contractor for each unit price work item, as indicated on the progress report form. Provide supplemental documentation of unit price work quantities and locations, as may be required by the Owner's Representative, and attach to the progress reports as instructed. The Owner reserves the right to deny reimbursement for unit price work if the Contractor fails to provide the specified documentation. 3.06 Changes to the Work A. All changes to the work shall be documented with Change Directives, approved in writing by the Owner, Contractor, and Roofing Consultant (Owner's Representative). 3.07 Project Closeout A. Project Completion 1. When the Contractor is complete, Contractor shall: a. Submit written certification to the Owner through the Owner's Representative that the project, or designated portion of the project, is complete and ready for inspection. b. Submit list of major items to be completed or corrected. c. Submit written certification that the Manufacturer has inspected the roof and that it complies with all provisions for issuance of the warranty. 2. Owner and/or Owner's Representative will make an inspection within 10 days after receipt of certification. Contractor shall provide access to all roofs for inspection, where a permanent means of access does not exist. 3. If Owner's Representative considers the work to be complete: a. Owner's Representative will prepare and submit to Contractor a Completion Punch List, listing all items to be completed or corrected as determined by the inspection. b. Contractor shall then complete work listed for completion or correction, sign the Completion Punch List forms, and return one (1) signed hard copy or an electronically transmitted Portable Document Format (.pdf) file to the Owner's Representative. Project No. 19WATWATER002B 8/9/2019 Section 01 30 01 - Page 9 Page 107 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 4. If Owner's Representative considers the work not to be complete: a. The Owner's Representative will notify Contractor in writing stating reasons. b. Contractor shall then complete work and send second written notice to Owner's Representative certifying that the project is complete. c. Owner's Representative will reinspect work within 10 calendar days after receipt of certification. Contractor shall provide access to all roofs for inspection, where a permanent means of access does not exist. Consultant (Owner's Representative) will then prepare and submit to Contractor a completion punch list. d. Contractor shall then complete work listed for completion or correction, sign the Completion Punch List forms, and return one (1) signed hard copy or an electronically transmitted Portable Document Format (.pdf) file to the Owner's Representative. B. Completion Inspection 1. At the discretion of the Owner and the Owner's Representative, the Owner's Representative may make a final inspection within 10 calendar days after receipt of the signed Completion Punch List. Contractor shall provide access to all roofs for inspection, where a permanent means of access does not exist. 2. If Owner's Representative considers the work to be finally complete in accordance with the requirements of the contract documents, Owner's Representative will request Contractor to make project closeout submittals. 3. If Owner's Representative does not consider the work to be finally complete: a. Owner's Representative will notify Contractor in writing stating reasons. b. Contractor shall take immediate steps to remedy the stated deficiencies and shall send written notice to Owner's Representative certifying that work is complete. c. Owner's Representative will reinspect work within 10 calendar days after receipt of certification. Contractor shall provide access to all roofs for inspection, where a permanent means of access does not exist. C. Reinspection Costs 1. If Owner's Representative is required to perform a second (or subsequent) inspection(s) because of failure of work to comply with certifications of Contractor, Owner will deduct amount for additional inspection services from final payment to Contractor. D. Closeout submittals shall be one (1) hard copy, or an electronically transmitted Portable Document Format (.pdf) file consisting of the following: 1. Warranties, Manufacturer's punch lists, documentation of punch list completion, and Manufacturer's current published roof maintenance directives as specified in Section 01 78 36 - Warranties. 2. AIA G706 - Contractor's Affidavit of Payment of Debts and Claims. Project No. 19WATWATER002B 8/9/2019 Section 01 30 01 - Page 10 Page 108 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 3. AIA G706A — Contractor's Affidavit of Release of Liens, including supporting documentation from the Contractor, Subcontractors, suppliers, and others who may have lien rights against the Owner. 4. Evidence of payment and release of liens from the Contractor, subcontractors, and suppliers. 5. AIA G707 — Consent of Surety to Final Payment 6. Evidence that the jurisdictional authorities that issued permits have accepted the project and closed -out the respective permits. 7. Final adjustment of accounts including: a. Original contract sum b. Additions and deductions resulting from (if applicable): 1) Previous Change Orders 2) Adjustment of Contract Allowances 3) Unit Price Work 4) Other adjustments 5) Deductions for uncorrected work 6) Deductions for reinspection payments 7) Deductions for actual damages c. Total contract sum as adjusted d. Previous payments e. Sum remaining due E. Owner's Representative will prepare final Change Order, reflecting approved adjustments to contract sum not previously made by Change Order. F. Final Application for Payment 1. Contractor shall submit final application in accordance with conditions of the contract. 3.08 Workmanship Warranty Inspection A. After 18 months, the Contractor shall attend an inspection of the roofs included in this project, if requested by the Owner or Owner's Representative. Contractor shall provide access to all roofs for inspection, where a permanent means of access does not exist. Project No. 19WATWATER002B - End of Section — 8/9/2019 Section 01 30 01 - Page 11 Page 109 of 383 BENCHMARK, INC. PROJECT ADMINISTRATION SECTION 01 30 01 Project No. 19WATWATER002B THIS PAGE IS INTENTIONALLY LEFT BLANK 8/9/2019 Section 01 30 01 - Page 12 Page 110 of 383 PRECONSTRUCTION DAMAGE REPORT Project: FY2019 Young Arena Roof Replacement Project, Contract No. 998 West and East Mechanical Sections 125 Commercial Street Waterloo, Iowa 50703 Contractor: Project No.: 19WATWATER002C Date: Owner: City of Waterloo Anticipated 715 Mulberry Street Start Date: Waterloo, Iowa 50703 Upon inspection of the above-mentioned premises, we are in agreement that existing visible damage to the facility consists of the following: (Itemize damages, listing item descriptions, quantities, locations, and extent of damages. Provide photo or video documentation where appropriate and authorized by the Owner). INTERIOR: EXTERIOR: The above-mentioned items should be excluded from any future claims for damages related to the construction project. OWNER: CONTRACTOR: Date: Date: Photo or video documentation provided ❑Yes ❑ No Page 111 of 383 THIS PAGE IS INTENTIONALLY LEFT BLANK Page 112 of 383 DAILY PROGRESS REPORT Project: FY2019 Young Arena Roof Replacement Project, Contract No. 998 West and East Mechanical Sections 125 Commercial Street Waterloo, Iowa 50703 Project No.: 19WATWATER002C Owner: City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Date: Day: SMTWTHFS Weather: CLEAR P/C OVERCAST RAIN FOG Temperature: 0-31 32-40 41-60 61-80 81-100 100+ Wind: STILL LIGHT MODERATE HIGH Humidity: DRY LIGHT MODERATE HUMID Entity Trade Hours Worked Start Time Stop Time [General Contractor] [e.g. Roofing Contractor] [Subcontractor A] [e.g. Sheet Metal] [Subcontractor B] [e.g. Plumbing] [Subcontractor 0] [e.g. Mechanical] Unit Price Descri tion p Unit (Quantity Allowance) Quantity Today Quantity To Date Verified By: Remove and Replace plywood Square Foot (No Q/A) Install walkway as specified Linear Foot (No Q/A) Repair concrete deck as specified (opening less than 12") Square Foot (No Q/A) Repair concrete deck as specified (opening greater than 12") Square Foot (No Q/A) Replace broken drain clamping rings Each (No Q/A) Type of Roof System: Roof Section(s) Worked on: Materials Delivered Today: Total Squares Installed Today: Comments: By: Title: Page 1 Page 113 of 383 THIS PAGE IS INTENTIONALLY LEFT BLANK Page 2 Page 114 of 383 BENCHMARK, INC. PROJECT NO.: 19WATWATE R002C SCHEDULE OF PRE -JOB SUBMITTALS PROJECT: FY2019 Young Arena Roof Replacement Project, Contract No. 998 West and East Mechanical Sections 125 Commercial Street Waterloo, Iowa 50703 CONTRACTOR: SUBMITTED BY: DATE: SUBMITTAL NO: SECTION 01 33 24 This review is only for general conformance with the design concepts and information given in the Contract Documents, and does not relieve the Contractor of responsibility for conformance with the Contract Documents and applicable Codes; all of which have priority over the submittals. Contractor shall be responsible for accuracy and completeness of submitted information. Corrections or comments made on the submittals by the reviewer do not relieve the Contractor from being responsible for compliance with the Contract Documents. Review of a specific item does not constitute review of an assembly of which the item is a component. The Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication process or to means, methods, techniques, sequences, and procedures of construction; for coordination of the work of all trades; and performing all work in a safe and satisfactory manner. REVIEWED BY: DATE: NOTES: 1. Contractor shall submit transmittal letter and all items listed in the schedule in accordance with Section 01 30 01 - Project Administration, allowing 14 days for review by the Owner's Representative. 2. Contractor shall clearly indicate which information on each submittal is pertinent to the project. 3. Contractor shall refer to Section 01 30 01 - Project Administration and submittal requirements in each specification section for additional information. Specification Section DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 00 21 13 Instructions To Bidders No Exceptions ake Corrections Noted Revise and Resubmit Copy of Performance Bond Copy of Labor and Material Payment Bond Copy of Certificate of Insurance DIVISION 01 - GENERAL REQUIREMENTS 01 30 01 Project Administration Notice of Award or Guarantee Application to Roofing Manufacturer Manufacturer's Approval of Notice of Award or Guarantee Application Contact/Subcontractor List Building Permit Copy of Contractor's State License Proposed Schedule of Values for Invoicing Construction Schedule Shop Drawings and Coordination Drawings No Asbestos Statement Project No. 19WATWATER002B 8/9/2019 Page 115 of 383 Section 01 33 24 - 1 BENCHMARK, INC. Specification Section 01 35 13 01 35 24 SCHEDULE OF PRE -JOB SUBMITTALS No Exceptions ake Corrections Noted Revise and Resubmit SECTION 01 33 24 Preconstruction Damage Documentation Special Project Procedures Procedures for Temporary Equipment Support Construction Project Safety Pre -Job Site Safety Plan/Assessment Safety Data Sheets 01 56 01 Temporary Interior Protection Description and Data Sheets Shop Drawings DIVISION 06 - WOOD, PLASTICS AND COMPOSITES 06 10 53 Miscellaneous Rough Carpentry List of Materials DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 22 16 Roof Board Insulation Manufacturer's Literature List of Materials Manufacturer's Tapered Insulation Drawings Notification to and Approval by the Adhesive Manufacturer Roof Plan Showing Enhanced Adhesion Rate Areas Insulation Acceptance Letter from Membrane Manufacturer 07 26 04 Self -Adhering Vapor Retarder Manufacturer's Literature List of Materials 07 53 23.04 Adhered EPDM Elastomeric Membrane Roofing Manufacturer's Literature List of Materials Manufacturer's Certification Letter Manufacturer's Recommended Installation Methods Shop Drawing For Proposed Temporary Water Cutoff Project No. 19WATWATER002B 8/9/2019 Page 116 of 383 Section 01 33 24 - 2 BENCHMARK, INC. Specification Section 07 62 00 SCHEDULE OF PRE -JOB SUBMITTALS Sheet Metal Flashing and Trim No Exceptions ake Corrections Noted Revise and Resubmit SECTION 01 33 24 Shop Drawings Product Information or Material List for All Accessories Color Chart or Samples For Metal Color Selection Color Chart or Samples For Caulking Color Selection 07 72 65 Support Systems Manufacturer's Literature List of Materials Shop Drawings Project No. 19WATWATER002B 8/9/2019 Page 117 of 383 Section 01 33 24 - 3 THIS PAGE IS INTENTIONALLY LEFT BLANK Page 118 of 383 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 PART ONE — GENERAL 1.01 Description A. This section is intended to assure adequate planning and execution of the project, to maintain proper facility security and to assist the Owner with eliminating workplace hazards, production disruptions, product damage, and inconvenience. B. The Contractor shall advise all administrative and field personnel, Subcontractors, and material suppliers of the requirements of this section. C. Any delays experienced due to the Contractor's negligence in providing proper notifications and coordination shall be at the Contractor's expense. D. If any conflict should arise over a specific provision of this section, the Owner's decision shall be final. E. Coordinate the requirements of this section with related requirements specified elsewhere in the Contract Documents. Immediately inform the Owner's Representative of any conflicts. F. Refer to related information on the drawings. 1.02 Qualifications of Project Supervisors A. Individuals supervising the work included in this specification section shall be competent and qualified persons. B. Contractor shall have a foreman or superintendent present on the project site throughout the entire construction project, who is fluent in the English language (both written and verbal), and is capable of clear communications with all crew members, tenants, and Owner's Representatives. 1.03 Submittals A. General: Comply with all related Division 01 requirements. B. Description of Systems 1. Submit complete written description of the proposed procedures for temporary support of rooftop equipment. PART TWO — PRODUCTS 2.01 Not Used PART THREE — EXECUTION 3.01 Coordination with Facility Operations A. The Contractor shall note that the building will be occupied and in use at all times during this work. The Contractor shall provide and maintain all OSHA or Owner required danger signs, guards, and/or obstructions necessary to protect the public and workers from dangers associated with the work. Project No. 19WATWATER002B 8/9/2019 Section 01 35 13 - Page 1 Page 119 of 383 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 B. Coordinate all work throughout the duration of the project as to minimize disruption of facility operations. C. Schedule and coordinate all aspects of the work to maintain the building in a totally watertight condition, no exceptions. D. Contractor shall provide a minimum of 48 -hours notice for all activities requiring coordination or action on the part of the Owner or Owner's Representative. 3.02 Temporary Facilities and Utilities A. Temporary facilities provided by the contractor shall include, but are not limited to: 1. Utilities such as heat, water, electricity, and telephone as required. 2. Contractor's facilities. 3. Temporary sanitary facilities. B. Project Requirements 1. Make all required connections to existing utility systems with minimum disruption to services in the existing utility systems. When disruption of the existing service is required, do not proceed without the Owner's approval. Provide alternate temporary service when required. 2. If required utility is not available from the Owner, Contractor shall provide alternate temporary service for the duration of the work. 3. Owner will provide 110v power. Contractor shall provide all other required electricity. 4. Contractor's access to electricity is to be from supply designated by Owner. 5. The on-site project supervisor shall carry a reliable cellular phone on the project site at all times. 6. Contractor shall provide temporary sanitary facilities in the quantity required for use of all personnel. Maintain in a sanitary condition at all times. C. Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the work. D. Remove all such temporary facilities and controls as rapidly as progress of the work will permit or as directed by the Owner's Representative. E. In situations where the Contractor uses an Owner -supplied power source, the Contractor remains responsible for completing all work on a daily basis should an outage occur. 3.03 Staging Areas A. Contractor shall perform all material storage and staging activities within those locations approved by the Owner's Representative. B. Staging area(s) shall be determined during the pre-bid meeting. Project No. 19WATWATER002B 8/9/2019 Section 01 35 13 - Page 2 Page 120 of 383 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 C. All roads and doorways shall remain open, unless approved otherwise by the Owner's Representative. D. Contractor shall not block access to dumpsters, and shall maintain safe clearance from all equipment, tanks, and valves. E. Contractor shall implement measures to protect the staging areas from damage. At the Owner's discretion, any damage to staging areas caused by the Contractor shall be repaired to match the pre-existing conditions at no additional cost to the Owner. F. Furnish and install a temporary rope barricade with flags around all ground level staging areas, equipment, and materials. G. When approved by the Owner's Representative, building entrances shall be blocked -off when pedestrians could be endangered by the overhead construction activities or adjacent ground level staging operations. Where blocking of entrances is not approved, provide alternative pedestrian protection as approved in advance by the Owner's Representative. 3.04 Minimum Roof Protection Requirements A. At a minimum, Contractor shall install temporary 3/4" plywood walkways over moisture resistant insulation on all roof areas where equipment, materials and/or personnel are loaded onto or traverse over the roof system. The Contractor shall obtain the Owner's permission prior to installing the temporary walkways. B. Any damage to roof areas caused by the Contractor's operations shall be repaired at no additional cost to the Owner; whether or not the specified minimum roof protection standards are implemented by the Contractor. 3.05 Roof Damage Control A. Contractor shall be responsible for protection of new and existing roof surfaces from construction traffic. Contractor shall be responsible to implement additional roof protection and related activities as they may deem necessary to prevent construction -related damage. B. Contractor shall inspect all areas on a daily basis, and repair any areas of damage before leaving the job site that day. C. Contractor shall be responsible for any damage to the roof system from adjacent work such as, but not limited to, cutting, grinding, welding, scaffolding, moving equipment and materials, wall and flashing work, as well as materials and/or chemicals introduced onto the roof system. Any damage shall be promptly made watertight before leaving the job site that day. Permanent repairs or replacements shall be subsequently performed by the Contractor in an Owner -approved manner, at no additional cost to the Owner. 3.06 Access and Logistical Requirements A. Protect the building from staining or damage where ladders, scaffolding, and chutes are set up against the building. B. Ladders must be removed and secured on a daily basis. C. Protect the building from staining and damage where hoisting operations occur. D. Roof access for Contractor's personnel shall be via the building exterior. Project No. 19WATWATER002B 8/9/2019 Section 01 35 13 - Page 3 Page 121 of 383 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 E. If a crane is used, blocking of the street may be required. Bidders shall research associated permit requirements, barricade/traffic control procedures, pedestrian protection, and time restrictions. All applicable costs shall be included in the Contractor's bid. F. Provide protection and cleaning of all hallways, floor surfaces, and any other areas approved for access. G. Contractor employees shall be required to wear clean footwear whenever inside the building. H. The Owner reserves the right to revoke interior access privileges if Contractor fails to maintain housekeeping or observe other Owner requirements. I. Roofing personnel shall not enter the building, except to perform their contractual duties, or where approved by the Owner to access the roof. J. Contractor shall protect and properly barricade all access and staging areas. K. Contractor shall only park in the Owner -approved areas. 3.07 Interior Activities A. Contractor will notify the building occupants 48 hours in advance to allow them the time to protect the area before roof debris removal. B. Contractor shall coordinate all work with the Owner's Representative to allow coordination and adequate notification to building occupants. C. Contractor's competent person shall be capable of fluent conversation with facility employees, the Contractor's employees, and any Subcontractor's employees. D. Contractor shall provide interior personnel and the rooftop supervisor with two-way radios. Interior personnel and the rooftop supervisor shall maintain full radio contact at all times that the Contractor is inside the building. E. Contractor shall follow these additional requirements at a minimum: 1. Areas Without Deck Replacement or Roof Openings a. Whenever debris or construction materials, could enter the building, or whenever building occupants could be in danger, Contractor shall provide a competent person to monitor interior activities, notify employees of overhead hazards, and manage housekeeping. b. Prior to the end of each days work, the Contractor shall sweep down all floor areas, clean off all elevated areas and equipment, and properly dispose of the debris. 3.08 Relocation of Building Contents A. Contractor shall provide Owner a minimum of 48 -hours notice to relocate building contents. B. Relocation of building contents is at the discretion of the Owner. No additional cost will be incurred by the Owner in the event building contents cannot be moved. C. The Owner will relocate building contents as required to accommodate roofing operations. Contractor shall provide daily progress communications, and coordinate at least 48 -hours in - Project No. 19WATWATER002B 8/9/2019 Section 01 35 13 - Page 4 Page 122 of 383 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 advance with the Owner. Lack of advance planning and coordination may result in roofing delays. 3.09 Temporary Supports A. The Contractor shall completely and adequately support all conduits, piping, steel framing, and/or rooftop equipment prior to removal of the existing supports. Supports shall consist of steel frames and steel supporting members under the items being supported. Chains or cable supports will not be allowed. B. At the discretion of the Owner, any damage caused by the Contractor during temporarily supporting the rooftop items shall be repaired at no cost to the Owner. 3.10 Work Hours A. Work hours shall be 6:00 am. to 6:00 p.m. 3.11 Noise Control A. Owner will accommodate noise producing construction activities. Provide 48 -hours notice to allow the Owner ample time to make arrangements. 3.12 Rain Day Activities A. The Contractor shall visit the project site on all rain days and make all necessary corrections to ensure watertightness of the building and roof system, and proper protection of all materials. B. The Contractor's representative shall contact the Owner's Representative prior to leaving the project site on such days. 3.13 Employee Conduct A. All Contractor employees shall conduct themselves in a professional manner at all times. B. Tobacco use, including smoking, e -cigarettes, or chewing tobacco, shall not occur on the roof or in the facility. Comply with Owner's requirements with respect to tobacco use in all other areas of the Owner's property. 3.14 Miscellaneous Facility Requirements A. Steel -toed boots are mandatory. B. Safety glasses are mandatory. C. The Contractor shall maintain on-site internet access to live weather radar at all times during construction and be aware of forecast and/or development of weather systems that may affect the project. Project No. 19WATWATER002B - End of Section — 8/9/2019 Section 01 35 13 - Page 5 Page 123 of 383 BENCHMARK, INC. SPECIAL PROJECT PROCEDURES SECTION 01 35 13 Project No. 19WATWATER002B THIS PAGE IS INTENTIONALLY LEFT BLANK 8/9/2019 Section 01 35 13 - Page 6 Page 124 of 383 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 PART ONE — GENERAL 1.01 Description A. Work Included: To assure the work site environment is safe for the employees of all Contractors, Subcontractors, Consultants, Manufacturer's Representatives, Owner's Representatives, and building occupants, this section has been written to identify and emphasize the importance of safe working conditions. If any conflict arises over a specific provision or rule, the laws and rules governing that specific location shall be followed. B. The Contractor shall be solely responsible for construction project safety. 1.02 Related Work A. Additional safety-related items may be found elsewhere in the contract documents. 1.03 Standards A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. Occupational Safety and Health Act of 1970. 2. State, County, and City requirements, as applicable. 1.04 Quality Assurance A. Per OSHA 29 CFR 1926.20(b), the Contractor shall make frequent and regular job site safety inspections to ensure compliance with all applicable standards and site-specific safety requirements. B. The first inspection shall be performed no later than the first week of the project. After the first inspection, subsequent inspections shall be performed a minimum of every thirty (30) days, or as required by the standard. C. A qualified person designated by the Contractor, who has the authorization to take prompt corrective measures, shall perform all inspections. This may be an employee of the Contractor or a Subcontractor. Proof of the qualified person's education, training, and qualifications must be provided for verification, upon the request of the Owner's Representative. D. The Contractor's qualified person making safety inspections shall prepare a report for each job site safety inspection. The Contractor shall submit each report to the Owner's Representative within five (5) calendar days of the inspection. E. Contractor shall have sole responsibility for maintaining the job site in compliance with all applicable regulations, Owner requirements, and the Contractor's pre -job site safety plan/assessment. This responsibility shall apply whether or not the Owner or Consultant is present on the job site. F. The Contractor's competent person, Owner, or Owner's Representative shall all have the authority to stop any witnessed unsafe work practices. Project No. 19WATWATER002B 8/9/2019 Section 01 35 24 - Page 1 Page 125 of 383 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 G. At a minimum, Contractor shall maintain Safety Data Sheets (SDS) at the job site in accordance with OSHA requirements. H. One full copy of SDS shall be located on the roof, in addition to other copies that the Contractor maintains on site. 1.05 Submittals A. Contractor shall submit a pre -job site safety plan/assessment, which is prepared by the Contractor's qualified safety professional. This plan/assessment shall outline specific safety considerations for each individual section or level of roof included in the project. Examples of items that shall be included in the safety plan/assessment include: 1. Laydown/staging areas 2. Crane/hoist 3. Setup/material storage 4. Fall protection 5. Pedestrian/vehicular safety 6. Interior safety 7. Any other pertinent, site-specific issue(s) not listed B. Contractor shall submit SDS for all construction materials and other substances to be used on the project. 1. Benchmark's review of the Contractor's SDS submittal is for general conformance only. Contractor shall be responsible to ensure that the set of SDS is complete, up to date, and accurate. 2. After completion of the pre -job submittal process, Contractor shall accurately maintain all sets of SDS on the project site with updated SDS when issued by the Manufacturer(s), or if materials or substances are brought to the project site that were not anticipated prior to the job start. PART TWO — PRODUCTS 2.01 Materials and Equipment A. General: Contractor shall supply all necessary materials and equipment required to complete the work in a manner consistent with a safe work site and as required by regulatory agencies. B. All equipment used on the project shall be in safe operating condition and shall be maintained in a safe condition for the project duration. Equipment found to be unsafe or in disrepair shall be repaired and made safe or shall be removed from the job site and replaced, if necessary, at no cost to the Owner. C. Disposal of any solvents, containers, and other regulated materials shall meet all applicable laws. Project No. 19WATWATER002B 8/9/2019 Section 01 35 24 - Page 2 Page 126 of 383 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 PART THREE — EXECUTION 3.01 General A. The specified safety requirements are broad in nature, by design. The Contractor shall augment the information contained in this section as necessary; with more specific information from OSHA, Owner's safety requirements, material and equipment Manufacturers' safety recommendations, and roofing industry requirements and standards. 3.02 Contractor Employee Training A. Contractor shall provide adequate training for employees to ensure their safety and the safety of others on the project site. Contractor shall provide instruction in the proper operation of power tools, hoisting equipment, and other pieces of equipment employees will be required to use in completion of the work. B. Contractor shall ensure each worker is aware of job and site-specific hazards and of the safety precautions appropriate to each. C. Contractor shall present a safety and loss prevention orientation program to each new employee before that employee starts work. D. Contractor and Subcontractors shall inform their employees of all safety and health rules pertaining to their particular job. E. Contractor and Subcontractors shall inform their employees of location and use of safety devices such as first aid kits, phones, fire extinguishers, etc. F. Contractor shall implement a regular system of work inspection to detect and correct hazardous conditions, safety rule violations, and unsafe working practices. G. Contractor shall ensure that their workers and any Subcontractor's workers participate in any safety orientations or training programs required by the Owner. H. Employees shall be trained regarding any job site alarms, code signals, evacuation warnings, appropriate responses, and requirements for actions that will need to be taken. 3.03 Accident Investigation and Reporting A. Investigating and reporting of accidents is necessary for all Contractors and Subcontractors. An accident investigation and report shall be immediately made by the Contractor's designated competent person on site. Contractor shall provide to the Owner's Representative a copy of the completed Accident Report, Employer's First Report of Injury or Illness, or such other similar reports required by federal, state, county and municipal or local safety laws. All reporting and record keeping requirements shall be in accordance with OSHA regulations. B. Perform investigation and reporting of accidents as required by the Owner's safety requirements and policies, where applicable. 3.04 First Aid A. Contractor and Subcontractors shall be responsible for providing first aid and medical treatment for their employees. The names, addresses and telephone numbers of Contractor's and Subcontractors' doctors, hospital and ambulance services shall be conspicuously posted, as required by law. Project No. 19WATWATER002B 8/9/2019 Section 01 35 24 - Page 3 Page 127 of 383 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 B. A suitable first aid kit shall be located at all times on the roof, and shall be conspicuously located and readily accessible at all times. The first aid kit shall be of an appropriate size for the roofing crew. 3.05 Individual Conduct and Safety A. Contractor's and Subcontractors' employees shall be made aware of and comply with the following rules that will be in effect on all job sites: 1. Alcoholic beverages and illegal drugs will not be permitted. 2. Prescription drugs with side affects that impair an Employees' ability to perform their work duties in a safe manner, will not be permitted. 3. Employees entering job site under the influence or possession of alcohol or drugs will be subject to removal from the job site. 4. The carrying of firearms and all other weapons is prohibited. 5. Fighting, gambling, stealing, soliciting, and horseplay will not be tolerated. 6. Abusive language or disrespectful behavior in public areas will not be tolerated. 3.06 Personal Protective Equipment (PPE) and Clothing A. The Contractor shall furnish and require the use and wearing of PPE and protective clothing by its employees and any Subcontractor's employees. B. Approved eye and face protection is required to be worn when warranted by the exposure, or where mandated by facility safety requirements. Safety glasses with side shields are required in all circumstances where there is an exposure to flying particles. Plastic face shields are required to be worn for guarding against flying particles and spraying liquids or corrosives. C. Appropriate clothing shall be worn at all times. D. Hard hats must be worn at all times whenever there is a possibility of head injury from impact, flying or falling objects, or where mandated by facility safety requirements. E. Hearing protection shall be utilized where mandated by OSHA regulations or facility safety requirements. F. Protective footwear shall be used where mandated by OSHA regulations or facility safety requirements. 3.07 Housekeeping A. The Contractor or Subcontractors shall maintain good housekeeping standards at all times as an integral part of the work. Daily cleanup of work, lay-up, and personnel areas is required and must be performed. B. Materials shall be piled so that safe clearances are maintained and tipping or movement is prevented. Loose materials on the roof must be secured so that they cannot be blown or bumped off. C. Accumulation of material that may create a fire hazard is not permitted. Never store excessive amounts of material in one place, so as to potentially overload the roof. Project No. 19WATWATER002B 8/9/2019 Section 01 35 24 - Page 4 Page 128 of 383 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 D. Roof areas are to be "watertight at night" at all times during the job. Contractor's or Subcontractors' failure to do so can be grounds for dismissal. 3.08 Signs and Barricades A. When it is necessary to barricade an area for overhead work, to protect personnel from hazardous operations, or to move equipment or cranes, barricades are to be provided by the Contractor or Subcontractors. Barricades must be erected before the work requiring them begins. If the barricades are in a roadway or walkway, blinking lights must be used after dark. When the work is completed, the barricades must be removed from the job site. B. Contractor or Subcontractors are forbidden to remove posted signs. C. Traffic control signage shall be constructed of metal and conform to the latest edition of Manual of Uniform Traffic Control Devices (MUTCD). 3.09 Fall Protection A. The Contractor shall select and implement one of the following methods of fall protection, in compliance with OSHA regulations. 1. Fall restraint (motion stopping) system. 2. Personal fall arrest system with warning lines. 3. Safety monitor system with warning lines. B. The three fall protection methods are listed in order of Benchmark, Inc. preference, with a fall restraint (motion stopping) system being the most preferred and the safety monitor system being the least preferred. C. All plastic domed skylights or smoke hatches, open mechanical curbs, openings in the roof deck, and similar openings or holes which could be potential fall hazards shall be guarded at all times to prevent accidental falls. 3.10 Ladders A. Contractor and Subcontractor provided ladders shall be free of defects. Ladders with split or cracked side rails, damaged rungs, missing feet, or other defects shall not be brought to the project site. Ladders set up near doorways, walkways, or other congested areas must be barricaded or guarded. B. Ladders shall be of adequate length and must extend at least 3' or 4 rungs above the upper landing. C. Place straight ladders on solid, level footings with the foot of the ladder a minimum distance from the wall equal to 1/4 the length of the ladder from the resting point. D. Straight ladders shall have non-skid feet and be securely tied off. E. Face the ladder and use both hands going up or down. F. Do not climb or descend ladders with tools, equipment, or material in your hands. G. Metal ladders shall not be used. Project No. 19WATWATER002B 8/9/2019 Section 01 35 24 - Page 5 Page 129 of 383 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 H. Roofs not able to be accessed using a 40 foot or shorter ladder must be accessed by alternative means. If access cannot be achieved from other roofs or through the building interior, then an OSHA approved scaffolding tower with access ladder shall be erected and maintained by the Contractor. 3.11 Fire Protection A. Fully charged, inspected and tagged fire extinguishers must be located at all times on all occupied roof sections and staging areas. All fire extinguishers shall be minimum 20 Ib., type ABC. At a minimum, one fire extinguisher shall be provided for each 3,000 square feet of roof area under construction. Travel distance from any point of the protected area to the nearest fire extinguisher shall not exceed 50 feet. B. The Contractor shall ensure that all required fire extinguishers are maintained in a fully charged and operable condition, including testing, inspections, and tagging. Fire extinguishers with out-of-date inspection tags shall be removed and replaced immediately. C. Smoking may be prohibited on the job site for various reasons. Employees will be expected to obey all "No Smoking" signs. D. Store all flammable liquids in approved safe containers. Contents will be described and marked flammable. E. Flammable liquids in excess of 10 gallons must not be stored on the roof overnight, unless specific written authorization is provided in advance by the Owner. F. When using flammable liquids to clean, dispose of the rags in approved containers or remove them from the roof daily to prevent possible spontaneous combustion. G. Never store bulk flammable material or liquids closer than 25' from open flames or other source of ignition. 3.12 Electrical Safety A. All electrical circuits shall utilize ground -fault circuit interrupters (GFCI) to protect workers from injury. B. Regularly inspect all power cords. Any defective power cords shall be taken out of service and removed from the job site immediately. C. Only double insulated power tools shall be used. D. Regularly inspect all power tools. Any defective tools, including tools with damaged or repaired power cords, shall be taken out of service and removed from the job site immediately. E. When working on powered equipment, and power must be disconnected to perform the required work, the Contractor shall implement lock -out and tag -out procedures to protect workers from injury. F. Do not set up ladders or stage construction operations adjacent to power lines. If the only available locations are near power lines, implement measures to prevent injury, and coordinate any required outages with the Owner's Representative in advance. Project No. 19WATWATER002B 8/9/2019 Section 01 35 24 - Page 6 Page 130 of 383 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 3.13 Crane and Hoist A. Contractor shall comply with the Manufacturer's specifications and limitations. Rated load capacities, recommended operating speeds, and special hazard warnings or instructions shall be conspicuously posted on all equipment. Instructions or warnings shall be visible from the operator's station. B. Accessible areas within the swing radius of the rear of the rotating superstructure shall be properly barricaded to prevent the public or employees from being struck or crushed by the crane. C. All crawler or truck cranes in use shall meet the requirements as prescribed in the ANSI B30-5-1968 Safety Code for Crawler and Truck Cranes. D. Inspect all rigging equipment prior to use (chains, ropes, slings, shackles, etc.). Remove any defective equipment from the job site. 3.14 Public Liability A. Unauthorized persons are not allowed access to the roof at any time. Contractor shall control access to the roof. B. Barricades and signs shall be posted on the ground around the work area to warn the public. C. Locate air intake ducts, air conditioners, or air pumps. Notify Owner's Representative when dust or fumes may be drawn into the facility so that the unit may be shutdown and/or covered. D. At night lock trucks, deactivate hoisting equipment, and take down ladders. E. Park vehicles so that they do not pose a hazard to other traffic moving around the job site. Trucks and equipment should not block sidewalks or other pedestrian travel ways without providing a clear, well -marked, alternate route of travel. Project No. 19WATWATER002B - End of Section — 8/9/2019 Section 01 35 24 - Page 7 Page 131 of 383 BENCHMARK, INC. CONSTRUCTION PROJECT SAFETY SECTION 01 35 24 Project No. 19WATWATER002B THIS PAGE IS INTENTIONALLY LEFT BLANK 8/9/2019 Section 01 35 24 - Page 8 Page 132 of 383 BENCHMARK, INC. TEMPORARY INTERIOR PROTECTION SECTION 01 56 01 PART ONE — GENERAL 1.01 Description A. Furnish, install, maintain, and take down temporary interior protection, as per the drawings and specifications, so as to mitigate potential impacts on the Owner's assets and operations due to the work of this project. B. The Contractor shall advise all administrative and field personnel, Subcontractors, and suppliers of the requirements of this section. C. Any delays experienced due to the Contractor's negligence in providing proper notifications and coordination shall be at the Contractor's expense. D. If any conflict should arise over a specific provision of this section, the Owner's decision shall be final. E. Coordinate the requirements of this section with related requirements specified elsewhere in the Contract Documents. Immediately inform the Owner's Representative of any conflicts. F. Refer to related information on the drawings. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. 2. Annual Book of ASTM Standards, ASTM International B. Qualifications of Project Supervisors: Individuals supervising the work included in this specification section shall be competent and qualified persons. C. Qualifications of Interior Protection Installers: Interior protection shall be installed by personnel proficient in the operation of a variety of scissors lifts, booms and ladder mechanisms. Personnel must be familiar with all OSHA regulations pertaining to the safe operation of this equipment. Installers shall use appropriate safety glasses, hard hats, hearing protection, foot protection, and breathing apparatus (where required) while adhering to guidelines relating to fall protection. Installers shall also agree to successfully complete any Owner or General Contractor mandated safety orientations/training (where required) prior to start of project. Dress code shall be in keeping with the Owner's requirements. 1.03 References A. References: Materials used in this section shall be listed in the reference(s) below. The reference(s) used shall be the latest published edition available on the date the Contractor submits its price proposal to the Owner. 1. Roofing Materials and Systems Directory and Fire Resistance Directory, Underwriters Laboratories, Inc. Project No. 19WATWATER002B 8/9/2019 Section 01 56 01 - Page 1 Page 133 of 383 BENCHMARK, INC. TEMPORARY INTERIOR PROTECTION SECTION 01 56 01 1.04 Submittals A. General: Comply with all related Division 01 requirements. B. Description of Systems 1. Submit complete written description of the proposed interior protection system(s), including information concerning methods of support. Provide product data sheets as necessary to communicate interior protection attributes. C. Shop Drawings 1. Submit shop drawings detailing the complete installation and operation of the interior protection system(s). PART TWO — PRODUCTS 2.01 Interior Protection A. Interior Protection Sheeting: General Use 1. Reinforced, fire -rated, 6 -mil minimum polyethylene sheeting. 2. Approved Products a. T-55 FR by Reef Industries b. Flame Safe Scaffold Sheeting by Monarflex, Inc. c. Approved equal B. Interior Protection Sheeting: Static Electricity Sensitive Usage 1. Where interior protection is required adjacent to electronic equipment, such as computers, telephone equipment, medical equipment, audio equipment, etc., provide anti -static, reinforced, fire -rated, 6 -mil minimum polyethylene sheeting. 2. Approved Products a. T-55 FR AS by Reef Industries b. Approved equal 2.02 Basis of Design A. Specifications are based on products and services as supplied and furnished by the following: 1. TuffWrap Installations, Inc., Harleysville, PA 19438, Phone 215.256.6953 (www.tuffwrap.com) 2. ShieldWorks Inc., Winchester, KY 40391, Phone 800.294.0694 (www.shieldworks.com) Project No. 19WATWATER002B 8/9/2019 Section 01 56 01 - Page 2 Page 134 of 383 BENCHMARK, INC. TEMPORARY INTERIOR PROTECTION SECTION 01 56 01 B. Tape Sealers 1. Tape shall be of compatible materials to create a tight bond to the sheet protection. 2. Tape shall be of high quality, so as to not leave a glue residue on existing building or equipment components when removed. 3. Approved Products a. Tufftape by TuffWrap Installations, Inc. b. Shieldtape by ShieldWorks Inc. C. Related Accessories 1. Furnish all other related accessories and/or products as required for a complete installation, as supplied by or approved by interior protection system supplier. PART THREE — EXECUTION 3.01 Coordination with Facility Operations A. The Contractor shall note that the building will be occupied and in use at all times during this work. The Contractor shall provide and maintain all OSHA or Owner required danger signs, guards, and/or obstructions necessary to protect the public and workers from dangers associated with the work. B. Coordinate all work throughout the duration of the project as to minimize disruption of facility operations. C. Contractor shall provide a minimum of 48 -hours notice for all activities requiring coordination or action on the part of the Owner or Owner's Representative. 3.02 Interior Protection — General Requirements A. Contractor shall coordinate and schedule all interior protection -related operations to minimize the impact of this work on facility operations. The Contractor shall adjust their operations and work plan as required during the course of the work. Take necessary measures to become familiar with the associated coordination and scheduling challenges, prior to submitting a bid. B. Control of dust and debris shall be accomplished utilizing a combination of materials, methods and personnel. C. Contractor shall coordinate the interior protection schedule and sequence with the Roofing Contractor to ensure that interior protection is completed where required prior to the start of the demolition work. D. Contractor shall, to the best of their ability, conduct all work and operations so the following do not occur: 1. Impede or endanger egress in and out of work areas. 2. Cause, permit or allow falling or blowing particulate, material, dust and/or debris which might endanger the safety of persons, equipment or product located in the area specified to receive interior protection. Project No. 19WATWATER002B 8/9/2019 Section 01 56 01 - Page 3 Page 135 of 383 BENCHMARK, INC. TEMPORARY INTERIOR PROTECTION SECTION 01 56 01 E. Contractor shall maintain interior protection during the course of the project, to the satisfaction of the Owner and Owner's Representative. Interior protection maintenance shall include removal of any leak water and/or excessive debris as it accumulates. Return interior protection to a functional condition immediately after water or debris removal, unless otherwise approved in writing by the Owner or Owner's Representative. Coordinate interior protection maintenance with the Owner's Representative as required to prevent interruption of Owner's operations. Protect Owner's property during interior protection maintenance, as specified for interior protection takedown. 3.03 Interior Protection A. Basis for Design: Specifications are based on installation of the following interior protection systems 1. SmartSeam by TuffW rap Installations, Inc. 2. IntelliShield by ShieldWorks Inc. 3. If an alternative approved interior protection system suppler is proposed by the Contractor and approved by the Owner, it shall be the Contractor's responsibility to make all necessary modifications to the scope of work to accommodate the alternative system application; while achieving all specified criteria. Pre -job submittals shall demonstrate compliance with these criteria. 4. No additional compensation will be provided for any associated modifications to supplier's standard services required to meet specified criteria. B. All sheeting shall be installed using the largest sheet size possible. C. All suspended sheeting shall be securely fastened, and supported in a manner to positively contain light dust and debris, and prevent displacement and/or collapse. 1. Utilization of existing wall connections and sheet supports shall be used whenever possible. 2. If no suitable wall connection or sheet support is available, wall anchors shall be installed with a minimum load capability of 50 lbs. 3. Care must be taken to control dust created while installing anchors. D. Site line of suspended sheeting shall be discussed with the Owner to ensure the height requirements meet Owner's needs and installation can be installed with least amount of penetrations possible. E. Where practical, seams shall be cut to install sheeting with least amount of seams and to allow positioning of seams to happen in non-critical areas. F. Suspended cover installed along walls shall be secured every 10' o.c. G. Each tie off anchor shall have a minimum load rating of 50 lbs. H. Hung protection shall have vertical mid -span support a maximum of 14' o.c. I. Existing structure, equipment, or conduit may be utilized where appropriate or adequate to support a minimum of 30 Ib. point load. Project No. 19WATWATER002B 8/9/2019 Section 01 56 01 - Page 4 Page 136 of 383 BENCHMARK, INC. TEMPORARY INTERIOR PROTECTION SECTION 01 56 01 J. Where possible, all seams are to incorporate a 360° roll technique, secured and pinned and taped together to create one continuous unit. K. All typical seams are to be taped with a 5" wide tape including detail work around penetrations. L. All penetrations through suspended sheeting are to be sealed by seaming the sheeting material as close as possible to the penetration and taping with a minimum of 5" wide tape. M. Where interior protection is ended mid -span in a building, extend protection 8' beyond work area, or as directed by the Owner. N. At drain areas, a canvas "funnel" shall be installed. This funnel shall extend a minimum of 3' beyond the drain edges and shall be such as to contain and channel all water and debris into a ground level container. The container shall be sufficient size to accommodate anticipated volume. O. Prior to takedown of suspended interior protection, product or equipment on floor shall be draped with 4 -mil plastic (where applicable/appropriate) to provide additional protection from dust and debris. P. Closely coordinate the schedule for removal of the interior protection and associated debris with the Owner. Remove protection as soon as possible following installation of new roof system. Q. Care must be taken to completely contain all dust and debris within the sheeting during its removal, and to protect the Owner's operations from the same. R. All tape and support systems used for the installation shall be removed with minimal disruption to existing equipment and personnel. S. Contractor shall provide for proper disposal of all removed interior protection materials and debris. - End of Section — Project No. 19WATWATER002B 8/9/2019 Section 01 56 01 - Page 5 Page 137 of 383 BENCHMARK, INC. TEMPORARY INTERIOR PROTECTION SECTION 01 56 01 Project No. 19WATWATER002B THIS PAGE IS INTENTIONALLY LEFT BLANK 8/9/2019 Section 01 56 01 - Page 6 Page 138 of 383 BENCHMARK INC. WARRANTIES SECTION 01 78 36 PART ONE — GENERAL 1.01 General Requirements A. Upon completion of work and prior to final payment, Contractor shall pay all required fees, secure all required inspections, and complete any other actions necessary to secure and deliver the specified warranties and related documents to the Owner. B. The warranty start date shall be no earlier than the date the Contractor certifies completion of all Manufacturer final inspection punchlist(s). In instances where the Manufacturer requires reinspection of the final inspection punchlist, the warranty start date shall be no earlier than the date the Manufacturer certifies that the Contractor completed all punchlist items to the Manufacturer's satisfaction. C. Manufacturers' warranties shall cover defects in materials and workmanship, shall not include any buy-out clauses, and shall not be prorated. D. All warranties shall contain written provisions stating that they will be fully transferable at any time during the specified warranty period. E. Warranties issued prior to the Manufacturer's final inspection, such as offered under the Manufacturer's pre -issue or early bird warranty programs, are not approved. 1.02 Manufacturer's Warranties A. The Contractor shall make all necessary notices for warranty purposes to the Manufacturer(s), as required to secure timely inspections and issuance of the specified warranties. B. After Manufacturers' final inspections, submit Manufacturers' final inspection reports and/or punch lists, and Contractor's certification that all identified corrective work has been corrected as required by the Manufacturers. If a Manufacturer requires reinspection of an issued punch list, submit certification from the Manufacturer that punchlist items have been completed to the Manufacturer's satisfaction. C. The following roofing Manufacturer's warranty shall be provided: 1. Primary roofing Manufacturer's 20 -year no dollar limit (NDL) labor and material, total roof system warranty. Alternate 30 -year no dollar limit (NDL) labor and material, total roof system warranty. 2. The total system warranty shall include the following: a. Roof membrane b. Roof membrane adhesion c. Roof membrane flashings d. Roof insulation e. Roof insulation adhesion f. Vapor retarder g. Premanufactured metalwork Project No. 19WATWATER002B 8/9/2019 Section 01 78 36 - Page 1 Page 139 of 383 BENCHMARK INC. WARRANTIES SECTION 01 78 36 h. Roof system fasteners, termination bars, and other miscellaneous accessories supplied by the roofing Manufacturer. D. The following accessory Manufacturers' warranties shall be provided: 1. 25 -year minimum warranty for Kynar 500/Hylar 5000 metal finish integrity and color retention. The paint film shall be guaranteed against cracking, peeling, and chalking in excess of ASTM D659 number 8 rating or fade in excess of 5 units per ASTM D2244, under normal weather and atmospheric conditions. Warranty shall be signed by the metal Manufacturer. 2. 20 -year standard warranty for premanufactured, non -penetrating, rooftop supports. 1.03 Contractor Warranty A. The Contractor shall guarantee all materials and workmanship for a period of two (2) years from the date of acceptance of the completed work by the Owner. The Contractor shall make good any defects in materials or workmanship that may develop during the two-year period by repairing or replacing such defects at without cost to the Owner. B. Contractor's warranty shall be prepared and submitted using the form provided in this section. 1.04 Maintenance Directives A. Manufacturer's warranty submittal shall include the Manufacturer's current published roof maintenance directives for the specified roof system type(s). PART TWO — MATERIALS 2.01 Not Used PART THREE — EXECUTION 3.01 Not Used Project No. 19WATWATER002B 8/9/2019 Section 01 78 36 - Page 2 Page 140 of 383 BENCHMARK INC. WARRANTIES SECTION 01 78 36 CONTRACTOR'S WARRANTY Trade: Manufacturer and Roof System Installed: Contractor: Contractor Address: Contractor Phone: Contractor E-mail: Contract Number and Date: Project and Location All Contract Work FY2019 Young Arena Roof Replacement Project Contract No. 998 125 Commercial Street Waterloo, IA 50703 Area of Roof Installation: West and East Mechanical Sections Date of Acceptance (Effective Warranty Date): 1. Contractor guarantees to Owner that the roofing system(s) identified above have been installed in accordance with the Contract Documents for the above referenced project, and meet the minimum requirements of the Manufacturers of all materials used in performance of the work. 2. Contractor guarantees to Owner that Contractor for a period of two (2) years commencing with the date of Owner's acceptance of the installation, will make good any deficiencies that develop as a direct result of workmanship defects, by repairing or replacing such defects. All corrective work shall utilize materials and installation procedures in strict accordance with the Contract Documents. 3. Contractor guarantees to Owner that Contractor for a period of two (2) years commencing with the date of Owner's acceptance of the installation, will maintain all sheet metal flashing in a watertight condition without cost to the Owner. 4. Contractor's liability hereunder shall be limited to the repair or necessary replacement of any defective component of the work without cost to Owner and shall not include incidental or consequential damages. * By: Title: Company: Date Executed: * Warranty must be signed by a Company Officer Project No. 19WATWATER002B - End of Section — 8/9/2019 Section 01 78 36 - Page 3 Page 141 of 383 BENCHMARK INC. WARRANTIES SECTION 01 78 36 Project No. 19WATWATER002B THIS PAGE IS INTENTIONALLY LEFT BLANK 8/9/2019 Section 01 78 36 - Page 4 Page 142 of 383 BENCHMARK, INC. ROOF DEMOLITION AND CLEANUP SECTION 02 41 20 PART ONE — GENERAL 1.01 Description A. Provide all labor, materials, equipment, and tools to prepare the existing roofing system for the specified work, as designated in the specifications or on the drawings. B. Provide for the proper disposal of all existing materials to be removed, as designated in the specifications or on the drawings. C. Provide for the cleanup of excess materials, equipment, tools, and construction debris, as required to maintain the project site in a neat and orderly condition. 1.02 Standards A. Resource Conservation and Recovery Act of 1976. B. State, County, and City requirements, as applicable. 1.03 Scheduling and Coordination A. Schedule and coordinate the roof demolition and/or preparation work with the new work in such a manner as to keep the new insulation and roofing materials, building, and building interior absolutely dry and watertight. B. Coordinate all work with related trades and the Owner, to minimize any disruptions of the Owner's operations. C. Refer to related requirements specified elsewhere in the Contract Documents. 1.04 Disposal A. All debris shall be stored in containers approved by the Owner's Representative, and removed from the roof on a daily basis. B. Keep Owner's property clean of any construction debris. C. Contractor shall dispose of construction debris in accordance with the referenced standards. PART TWO — PRODUCTS 2.01 Cleaners A. Cleaners used in conjunction with surface preparation work shall meet local code requirements for runoff water quality. B. Cleaners and/or solvents shall not have a detrimental effect on the new or existing roof systems or the roof and building drainage system. Project No. 19WATWATER002B 8/9/2019 Section 02 41 20 - Page 1 Page 143 of 383 BENCHMARK, INC. ROOF DEMOLITION AND CLEANUP SECTION 02 41 20 PART THREE — EXECUTION 3.01 Protection of Surfaces A. Contractor shall take all precautions during demolition and preparation necessary to protect the building and adjacent surfaces from being soiled or damaged. B. Contractor shall restore to original condition any damage caused during work performed under this section. C. Keep roof surface clean of any debris that might prevent proper drainage. D. At start of each workday, drains located within daily work area shall be temporarily plugged to prevent debris from falling into the drain. Plugs shall be removed at the end of each workday. E. Prior to demolition work, verify that all soil pipes, flues, steel members, and other similar penetrations are secured to the building structure. Coordinate removal or securement of all unsecured penetrations prior to the start of demolition work. 3.02 Debris Handling A. No material shall be dropped to any point lying outside the exterior walls of the structure, unless otherwise approved in writing by the Owner's Representative. B. All material chutes or section of chutes at an angle greater than 45° from the horizontal shall be entirely enclosed. C. On all buildings over 20' in height, debris shall be transported using a fully enclosed receptacle that is mechanically lowered. A fully enclosed trash chute may also be used where appropriate for height of the building. D. Chutes may be job -fabricated or purchased premanufactured. If premanufactured chutes are used, Manufacturer's setup and operating instructions shall be followed. E. When installing trash chutes, proper counterbalance shall be used to offset the weight and use of the chute. If wood boards or metal struts are used, they shall be set up to prevent a tripping hazard to employees. A safety factor of 5 shall be used to determine counterbalance. F. No job site materials shall be used to counterbalance a chute. G. Guard rails shall be installed on either side of the chute, to a distance of 6 feet minimum from the opening. Guardrails shall be installed according to OSHA standards. H. Where the material is dumped from mechanical equipment or wheelbarrows, a securely attached toeboard or bumper not less than 4" thick and 6" high shall be provided at each chute. Additionally, the Contractor shall use a guard around the top of the chute to prevent any debris from falling next to the chute. I. Chutes shall be designed and constructed of such strength as to eliminate failure due to impact of materials or debris loaded therein. 3.03 Disposal A. Properly dispose of all construction debris on a daily basis. Project No. 19WATWATER002B 8/9/2019 Section 02 41 20 - Page 2 Page 144 of 383 BENCHMARK, INC. ROOF DEMOLITION AND CLEANUP SECTION 02 41 20 B. Do not store debris on roof unless otherwise directed by the Owner. Contractor shall not overstress the roof decking. 3.04 Preparation of Surfaces A. The extent of preparation of surfaces is listed in each section; on the drawings; and in Section 01 11 00 — Summary of Work. B. All debris shall be removed from the roof decking. The decking shall be broom clean at a minimum, and additionally prepared as noted on the drawings, as specified elsewhere, and as required by the Manufacturer of materials to be applied over the decking. C. All debris shall be removed from the rib openings of metal decking, where metal decking is present, prior to the start of new roof system installation. 3.05 Cleanup A. Throughout the duration of the project, retain all stored materials and equipment in an orderly arrangement allowing maximum access, not impeding drainage or traffic and providing the required protection of materials. B. Weekly, and more often if necessitated by job conditions, Contractor shall inspect all arrangements of materials stored on site and restack, tidy and resecure as required. C. Contractor shall clear the construction areas and shall provide for the removal of all construction debris from the site. Contractor shall not allow the accumulation of scrap, debris, waste material, and other items not required for construction of this work. Contractor shall provide storage of all items awaiting removal from the project site, observing all requirements for fire protection, and protection of the surrounding site. D. Daily and more often if necessitated by job conditions, Contractor shall inspect the site and pickup all scrap, debris, and waste material. Contractor shall remove such items promptly, leaving the construction area and site clean daily. E. Contractor shall be responsible to assure that their subcontractors have properly removed and disposed of all debris relating to their contract. F. At the completion of the contract, Contractor shall remove from the project site all equipment, tools, excess materials, and construction debris related to their contract. Contractor shall be responsible to assure that their subcontractors have properly removed from the project site all equipment, tools, excess materials, and construction debris related to their contract. G. Contractor shall be responsible for returning all areas set aside for staging and storage to their original condition. H. Contractor shall repair damage and remove stains caused by work related to their contract. Project No. 19WATWATER002B - End of Section — 8/9/2019 Section 02 41 20 - Page 3 Page 145 of 383 BENCHMARK, INC. ROOF DEMOLITION AND CLEANUP SECTION 02 41 20 Project No. 19WATWATER002B THIS PAGE IS INTENTIONALLY LEFT BLANK 8/9/2019 Section 02 41 20 - Page 4 Page 146 of 383 BENCHMARK, INC. MISCELLANEOUS ROUGH CARPENTRY SECTION 06 10 53 PART ONE — GENERAL 1.01 Description A. Work includes, but is not necessarily limited to: 1. Installing wood nailers and/or plywood per the drawings and specifications. 2. Refastening existing wood nailers and/or plywood in accordance with the specified standards, where existing nailers and/or plywood are suitable for reuse. 3. Removal and replacement of existing deteriorated nailers and/or plywood. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. B. Qualifications of Installers: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. C. In acceptance or rejection of the work of this section, the Owner will make no allowance for lack of skill on the part of the workers. 1.03 Submittals A. General: Comply with the provisions of Section 01 30 01. B. Product Data: 14 days prior to starting work, submit: 1. Complete material list of all items proposed to be furnished and installed under this section. 1.04 Delivery, Storage, and Handling A. Store all materials up, off of the roof or ground, and covered with weatherproof tarps anchored sufficiently, so as to resist wind blow -off. Roof surfaces shall be protected from damage at all times. B. Keep all materials clearly identified with all grade marks legible. Keep all damaged material clearly identified as damaged and stored separately to prevent its inadvertent use. C. Do not allow installation of damaged or otherwise non -complying material. D. In the event of damage, immediately make all necessary repairs and replacements to the approval of and at no additional cost to the Owner. 1.05 Warranty A. Warranty: See Section 01 78 36. Project No. 19WATWATER002B 8/9/2019 Section 06 10 53 - Page 1 Page 147 of 383 BENCHMARK, INC. MISCELLANEOUS ROUGH CARPENTRY SECTION 06 10 53 PART TWO — PRODUCTS 2.01 Nailers A. All nailers shall be #2 or better, construction grade lumber. B. Size to be as indicated on the drawings. C. Minimum nailer size shall be 2" x 6" (nominal). D. Minimum top nailer thickness shall be 1.5" (nominal). E. Nailers shall extend 1/2" beyond metal flanges. F. Wood sleepers, where specified, shall be 4" x 4" minimum treated wood. 2.02 Plywood A. All plywood is to be minimum 1/2", APA Rated Exterior, Structural 1. Only waterproof glue is acceptable. B. Refer to drawings for plywood thickness at each detail. 2.03 Carbon Steel Fasteners A. All fasteners must be carbon steel with corrosion -resistant coating. Fasteners shall meet FM 4470. B. Masonry/Concrete Fasteners 1. Corrosion -resistant, threaded fastener with low profile head. 2. Fasteners shall be a minimum of 3/16" diameter with a 1" minimum embedment. 3. Fastener to be FM Global approved. 4. Approved Products a. Tapcon Flat -Head Phillips with Blue Climaseal or White UltraShield by ITW Buildex b. Tapper Flat -Head Phillips with Perma-Seal Coating by Powers Fasteners, Inc. C. Steel/Wood Fasteners 1. Corrosion -resistant, self -tapping, self -drilling screw with low profile head. 2. Fastener to be FM Global approved. 3. Approved Products a. Roof Grip by OMG with Climaseal Coating b. Dekfast by SFS Group USA, Inc. with Sentri Coating c. Standard roofing fastener by OMG, with CR -10 coating Project No. 19WATWATER002B 8/9/2019 Section 06 10 53 - Page 2 Page 148 of 383 BENCHMARK, INC. MISCELLANEOUS ROUGH CARPENTRY SECTION 06 10 53 4. Fasteners to be #12 minimum and of sufficient length to penetrate into steel 3/4" and wood 1". PART THREE — EXECUTION 3.01 Nailers A. Nailers are to be installed as per detail drawings. B. Discard units of material with defects that might impair quality of work and units that are too small to use in fabricating work with minimum joints or optimum joint arrangement. C. Set nailers to required levels and lines with members plumb and true. D. All perimeter nailers shall be of uniform height within a given roof section. E. Nailers shall be installed with 1/4" gap between ends of adjoining pieces. F. Where two or more nailers are stacked, butt joints shall be offset 12" minimum between adjacent layers. G. Nailers shall be fastened in accordance with the following schedule: 1. Fasteners in 6" or wider (nominal) lumber shall be installed in two (2) rows, staggered one-third of nailer width. Listed spacings indicate distance between fasteners in adjacent rows. 2. Two (2) fasteners shall be installed within 6" of each nailer end. 3. Corner fastener spacing shall extend 8' from all outside building corners. 4. Where two or more nailers are installed, each nailer shall be fastened independently. 5. Over all deck types, the bottom nailer shall be fastened using the specified fasteners and 5/8" diameter washers. Countersink washers and fasteners level with top of wood using spade bit or similar method. Fasten subsequent nailers, where specified, using the specified screws without washers. 6. Maximum fastener spacing shall be as specified on the drawings. 3.02 Plywood A. Plywood is to be installed as per detail drawings. B. Plywood joints must be true and well fitting, allowing for expansion and contraction. Allow 1/8" at end and edge joints. C. Plywood fasteners shall be installed in a uniform grid pattern, with a maximum spacing of 18" o.c. between adjacent fasteners. D. Where fastening to steel stud framing, fasten to each framing member at 6" o.c. Project No. 19WATWATER002B 8/9/2019 Section 06 10 53 - Page 3 Page 149 of 383 BENCHMARK, INC. MISCELLANEOUS ROUGH CARPENTRY SECTION 06 10 53 3.03 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work or notification of completion. 3.04 Cleaning A. When sawing of wood or plywood is performed on the rooftop, contain and/or clean sawdust in such a way as to prevent contamination of substrate to receive subsequent construction materials. B. Contractor shall follow the requirements to Section 02 41 20 — Roof Demolition and Cleanup. Project No. 19WATWATER002B - End of Section - 8/9/2019 Section 06 10 53 - Page 4 Page 150 of 383 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 PART ONE — GENERAL 1.01 Description A. Provide and install roof board insulation and means of securement complete, in-place, per the drawings and specifications. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. The NRCA Roofing and Waterproofing Manual, National Roofing Contractors Association 2. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. 3. Annual Book of ASTM Standards, ASTM International B. Qualifications of Installers: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. In acceptance or rejection of the work, the Owner will make no allowance for lack of skill on the part of the workers. C. Roofing Inspections: Make all required notifications and secure all required inspections by the Manufacturer of the approved materials to facilitate issuance of the specified roof warranty. D. U.L. Listing: Provide materials bearing Underwriters Laboratories (U.L.) marking on bundle, package, or container indicating that materials have been produced under U.L.'s classification and follow-up service. 1.03 References A. References: Materials used in this section shall be listed in the reference(s) below. The reference(s) used shall be the latest published edition available on the date the Contractor submits its price proposal to the Owner. 1. Roofing Materials and Systems Directory and Fire Resistance Directory, Underwriters Laboratories, Inc. 1.04 Submittals A. General: Comply with the provisions of Section 01 30 01. B. Product Data: 14 days prior to starting work, submit: 1. Most recent copy of Manufacturer's literature applicable to products and specifications to be used. 2. Complete material list of all items proposed to be furnished and installed under this section. Project No. 19WATWATER002B 8/9/2019 Section 07 22 16 - Page 1 Page 151 of 383 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 3. Manufacturer's tapered insulation fabrication drawings. 4. Bead -applied polyurethane adhesive - a roof plan clearly showing the perimeter, and corner areas to receive additional adhesive quantities, notification to the adhesive Manufacturer, and written approval by the adhesive Manufacturer, as required to obtain the specified insulation adhesion warranty. 5. Letter from membrane Manufacturer stating acceptance of proposed roof insulation assembly. 1.05 Delivery, Storage, and Handling A. Deliver materials to job site in their original unopened containers, no sooner than 14 days prior to start of project. Package labels shall indicate material name, production date, and/or product code. Slit Manufacturer -supplied plastic covering and cover with weatherproof tarps that are securely anchored so as to resist blow -off. B. Store materials in dry, raised, protected areas in an upright position. Control temperature of storage areas in accordance with Manufacturer's instructions. Protect materials from exposure to the elements. When storing materials on the roof, do not over stress the deck. C. Use all necessary means to protect the materials in this section before, during, and after installation, and to protect the work and materials of all other trades. D. In the event of damage, immediately make all necessary repairs and replacements subject to the approval of and at no additional cost to the Owner. E. Follow the Manufacturer's recommendations for storage of temperature -sensitive materials. 1.06 Scheduling A. Work shall be performed on a daily basis with each section completed before progressing to the next day's work, unless specifically directed otherwise by the Owner's Representative. B. Completion of work will be defined as the installation of all specified roof preparation, insulation, field membrane, flashings, counterflashings, sheet metal, fasteners, and caulking. 1.07 Warranty A. Warranty: See Section 01 78 36. PART TWO — PRODUCTS 2.01 General A. All materials used on this project shall be compatible with the existing conditions and with each other. B. No product shall contain any asbestos or asbestos-related products. C. Insulation, fasteners, and/or adhesives used on this project shall be approved by the roofing membrane Manufacturer, shall be compatible with the roof system specified, and shall qualify for the specified roofing membrane Manufacturer's warranty. Project No. 19WATWATER002B 8/9/2019 Section 07 22 16 - Page 2 Page 152 of 383 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 2.02 Insulation Materials A. Polyisocyanurate Foam Roof Insulation - Coated Glass Facer (CGF) 1. Insulation shall be a closed -cell, polyisocyanurate foam core with polymer -bonded, fiberglass facers conforming to ASTM specification C 1289, Type 11, Class 2. Foam core shall have a rated flame spread of 75 or less in accordance with ASTM E 84. Insulation shall have minimum compressive strength of 20 psi (Grade 2) in accordance with ASTM C 1289. 2. Approved Products a. H -Shield CG by Hunter Panels, LLC b. RESISTA by Firestone Building Products 3. Flat Stock Insulation Requirements a. Insulation shall be supplied in 4' x 4' boards. Insulation shall be flat stock 2.0" thick (base layer). Where used as filler for tapered insulation applications, individual layers shall not exceed 2.0". 4. Tapered Insulation Requirements a. Insulation shall be supplied in 4' x 4' boards. Insulation panels shall slope 1/8" per foot. Insulation shall have 2.0" minimum thickness, measured at center of drain. B. Gypsum Board 1. Non-structural, moisture resistant gypsum panel. Gypsum board shall conform to ASTM C 1177 or ASTM C 1278. Gypsum board product shall be specifically recommended for the type of membrane application required by the Contract Documents, as applicable. 2. Approved Products a. DensDeck Prime by Georgia-Pacific Gypsum Corp. 3. Insulation Requirements a. Gypsum board shall be supplied in 4' x 4' sheets. Gypsum board shall be flat stock 1/2" thick. C. Tapered Fiberboard Edge Strip 1. Wood fiber insulation boards factory -cut to provide slope. Insulation shall conform to ASTM C 208. 2. Approved Products a. As approved by the roof membrane Manufacturer. Project No. 19WATWATER002B 8/9/2019 Section 07 22 16 - Page 3 Page 153 of 383 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 3. Insulation Requirements a. Insulation shall be supplied in 12" x 4' boards. Insulation shall be tapered from 0" to 1/2" across width of board. 2.03 Bead -Applied Polyurethane Adhesive A. Dual component polyurethane adhesive and primer (where applicable), used to attach roof insulation board to roof decks and substrates. B. Regular, summer or winter formula shall be bid and installed, such that Manufacturer's installation criteria are met. C. Approved Products 1. Carlisle OlyBond 500 by Carlisle SynTec Incorporated 2. I.S.O. Stick by Firestone Building Products 3. Twin Jet by Firestone Building Products 4. Flexible FAST Adhesive by Carlisle SynTec Incorporated PART THREE — EXECUTION 3.01 Description A. The latest Manufacturer specifications and installation instructions shall be followed along with the following requirements. These specific minimum requirements must be included in the bid and shall not be altered. B. Inspection 1. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. C. Preparation and Surface Conditions 1. Before insulation application is started, remove trash, debris, grease, oil, water, moisture, and contaminants from substrate to receive insulation. 2. Prepare all surfaces in accordance with applicable specification sections. 3. Protect adjacent areas from damage. 4. Surfaces scheduled to receive insulation shall be free of any standing water, frost, snow, or loose debris. 5. Substrate shall be smooth, free of sharp projections, and free of obvious depressions. 6. All nailers shall be installed prior to installing insulation. Project No. 19WATWATER002B 8/9/2019 Section 07 22 16 - Page 4 Page 154 of 383 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 D. Installation — General 1. Perform all related work specified elsewhere necessary for the installation of the specified roof insulation. 2. Ensure that fasteners do not penetrate conduit or other miscellaneous items located on the underside of the roof deck or spall the underside of the deck. 3. Do not apply insulation materials when water in any form (i.e., rain, dew, ice, frost, snow, etc.) is present. 4. Install tapered insulation cricket at the upslope side of each curb that is 18" or wider. Cricket shall extend out half the width of the curb and the cricket's slope shall be twice the opposing field slope. 5. Perimeter, and corner zone dimensions shall be calculated based upon the applicable version of ASCE-7. L-shaped corner zones shall be utilized for all roof sections 60' or greater in elevation. 3.02 Self -Adhering Vapor Retarder A. Prior to installing the insulation, install a vapor retarder as specified in Section 07 26 04 — Self - Adhering Vapor Retarder. 3.03 Applied in Polyurethane Adhesive — Bead Application A. Multiple Layers 1. Temperature of adhesive, substrate, and ambient conditions shall be within the Manufacturer's recommended ranges during installation of insulation adhesive. 2. Prepare substrate to receive polyurethane adhesive as recommended by the adhesive Manufacturer 3. Seal around all penetrations and roof perimeters to ensure no adhesive drippage below deck level. 4. Install adhesive over the substrate in beads, as follows: a. OlyBond 500 or private-label versions of this product: 3/4" to 1" wide wet beads. b. Flexible FAST Adhesive: 1/2" wide wet beads. 5. The minimum application rate shall be as listed below. If the adhesive Manufacturer's required application rates are more restrictive than those listed, then the Manufacturer's requirements shall be followed. Field - Zone 1: Perimeters - Zone 2: Corners - Zone 3: Install beads at a spacing of 12" o.c. Install beads at a spacing of 6" o.c. Install beads at a spacing of 4" o.c. 6. Bead application patterns, and perimeter and corner areas shall be installed per the drawings and specifications. 7. Any whole or partial insulation board that falls within the perimeter or corner areas shall have the increased quantity of adhesive applied over the entire board. Project No. 19WATWATER002B 8/9/2019 Section 07 22 16 - Page 5 Page 155 of 383 BENCHMARK, INC. ROOF BOARD INSULATION SECTION 07 22 16 8. Install bottom layer of insulation with all joints tightly butted and end joints staggered 12" minimum. Insulation shall fit tightly against all adjacent substrate surfaces and penetrations. 9. Areas of damage or missing corners in all layers shall be cut out and replaced with pieces 12" x 12" minimum, adhered into place. 10. Set insulation into adhesive immediately after foam beads have been applied. Do not allow beads to skin over prior to setting insulation. Do not slide insulation boards through adhesive during placement. 11. Ensure board adhesion and uniformity at joints by weighting down insulation until adhesive has set. Contractor shall not use rollers for this purpose. Do not remove weights until insulation is firmly attached and movement of boards no longer occurs. 12. If boards can be lifted or moved by hand, they are not sufficiently attached. 13. Additional layer(s) of insulation shall be installed in polyurethane adhesive over preceding layer(s), using procedures specified for the bottom layer. 14. Insulation joints in each layer shall be offset a minimum of 12" from insulation joints in the preceding layer, including all daily tie -off locations. 15. Remove adhesive drips or spillage from all insulation surfaces prior to installing the membrane. If facer damage results, then remove and replace the insulation board. Remove all adhesive that protrudes above insulation board surfaces at joints. 3.04 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. Verify that insulation boards are positively secured. B. Contractor shall correct any deficient work prior to installing subsequent work. 3.05 Cleaning A. Contractor shall follow the requirements to Section 02 41 20 - Roof Demolition and Cleanup. - End of Section - Project No. 19WATWATER002B 8/9/2019 Section 07 22 16 - Page 6 Page 156 of 383 BENCHMARK, INC. SELF -ADHERING VAPOR RETARDER SECTION 07 26 04 PART ONE — GENERAL 1.01 Description A. Furnish and install a self -adhering vapor retarder system, complete, in-place, per the drawings and specifications. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. The NRCA Roofing and Waterproofing Manual, National Roofing Contractors Association 2. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. B. Qualifications of Installers: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and the methods needed for proper performance of the work in this section. C. In acceptance or rejection of the work of this section, the Owner will make no allowance for lack of skill on the part of the workers. D. Roofing Inspections: Make all required notifications and secure all required inspections by the Manufacturer of the approved materials to facilitate issuance of the specified roof warranty. E. The Contractor shall not subcontract the installation of the material covered under this section to an individual or firm that is not a full-time employee of the Contractor's company. 1.03 References A. References: Materials used in this section shall be listed in the reference(s) below. The reference(s) used shall be the latest published edition available on the date the Contractor submits its price proposal to the Owner. 1. Roofing Materials and Systems Directory and Fire Resistance Directory, Underwriters Laboratories, Inc. 1.04 Submittals A. General: Comply with the requirements of Section 01 30 01. B. Product Data: 14 days prior to starting work, submit: 1. Complete material list of all items proposed to be furnished and installed under this section. 2. Most recent copy of Manufacturer's literature applicable to products and specifications to be used. Project No. 19WATWATER002B 8/9/2019 Section 07 26 04 - Page 1 Page 157 of 383 BENCHMARK, INC. SELF -ADHERING VAPOR RETARDER SECTION 07 26 04 1.05 Delivery, Storage, and Handling A. Protection: Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. B. Delivery and Storage: Deliver materials to the job site in original, unopened containers no sooner than 14 days prior to start of job. Package labels shall indicate material name, production date, lot number, and/or product code. Materials shall be stored up off the roof or ground, and covered completely with weatherproof tarps that are securely anchored, so as to resist wind blow -off. When storing materials on the roof, do not overstress the deck. C. Replacements: In the event of damage, immediately make all repairs and replacements to the approval of the Owner and at no additional cost to the Owner. D. Follow the Manufacturer's recommendations for storage of temperature sensitive materials. 1.06 Scheduling A. Work is to be performed on a daily basis with each section completed before progressing to the next day's work, unless specifically directed otherwise by the Owner's Representative. B. Completion of work will be defined as the installation of all specified substrate preparation, primer, vapor retarder, vapor retarder flashings, and temporary tie-ins. C. Comply with maximum length of time the vapor retarder Manufacturer allows the completed work to be exposed to the elements prior to installation of the subsequent roof board insulation system. 1.07 Warranty A. Warranty: See Section 01 78 36. PART TWO — PRODUCTS 2.01 General A. All materials used on this project shall be compatible with the existing conditions and with each other. B. No product shall contain any asbestos or asbestos-related products. C. Vapor retarder primer, vapor retarder, and vapor retarder flashings used on this project shall be approved by the roofing membrane Manufacturer, shall be compatible with the roof system specified, and shall qualify for the specified Membrane Manufacturers' warranties. 2.02 Vapor Retarder Primer A. Solvent based primer composed of resins and synthetic rubber. B. Approved Products 1. Firestone SA Solvent Based Primer 2. CAV -GRIP III Adhesive by Carlisle SynTec Project No. 19WATWATER002B 8/9/2019 Section 07 26 04 - Page 2 Page 158 of 383 BENCHMARK, INC. SELF -ADHERING VAPOR RETARDER SECTION 07 26 04 2.03 Vapor Retarder A. Vapor retarder for field of roof, perimeter flashings, and curb flashings shall be a self -adhering membrane composed of SBS modified bitumen adhesive on the bottom surface and a tri - laminated woven polyethylene on the top surface. A silicone release film covers the self- adhesive under surface. B. Approved Products 1. V -Force Vapor Barrier by Firestone Building Products 2. VapAir Seal TM 725TR Air and Vapor Barrier By Carlisle SynTec 2.04 Vapor Retarder Flashings A. Uncured EPDM membrane and associated primer and lap sealant for flashing of vent pipes, gas piping, conduits, and other similar penetrations to the vapor retarder. B. Approved Products 1. QuickPrime and RubberGard QuickSeam EPDM FormFlash by Firestone Building Products; and vapor retarder Manufacturer's one -part, gun grade urethane sealant 2. EPDM Primer and Sure -Seal Pressure Elastoform Flashing by Carlisle SynTec Incorporated; and vapor retarder Manufacturer's one -part, gun grade urethane sealant 2.05 Other Materials A. All other materials not specifically described but required for a complete and proper installation of the work in this section shall be as proposed by the Contractor, approved by the Manufacturer, and subject to the approval of the Owner's Representative. PART THREE — EXECUTION 3.01 Description A. The latest Manufacturer specifications and installation techniques shall be followed with the following requirements. These specific minimum requirements shall be included in the bid and are not to be altered. 3.02 Inspection A. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. 3.03 Preparation and Surface Conditions A. Before vapor retarder installation is started, remove trash, debris, grease, oil, water, moisture, and contaminants from substrates to receive vapor retarder. B. Prepare all surfaces according to applicable specification sections. Project No. 19WATWATER002B 8/9/2019 Section 07 26 04 - Page 3 Page 159 of 383 BENCHMARK, INC. SELF -ADHERING VAPOR RETARDER SECTION 07 26 04 C. Protect adjacent areas from damage. D. Surfaces scheduled to receive vapor retarder shall be dry and free of frost, snow, or loose debris. E. Substrate shall be smooth, free of sharp projections and free of obvious depressions. F. All carpentry, metal fabrications, or other required preliminary work shall be installed prior to installing vapor retarder membrane, where applicable. Refer to Drawings for components to be installed prior to the vapor retarder. G. Vapor retarder membrane shall be inspected and repaired by the Contractor prior to installing roof insulation. 3.04 Installation — General A. Perform all related work specified elsewhere necessary for the installation of the specified vapor retarder system B. Do not apply roofing materials when water in any form (i.e., rain, dew, ice, frost, snow, etc.) is present. C. Specified side lap and end lap dimensions are minimums. If vapor retarder Manufacturer's requirements exceed those stated, then the Manufacturer's requirements shall be followed. D. Temperature of substrate, vapor retarder system materials, and ambient conditions shall be within the Manufacturer's recommended ranges during application of materials. 3.05 Installation — Primer, Vapor Retarder, and Vapor Retarder Flashings A. Priming 1. Prime all substrates to receive vapor retarder membrane and associated flashings at the Manufacturer's recommended application rates. Rates vary depending on type and porosity of the substrate materials; but shall not be less than 1/2 gallon per 100 square feet. The primer shall be allowed to dry prior to application of vapor retarder materials. 2. Primer application shall achieve full and uniform coverage, using application procedures recommended by the Manufacturer. B. Vapor Retarder 1. After primer has flashed -off as recommended by the Manufacturer, vapor retarder membrane shall be unrolled and placed. 2. Beginning at low point of roof slope, apply one layer of vapor barrier membrane maintaining minimum 3" side laps and 6" end laps. End laps shall be offset 3' minimum. 3. Roll all sheets in a straight line so that no kinks or fish mouths result and sheets are laid completely flat. Once sheet direction is determined, do not change direction over the entire roof area. Project No. 19WATWATER002B 8/9/2019 Section 07 26 04 - Page 4 Page 160 of 383 BENCHMARK, INC. SELF -ADHERING VAPOR RETARDER SECTION 07 26 04 4. Once the membrane is in place, while holding the membrane tight, peel off the silicone release film by pulling diagonally. Membrane shall be immediately rolled with a steel roller or roller wrapped in resilient material, weighing a minimum of 100 pounds. 5. All side and end laps in the vapor retarder membrane shall be immediately rolled with a 2" silicon roller. Full adhesion shall be achieved, and all edges and T -laps shall be well sealed. At all T -laps apply manufacturer -supplied mastic or sealant, as recommended by the Manufacturer. 6. Any wrinkles or fishmouths shall be cut out and repaired with new material overlapping 12" minimum onto adjacent material to remain. 7. Any vapor retarder punctures or other damage shall be patched with a new material overlapping 12" minimum onto adjacent material on all sides. C. Vapor Retarder Flashings 1. Vapor retarder shall be flashed watertight and vapor -tight at all roof perimeters and penetrations. 2. Vapor retarder shall be continuous with adjacent building envelope materials, where shown on the Drawings, as required to provide a continuous seal. 3. Install one -ply self -adhered modified bitumen vapor retarder material at base, edges, and curb flashings. Flashings shall be applied according to the Manufacturer's current published application instructions, unless superseded by the requirements of this section. All laps in the flashing materials shall be hand rolled to ensure complete adhesion. Prevent contamination of laps. All corners and angle changes shall be additionally sealed with self -adhering uncured EPDM flashing). 4. All flashings shall be thoroughly rubbed in. Loose or poorly bonded flashings will not be accepted. 5. Laps at corners shall be thoroughly sealed with a heavy tooled bead of manufacturer - supplied mastic or polyurethane sealant immediately after installation. 6. For flashing of vent pipes, gas piping, conduits, and other similar penetrations, EPDM seam primer and self -adhering uncured EPDM flashing shall be used. All edges shall receive sealant. 3.06 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work. C. Inspect all vapor retarder and flashing seams prior to proceeding with subsequent construction. All loose or separated seams shall be repaired prior to proceeding. D. Inspect the vapor retarder system for punctures or other damage prior to proceeding with subsequent construction. Repair any such damage as specified prior to proceeding. Project No. 19WATWATER002B 8/9/2019 Section 07 26 04 - Page 5 Page 161 of 383 BENCHMARK, INC. SELF -ADHERING VAPOR RETARDER SECTION 07 26 04 3.07 Repairs and Corrective Work A. Any areas of the vapor retarder system that incurs damaged due to staging of construction work, construction traffic, or other causes shall be repaired to satisfaction of the Owner and Manufacturer. B. Repairs shall be performed during the same workday that damaged is identified. C. Repairs shall be performed by removal of any materials that are not fully adhered, where the vapor retarder or flashings have been punctured/damaged, or where moisture has passed through the membrane and damaged the substrate materials. Following replacement of the substrate materials, the membrane shall then be replaced. Any areas of damage shall be overlaid with vapor retarder membrane material installed as specified, and extending a minimum of 12" past the damage on all sides. 3.08 Cleaning A. Contractor shall follow the requirements to Section 02 41 20 — Roof Demolition and Cleanup. - End of Section - Project No. 19WATWATER002B 8/9/2019 Section 07 26 04 - Page 6 Page 162 of 383 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC SECTION 07 53 23.04 MEMBRANE ROOFING PART ONE — GENERAL 1.01 Description A. Furnish and install a weathertight and watertight adhered EPDM roof complete, in-place, per the drawings and specifications. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. The NRCA Roofing and Waterproofing Manual, National Roofing Contractors Association 2. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. 3. Annual Book of ASTM Standards, ASTM International B. Qualifications of Installers: The contractor shall be an approved/certified applicator by the Manufacturer, use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. In acceptance or rejection of the work, the Owner will make no allowance for lack of skill on the part of the workers. C. Roofing Inspections: Make all required notifications and secure all required inspections by the Manufacturer of the approved materials to facilitate issuance of the specified roof warranty. D. U.L. Listing: Provide materials bearing Underwriters Laboratories (U.L.) marking on bundle, package, or container, indicating that materials have been produced under U.L.'s classification and follow-up service. E. The Contractor shall not subcontract the installation of the roof system covered under this specification to an individual or a firm that is not a full-time employee of the Contractor's company. Included shall be the following components: 1. Insulation 2. Roof Membrane 3. Flashings 4. Roof Walkways 1.03 References A. References: Materials used in this section shall be listed in the reference(s) below. The reference(s) used shall be the latest published edition available on the date the Contractor submits its price proposal to the Owner. Project No. 19WATWATER002B 8/9/2019 Section 07 53 23.04 - Page 1 Page 163 of 383 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC SECTION 07 53 23.04 MEMBRANE ROOFING 1. Roofing Materials and Systems Directory and Fire Resistance Directory — Underwriters Laboratories Inc. 1.04 Submittals A. General: Comply with requirements of Section 01 30 01. B. Product Data: 14 days prior to starting work, submit: 1. Most recent copy of Manufacturer's literature applicable to products and specifications to be used. 2. Complete material list of all items proposed to be furnished and installed under this section. 3. Manufacturer's recommended methods of installation. a. When approved by the Owner, the Manufacturer's recommended methods of installation, unless superseded by the specification, will become the basis for inspecting, and acceptance or rejection of the actual installation procedures used in this work. C. Contractor's proposed detail for temporary water cutoff installation. D. Contractor shall supply a certification letter from the Manufacturer on the Manufacturer's letterhead stating that the contractor is an approved and/or certified installer of the specific roofing system. 1.05 Delivery, Storage, and Handling A. Protection: Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. B. Delivery and Storage: Deliver materials to the job site in original, unopened containers no sooner than 14 days prior to start of job. Package labels shall indicate material name, production date, lot number, and/or product code. Materials shall be stored up, off of the roof deck or ground and covered completely with weatherproof tarps that are securely anchored, so as to resist wind blow -off. Do not over stress the deck, when storing materials on the roof. C. Replacements: In the event of damage, immediately make all repairs and replacements to the approval of the Owner and at no additional cost to the Owner. D. Follow the Manufacturer's recommendations for storage of temperature sensitive materials. 1.06 Scheduling A. Work is to be performed on a daily basis with each section completed before progressing to the next day's work, unless specifically directed otherwise by the Owner's Representative. B. Completion of work will be defined as the installation of all specified roof preparation, insulation, field membrane, flashings, counterflashings, sheet metal, fasteners, and caulking. 1.07 Warranty A. Warranty: See Section 01 78 36. Project No. 19WATWATER002B 8/9/2019 Section 07 53 23.04 - Page 2 Page 164 of 383 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC SECTION 07 53 23.04 MEMBRANE ROOFING PART TWO — PRODUCTS 2.01 General A. Minimum product requirements have been listed. All of these components must be used and bid. Products not supplied by the membrane Manufacturer are to be purchased from a Manufacturer -approved source. B. Manufacturer -supplied V.O.C. compliant products shall be bid and used if V.O.C. regulations are in effect at the project location at the time of bidding. C. No product shall contain any asbestos or asbestos-related products. 2.02 Products Supplied By Membrane Manufacturer A. Roof Membrane 1. Roof membrane shall be nominal 60 -mil, non -reinforced black EPDM sheet membrane and 90 -mil, non -reinforced black EPDM sheet membrane for the alternate. Membrane shall comply with ASTM D 4637, Type I or II as applicable, and shall be labeled as such. 2. Approved Manufacturers a. Rubber Gard Non -Reinforced EPDM Membrane by Firestone Building Products b. Sure -Seal FR Non -Reinforced by Carlisle SynTec Incorporated B. Where field membrane is not turned up to form base flashing, base flashing shall be constructed with nominal 60 -mil cured EPDM membrane. Pre -cleaned membrane shall be used for all flashing construction. C. For flashing edge metal, 9" minimum self -adhering, uncured or semi -cured EPDM shall be used, as recommended by the Manufacturer. Follow 30 -year Manufactures details for Alternate Bid. 1. QuickSeam Flashing by Firestone Building Products 2. Sure -Seal Pressure Sensitive Flashing by Carlisle SynTec Incorporated D. For flashing of vent pipes, scuppers, pitch pans and other irregularly shaped penetrations, self -adhering uncured EPDM flashing shall be used. Follow 30 -year Manufactures details for Alternate Bid. 1. Rubbergard EPDM Formflash by Firestone Building Products 2. Sure -Seal Uncured EPDM Elastoform Flashing by Carlisle SynTec Incorporated E. For flashing of inside and outside corners, pre-cut, self -adhering, uncured EPDM inside and outside corners shall be used. 1. QuickSeam Corner Flashing by Firestone Building Products 2. Sure -Seal Inside/Outside Corner by Carlisle SynTec Incorporated Project No. 19WATWATER002B 8/9/2019 Section 07 53 23.04 - Page 3 Page 165 of 383 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC SECTION 07 53 23.04 MEMBRANE ROOFING F. For flashing of pipes with open tops, pre -manufactured, self -adhering, EPDM pipe flashings shall be used. Follow 30 -year Manufactures details for Alternate Bid. 1. QuickSeam Pipe Flashing by Firestone Building Products 2. Sure -Seal Pressure -Sensitive Pipe Flashing by Carlisle SynTec Incorporated G. For splicing membrane and flashing sheets seam cleaner, seam primer, and 6" minimum wide seam tape shall be used on the Base Bid and 3" seam tape with a self -adhering 5" or "6 cover strip. 1. Seam Cleaner a. Splice Wash SW -100 by Firestone Building Products b. All Weather Membrane Cleaner by Carlisle SynTec Incorporated 2. Seam Primer a. QuickPrime Plus by Firestone Building Products b. Sure -Seal HP -250 Primer by Carlisle SynTec Incorporated 3. Seam Tape a. QuickSeam Splice Tape by Firestone Building Products b. Sure -Seal Splice Tape by Carlisle SynTec Incorporated H. For bonding field membrane and flashings to vertical and horizontal surfaces, substrate adhesive shall be used. 1. BA -2004(T) Bonding Adhesive by Firestone Building Products 2. 90-8-30A Bonding Adhesive by Carlisle SynTec Incorporated I. For sealing under drain flashings and top edges of base flashings, water cutoff sealant shall be used. 1. Water Block Seal (S-20) by Firestone Building Products 2. Water Cut -Off Mastic by Carlisle SynTec Incorporated J. Where pitch pan installation is approved by the Owner's Representative, the Manufacturer's two component polyurethane pourable sealant shall be used. 1. Pourable Sealer S-10 by Firestone Building Products 2. Pourable Sealer by Carlisle SynTec Incorporated K. For base terminations at perimeters and curbs, concealed 6" strips of reinforced 45 -mil EPDM with factory laminated integral 3" seam tape shall be used. 1. QuickSeam Reinforced Perimeter Fastening Strip by Firestone Building Products Project No. 19WATWATER002B 8/9/2019 Section 07 53 23.04 - Page 4 Page 166 of 383 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC SECTION 07 53 23.04 MEMBRANE ROOFING 2. Sure -Seal Pressure -Sensitive RUSS by Carlisle SynTec Incorporated L. For peel stops along roof edges, concealed 9" minimum strips of reinforced 45 -mil EPDM with two factory laminated strips of integral 3" seam tape shall be used. 1. QuickSeam R.M.A. Strip by Firestone Building Products 2. Sure -Seal 9" Pressure -Sensitive Russ by Carlisle SynTec Incorporated M. System Fasteners — Wood / Steel 1. Corrosion -resistant, self -tapping, self -drilling #14 screw with low profile head meeting FM 4470 requirements. 2. Corrosion -resistant, factory -made metal batten strip, bar, or individual locking metal plates as shown in details. 3. Fastening accessories shall be approved FM Global. 4. Approved Products a. All Purpose Fastener by Firestone Building Products b. HP -X Fastener by Carlisle SynTec Incorporated N. System Fasteners — Concrete / Masonry 1. Corrosion -resistant friction fit fastener with low profile head meeting FM 4470 requirements. 2. Corrosion -resistant, factory -made metal batten strip, bar or individual locking metal plates as shown in details. 3. Fastening accessories shall be approved by FM Global. 4. Approved Products a. Concrete Drive by Firestone Building Products b. HP Concrete Spike by Carlisle SynTec Incorporated O. Where batten strips are shown on the drawings, they shall be minimum 1" x .043" galvalume steel strip. 1. Coiled Metal Batten Strip or Metal Batten Strip by Firestone Building Products 2. Sure -Seal Metal Fastening Bar by Carlisle SynTec Incorporated P. Where termination bars are shown on the drawings, they shall be minimum 1/8" x 1" extruded aluminum, with caulk lip as required. 1. Termination Bar by Firestone Building Products 2. Termination Bar by Carlisle SynTec Incorporated Project No. 19WATWATER002B 8/9/2019 Section 07 53 23.04 - Page 5 Page 167 of 383 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC SECTION 07 53 23.04 MEMBRANE ROOFING Q. Where walk pads are shown on the drawings, they shall be 30" x 30" x 0.30" rubber pads supplied by the Manufacturer. 1. 30" x 30" x 1/4" QuickSeam Walkway Pad by Firestone Building Products 2. 30" x 30" x 3/16" Molded Walkway Pad by Carlisle SynTec Incorporated 2.03 Products Supplied By Other Manufacturers A. Exposed sealant joints at termination bars and roof related sheet metal shall be constructed with one -part polyurethane sealant; NP -1 by BASF Building Systems or Owner approved equal. 2.04 Other Materials A. If the Owner's Representative approves pitch pan installation at a particular penetration, a metal pitch pan as specified in Section 07 62 00 shall be used. Prefabricated, self -adhering EPDM pitch pockets are not approved. B. All other materials not specifically described but required for a complete and proper installation of the work in this section shall be as selected by the Contractor, approved by the Manufacturer, and subject to the approval of the Owner. PART THREE — EXECUTION 3.01 Description A. The latest Manufacturer specifications and installation techniques are to be followed with the following requirements. These specific minimum requirements must be included in bid and are not to be altered. 3.02 Inspection A. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. 3.03 Surface Conditions A. Surfaces scheduled to receive roofing are to be free of any water, frost, snow, or loose debris. B. Substrate is to be smooth, free of sharp projections, and free of obvious depressions. C. All necessary metal fittings are to be in-place before roofing. D. All required nailers shall be securely installed prior to roofing. E. Do not proceed with the installation when surface temperatures are less than 40°F. 3.04 Installation — General A. Perform all related work specified elsewhere necessary for the installation of the specified membrane system. Project No. 19WATWATER002B 8/9/2019 Section 07 53 23.04 - Page 6 Page 168 of 383 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC SECTION 07 53 23.04 MEMBRANE ROOFING B. Ensure that fasteners do not penetrate conduit or other miscellaneous items on the underside of the roof deck. C. On projects at high altitudes (6,000 feet and above), rapid flash -off of adhesives, cements, and primers will occur due to low atmospheric pressure. This needs to be considered during bidding and application. D. Certain combinations of temperature and humidity may cause condensation on the surface of solvent -based products. If this condition occurs, do not mate the surfaces. When the ambient air-conditions no longer cause condensation, apply additional material and proceed. E. All surfaces scheduled to receive membrane or flashing must be free of physical contact with any bituminous surfaces, clean, and smooth. 3.05 Installation of Roofing Membrane A. Unroll and position roofing membrane, without stretching, over the approved substrate. Membrane laps shall be installed in a shingled manner in the direction of drainage. Allow roof membrane to relax a minimum of 30 minutes before seaming or attaching to substrate. As ambient air temperatures decrease, relaxation time shall increase. B. When placing the membrane, ensure factory and field fabricated seams do not intersect drain sumps. Seams through drain sumps will not be approved. C. Fold membrane back approximately in half so as to expose the underside. Sweep the mating surface and insulation to remove contaminants. D. Apply bonding adhesive with an approved, solvent -resistant roller to both the underside of the membrane and the insulation. Keep bonding adhesive out of seam area. Bonding adhesive shall be applied at rates directed by the Manufacturer. E. Allow bonding adhesive to flash off until tacky. Roll the coating portion of the sheet into the coated substrate slowly and evenly to avoid wrinkling. F. Repeat the process on the remaining half sheet. G. Overlap each successive sheet at side laps and all end laps the width of the seam tape being used. Sheets shall be spliced so that the splice is not less than 5-1/2" for 6" tape or 6-1/2" for 7" tape. H. All seams shall be cleaned prior to seaming. Change cleaning pads and membrane cleaner often. I. After required seam cleaning, apply seam primer and allow to dry. J. After primer has dried, apply splice tape and press onto lower sheet. Peel release paper and allow upper sheet to fall onto splice tape. Immediately roll seam with 2" silicon roller. K. On a daily basis, seams shall be checked for voids or other deficiencies, repairs made, and lap seam sealant applied where required. L. All T -joints at factory seams and field formed seams shall be covered with a minimum 6" diameter, self -adhering, uncured EPDM patches. T -joints shall be covered per Details I or J. Project No. 19WATWATER002B 8/9/2019 Section 07 53 23.04 - Page 7 Page 169 of 383 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC SECTION 07 53 23.04 MEMBRANE ROOFING M. Repair all cuts, punctures, wrinkles within 18" of seams or wrinkles running toward seams. All wrinkles shall be cut out and patched. Seam cleaner, seam primer, semi -cured self -adhering EPDM, and lap sealant shall be used for all repairs. All cuts and punctures shall be repaired the same day they are discovered. N. For cold weather application procedures, refer to the Manufacturer's specifications for additional requirements. 3.06 Membrane Securement A. Securement shall be provided at all roof perimeters, curbs, pipes, changes in plane greater than 15° and other locations as shown on the detail drawings. B. Securement shall be achieved as follows: 1. Concealed Reinforced Membrane Strips a. Install 6" wide reinforced membrane strip along base of flashing substrate and fasten with seam plates or batten strips, and the appropriate fasteners to the deck or vertically into the wall. Horizontal or vertical fastener placement shall be as shown on the detail drawings. Spacing of the fasteners shall be 6" o.c. maximum. 1) For horizontal attachment, the reinforced strip must be positioned a minimum 1/8" to a maximum of 1" away from the angle change. 2) For vertical attachment, the reinforced strip must be attached to the vertical wall and must extend a minimum of 3" onto the horizontal substrate. b. Adjacent sections of the reinforced strip shall not be overlapped. Gaps between adjacent sections shall not exceed 1". c. Clean and prime the underside of the membrane prior to removing release paper from integral seam tape. d. To splice the membrane to the reinforced strip, follow standard splicing procedures. e. At the base of the angle change, all upturned membrane (flashing) seams shall be covered with a 12" x 12" self -adhering, uncured EPDM patch. 2. Plates or Batten Strips with Fasteners a. Where the use of concealed reinforced stripping is not feasible, membrane plates or batten strips with appropriate fasteners shall be used in a Manufacturer -approved manner. b. Fasteners shall be installed horizontally into the structural deck or vertically into walls or curbs. c. Fastener spacing shall be 6" o.c. maximum starting 6" minimum from inside and outside corners. Project No. 19WATWATER002B 8/9/2019 Section 07 53 23.04 - Page 8 Page 170 of 383 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC SECTION 07 53 23.04 MEMBRANE ROOFING 3. At metal fascia edges, membrane shall be turned down over the roof edge and onto the wall 2" minimum below the bottom nailer. The membrane shall be secured with the continuous cleat on the vertical and the metal fascia flange on the horizontal. 4. At prefabricated fascia details, the membrane shall be turned down over the roof edge and onto the wall 2" minimum below the bottom nailer. The membrane shall be secured with the anchor bar component. 3.07 Flashings A. Flashings shall be constructed and terminated as per the detail drawings. The specified water cutoff sealant shall be applied behind the top edges of the flashings. The top edges of flashings shall be fastened per the Manufacturer's requirements at a minimum, unless superseded by the detail drawings. B. Cured EPDM membrane shall be used for base flashings, wherever possible. C. All flashings shall be 8" minimum in height above the field membrane. D. Edge metal shall be flashed using self -adhering, semi -cured or uncured EPDM, as recommended by the Manufacturer. E. Uncured EPDM flashing shall be used at scuppers, pitch pans, vent pipes, and other irregularly shaped penetrations. F. Pre -manufactured, self -adhering, EPDM pipe boots shall be used in lieu of field wrapping of pipes wherever possible. G. All base flashings shall be totally bonded to the substrate. Loose, wrinkled, or poorly bonded flashings will not be accepted. H. Flashing seams shall be constructed by cleaning and priming the seam areas and installing a minimum 6" splice tape, per Details K and L. 3.08 Roof Drains A. Remove all existing roofing materials from the drain bowl and clamping ring. Wire brush drain and clamping ring flanges down to cast iron surface. B. Position the membrane over the drain ensuring no factory or field fabricated seams are located within the sump. C. Cut hole with 1/2" to 3/4" membrane extending past drain bolt locations. D. Cut holes in the membrane for the bolts to penetrate through. Do not cut notches back to the bolt locations. E. Apply water cutoff sealant over the drain bowl flange. F. Install the clamping ring and tighten all bolts to achieve complete compression. All bolt locations shall be functional. G. Broken or missing strainers, and hold downs shall be replaced. Project No. 19WATWATER002B 8/9/2019 Section 07 53 23.04 - Page 9 Page 171 of 383 BENCHMARK, INC. ADHERED EPDM ELASTOMERIC SECTION 07 53 23.04 MEMBRANE ROOFING 3.09 Pitch Pans A. Install pitch pans only at locations where shown on the drawings. Prior approval from the Owner's Representative is required for pitch pan use at any other location. B. Prime interior of pitch pan and penetration with polyurethane primer. C. Fill lower portion of pitch pan with concrete and allow top to dry. Fill top 2" with an acceptable pourable sealer. 3.10 Roof Walkways A. Walkways and walk pads shall be installed in a neat, orderly fashion and where indicated on roof plan or in specifications. B. Chalk line walkway location on roof membrane and position walk pads in-place, using chalk line as a guide. C. Install walk pads with 2" gap between pads to allow for drainage. D. Walk pads shall be adhered to the membrane with seam tape per Manufacturer's recommendations. 3.11 Temporary Water Cutoffs A. Temporary water cutoffs are to be constructed at the end of each working day to protect the insulation, roofing, building, and building interior from damage due to wind, snow, and rain. B. Contractor shall provide methods and materials compatible with the membrane, to provide a positively adhered weather and watertight seal, capable of withstanding inclement weather and ponded water. C. Construction of temporary water cutoffs is to be detailed by the Contractor and approved by the Manufacturer and the Owner's Representative. D. Temporary water cutoffs and contaminated membrane shall be neatly trimmed and removed at the start of the next workday. 3.12 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work or notification of completion. 3.13 Cleaning A. Contractor shall follow the requirements of Section 02 41 20 — Roof Demolition and Cleanup. - End of Section - Project No. 19WATWATER002B 8/9/2019 Section 07 53 23.04 - Page 10 Page 172 of 383 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 PART ONE — GENERAL 1.01 Description A. Furnish and install roof -related sheet metal work per the drawings and specifications, including all clips, sealant, fasteners, and joining to make weathertight and watertight. 1.02 Quality Assurance A. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. Architectural Sheet Metal Manual, Sheet Metal and Air Conditioning Contractors National Association (SMACNA) 2. The NRCA Roofing and Waterproofing Manual National Roofing Contractors Association 3. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins 4. Annual Book of ASTM Standards, ASTM International 5. Sealant, Waterproofing & Restoration Institute (SWR Institute) written recommendations and technical bulletins B. Qualifications of Installers: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. C. In acceptance or rejection of the work of this section, the Owner will make no allowance for lack of skill on the part of the workers. 1.03 Submittals A. General - Comply with provisions of Section 01 30 01. B. Fourteen days prior to starting work on project, submit shop drawings showing location, diagrams, and details of fabrication and installation. C. Drawings to show type and gauge of metal used. Gauges of sheet metal specified in this section are minimums. D. Submit product information or material list noting fasteners, sealants, sealant primers, sealant tapes, and other required accessories. E. Submit color chart or physical samples for selection of prefinished metal color by the Owner. F. Submit color chart or physical samples for selection of sealant color by the Owner. Project No. 19WATWATER002B 8/9/2019 Section 07 62 00 - Page 1 Page 173 of 383 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 1.04 Delivery, Storage, and Handling A. Use all means to protect the materials of this section before, during, and after installation and to protect the work and materials of all other trades. Roof surfaces shall be protected from damage at all times. B. Deliver only new materials to the job site. Materials to be stored in such a manner as to be protected from wind displacement, rain, snow, or inclement weather. Do not overstress the deck, when storing materials on the roof. C. In the event of damage, immediately make all repairs and replacements to the approval of the Owner and at no additional cost to the Owner. D. Follow the Manufacturer's recommendations for storage of temperature sensitive materials. 1.05 Scheduling A. All new sheet metal work shall be closely coordinated with the installation of the new roofing system. B. Sheet metal shall be installed directly after roofing work such that roofing terminations shall not be left unprotected by metal. 1.06 Warranty A. All new materials and workmanship provided under this section of the specifications shall be guaranteed in writing by the Contractor for two (2) years. B. The Contractor shall maintain all roof -related sheet metal in a watertight condition without cost to the Owner during the Contractor's warranty period. C. Warranty: See Section 01 78 36. PART TWO — PRODUCTS 2.01 General A. Manufacturer -supplied V.O.C. compliant products shall be bid and used if V.O.C. regulations are in effect at the project location at the time of bidding. B. No product shall contain any asbestos or asbestos-related products. C. Approved equal products must be proposed prior to the bid due date, and approval shall be granted by the Owner prior to award of contract. Otherwise, substitutions shall not occur. 2.02 Materials A. Sheet metal components, metal types, finishes, gauges/thicknesses, and joint types are specified in the detail drawings. B. Where sheet metal is required and no material or gauge is indicated on the drawings, provide the highest quality and gauge commensurate with the referenced standards. C. Contractor shall use gauges or thicknesses listed in the drawings or as prescribed in the referenced standards for specific girths, whichever is greater. Project No. 19WATWATER002B 8/9/2019 Section 07 62 00 - Page 2 Page 174 of 383 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 D. Approved equal products must be proposed prior to the bid due date, and approval shall be granted by the Owner prior to award of contract. 2.03 Material Specifications A. Galvanized Steel 1. Galvanized steel shall be G90 material. 2. Specifications References a. ASTM A 653/A 653M — Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot Dip Process 3. Continuous clips, where specified for use, shall be galvanized steel, one gauge thicker than the primary component being secured. B. Kynar Prefinished Steel 1. G90 galvanized steel with a polyester wash coat on the concealed side, and Kynar 500/Hylar 5000 coating on the exposed side. 2. Approved Products a. UNA-CLAD by Firestone Building Products b. PAC -CLAD by Peterson Aluminum Corporation c. ColorKlad by Ryerson Inc. d. Approved equal 3. Color shall be selected by the Owner from the Manufacturer's standard colors. 4. Continuous clips, where specified for use, shall be galvanized steel, one gauge thicker than the primary component being secured. 2.04 Coated Carbon Steel Fasteners A. All fasteners shall be carbon steel with corrosion -resistant coating, unless otherwise noted. Fasteners shall show no more than 15 percent red rust corrosion after 30 cycles of Kesternich testing. B. Masonry/Concrete Fasteners 1. Fasteners shall be threaded or expansion type as required by site conditions. 2. Threaded fasteners shall be corrosion -resistant with hex washer head. 3. Expansion fasteners shall be zinc -alloy jacketed with stainless steel drive pin and mushroom head (nylon or plastic anchors are not approved). 4. Corrosion -resistant, watertight, EPDM sealing washer shall be supplied for either threaded or expansion type fasteners. Project No. 19WATWATER002B 8/9/2019 Section 07 62 00 - Page 3 Page 175 of 383 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 5. Approved Products a. Tapcon Hex Washer Head with Blue Climaseal or White UltraShield Coating by ITW Buildex b. Tapper with Perma-Seal Coating by Powers Fasteners, Inc. c. Metal Hit Anchor by Hilti d. Zamac Hammer -Screw with Carbon Steel Drive Screw by Powers Fasteners, Inc. e. Masonry Anchor by OMG f. Dekfast ZAC Anchor with Sentri XP Coating by SFS Group USA, Inc. g. Approved equal 6. Fasteners to be nominal 3/8" thickness minimum and of sufficient length to penetrate the masonry/concrete 1". C. Steel/Wood Fasteners 1. Corrosion -resistant, self -drilling, self -tapping threaded fastener with hex washer head for exposed fastening. 2. Corrosion -resistant, watertight, EPDM sealing washer for exposed fastening. 3. Approved Products — Steel Fasteners a. Tek Screw with Climaseal Coating by ITW Buildex b. Dekfast ZAC Impax Anchor with Sentri XP Coating by SFS Group USA, Inc. c. Approved equal 4. Approved Products — Wood Fasteners a. TruGrip GT with Climaseal Coating by ITW Buildex b. Dekfast ZAC Tapping Fastener with Sentri XP Coating by SFS Group USA, Inc. c. Approved equal 5. Fasteners to be nominal 1/4" thickness minimum and of sufficient length to penetrate the steel 0.5" or into wood minimum 1.5". 6. 1.25" x 11 -gauge, galvanized, ring shank roofing nails shall be used for concealed fastening into wood. 2.05 Stainless Steel Fasteners A. All fasteners shall be Type 304 or Series 400 stainless steel, or zinc alloy in composition. B. Masonry/Concrete Fasteners Project No. 19WATWATER002B 8/9/2019 Section 07 62 00 - Page 4 Page 176 of 383 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 1. Fasteners shall be threaded or expansion type as required by site conditions. 2. Threaded fasteners shall be corrosion -resistant with hex washer head. 3. Expansion fasteners shall be zinc alloy with stainless steel nail and mushroom head (nylon or plastic anchors are not approved). 4. Stainless steel, watertight, EPDM sealing washer shall be supplied for either threaded or expansion type fasteners. 5. Fasteners to be nominal .25" thickness minimum and of sufficient length to penetrate the masonry/concrete 1". 6. Approved Products a. Scots Tapcon Hex Washer Head with Silver Climaseal Coating by ITW Buildex b. Metal Hit Anchor by Hilti c. Zamac Hammer Screw with Stainless Steel Drive Screw by Powers Fasteners, Inc. d. Masonry Anchor by OMG e. Confas 304 Stainless Steel by SFS Group USA, Inc. f. Approved equal C. Steel/Wood Fasteners 1. Corrosion -resistant, stainless steel, self -drilling, self -tapping screw with hex washer head for exposed fastening. 2. Stainless steel, watertight, EPDM sealing washer for exposed fastening. 3. Approved Products — Steel Fasteners a. Scots Tek Screw with Climaseal Coating by ITW Buildex b. SX Stainless Self -Drill by SFS Group USA, Inc. c. Approved equal 4. Approved Products — Wood Fasteners a. 17 - 14 Scots Tek Screw with Climaseal Coating by ITW Buildex b. EVERGRIP Stainless Fasteners by SFS Group USA, Inc. c. Approved equal 5. Fasteners to be of sufficient length to penetrate the steel 0.5" or into wood minimum 1.5". 6. 1.25" x 11 -gauge, stainless steel, ring shank, roofing nails shall be used for concealed fastening into wood. Project No. 19WATWATER002B 8/9/2019 Section 07 62 00 - Page 5 Page 177 of 383 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 2.06 Other Materials A. Sheet Metal Underlayment 1. Sheet waterproofing underlayment at parapets, expansion joints, etc., shall be 36 -mil (minimum) single -ply material and associated seaming materials. Sheet waterproofing material shall be compatible and approved by the primary roofing membrane Manufacturer. B. Sealants and Related Accessories 1. General: Except as specifically otherwise directed by the Owner's Representative, use only the type of sealants described in this section. a. Urethane Sealant 1) Approved Products A) MasterSeal NP 1 by BASF Building Systems B) Sikaflex 1a by Sika Corporation U.S. C) Approved equal 2. Cleaner a. Industrial solvent recommended by the sealant Manufacturer, such as Isopropyl Alcohol, Naphta, Mineral Spirits, Xylol, Toluene, MEK, or Manufacturer -supplied cleaner. 3. Primer a. General: Use type of primer recommended by the sealant Manufacturer for use with the selected sealant on the substrate type to receive the sealant. b. Primer for Urethane Sealant 1) Approved Products — Non -porous surfaces including sheet metal surfaces A) MasterSeal P 173 by BASF Building Systems B) Sikaflex Primer 260 or 449 by Sika Corporation U.S. C) Approved equal 2) Approved Products — Porous surfaces including concrete, masonry, stone and wood A) MasterSeal P 176 Primer by BASF Building Systems B) Sikaflex Primer 429 by Sika Corporation U.S. C) Approved equal Project No. 19WATWATER002B 8/9/2019 Section 07 62 00 - Page 6 Page 178 of 383 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 4. Backer Rod a. General: Use only those backup materials that are specifically recommended for this installation by the sealant Manufacturer and that are non-absorbent, non -staining, and non -gassing when punctured. Backup materials must be 1.5 times the width of the joint. b. Backer rod shall be one of the following: 1) MasterSeal 921 by BASF Building Systems 2) Approved equal 5. High Temperature Resistant Sealant a. 736 Heat Resistant Sealant by Dow Corning Corporation b. Approved equal C. Sealant Tape 1. Permanently elastic isobutylene tripolymer tape or isobutylene isoprene copolymer tape that will bond to galvanized steel; aluminum; siliconized polyester, and polyvinyl flouride painted metals; as well as wood, concrete, etc., 1/8" x 1" nominal cross section, meeting Federal Specification TT -C 1796A, Type II, Class B, with minimum 20 psi adhesive tensile strength according to ASTM C 907, with a service temperature range of -60°F to 212°F. a. Approved Products 1) Sika Lastomer — 95 Gray by Sika Corporation U.S. 2) Sika Lastomer — 93 Black by Sika Corporation U.S. 3) Sika Lastomer — 65 White by Sika Corporation U.S. D. Solder 1. Solder a. Galvanized Steel: Sn 50Pb50 solder. Manufacturer shall be Kester or approved equal. 2. Flux: Liquid or Paste a. SUPERIOR No. 71 by Superior Flux & Mfg. Co. b. Approved equal PART THREE — EXECUTION 3.01 Inspection A. Examine the areas and conditions under which work of this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until Project No. 19WATWATER002B 8/9/2019 Section 07 62 00 - Page 7 Page 179 of 383 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 unsatisfactory conditions have been corrected. B. Verify that the work by all other trades has been completed prior to installing roof -related sheet metal work. 3.02 Fabrication A. Sheet metal shall be formed accurately to sheet shapes as indicated on the drawings and in conformance with details on the approved shop drawings. Contractor shall be responsible for all dimensions. B. Counterflashing shall be furnished where indicated on drawings. Form counterflashing sections not less than 8'0" in length, unless otherwise approved prior to fabrication and installation. Counterflashing shall overlap base flashing a minimum of 3". C. Coping caps and edge metal shall be furnished where indicated on drawings. Form coping and edge metal in sections not less than 8'0" in length, unless otherwise approved prior to fabrication and installation. D. Where loose lock lap joints are specified on the drawings, adjacent sections of metal shall overlap a minimum of 3". E. Where joint covers are specified on the drawings, they shall be slightly larger than the primary component to ensure a proper fit. Edges of joint covers shall be tipped toward primary component to form a compression seal. F. Miter all inside and outside corner joints in coping caps, edge metal, and expansion joints. Joints adjacent to inside and outside corners shall be placed exactly 24" each direction from the corner, unless otherwise approved prior to fabrication and installation. G. Break counterflashing, coping cap, or edge metal sections where they cross building expansion joints, if applicable. H. Horizontal flanges of edge metal, lead flashings, pitch pans, lower flanges, pipe jacks, etc., shall be 4" minimum with rounded corners. I. All exposed edges of cut sheet metal shall be folded back on concealed surfaces. J. Form, fabricate, and install all sheet metal so as to adequately provide for expansion and contraction in the finished work. K. Continuous clips shall be fabricated using metal material of greater thickness than the components being secured. 1. Refer to 2.03 Materials Specifications for criteria. L. Where a continuous clip is specified on the drawings, the primary component shall be continuously crimped along the bottom edge of the clip. 3.03 Dissimilar Metals A. Dissimilar materials in contact, which are subject to electrolysis, shall be protected against such action prior to installation. Protective materials shall not be visible after installation. Protect metals using coatings recommended by Manufacturer, or separate using felt or EPDM membrane. Project No. 19WATWATER002B 8/9/2019 Section 07 62 00 - Page 8 Page 180 of 383 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 3.04 Weatherproofing A. Finish all sheet metal watertight and weathertight where so required. B. Where lap seams do not have a joint cover, lap 3" minimum according to pitch. C. Make all lap seams in the direction of the water flow. D. Where roof membrane is not already carried over top of parapet wall, expansion joint blocking, etc., the top of each shall be covered with sheet waterproofing underlayment (or the flashing membrane material if the roof system is a single -ply). The membrane shall be adhered to the substrates unless otherwise shown on the drawings, and shall make the wall or curb watertight until the sheet metal components are installed over it. All laps in the membrane material shall be seamed watertight per the Manufacturer's published installation instructions. 3.05 Joints A. Join parts with rivets or sheet metal screws where necessary for strength or stiffness. B. Provide suitable watertight expansion joints for all sheet metal as required for proper installation in accordance with the schedule of roof -related sheet metal and detail drawings. C. Sealant application shall be neatly and thoroughly performed for a watertight seal. Sealant shall be installed within all loose lock joints, under joint cover plates, and in other locations shown on the drawings. All exposed sealant joints shall be dry tooled to the profile shown on the detail drawings. If required, Contractor shall build custom tools on job site to provide the specified profile(s). D. Surfaces to receive sealant shall be thoroughly cleaned as recommended by the sealant Manufacturer. All bitumen coating materials, roof cement, adhesive residue, rust, old caulking and/or other contaminants shall be removed down to the substrate to which sealant bonding is intended. E. All surfaces to receive sealant shall be primed initially with the sealant Manufacturer's recommended primer. F. Provide solder joints where noted on the drawings. 1. Clean surfaces to be soldered, removing oils, oxidation, and foreign matter. 2. Roughen surfaces to be soldered with course abrasive paper. For galvanized steel, remove zinc coating from areas to be soldered. 3. Brush on flux, limiting application to just those surfaces to receive solder. 4. Pre -tin edges to be soldered, 1.5" wide. 5. Heat surfaces to receive solder with a large iron, and flow solder into joint. Do not use torches for soldering. Fill joint completely. 6. After soldering, promptly and completely remove flux and spatter from exposed surfaces. 7. Restore zinc coating on galvanized components after soldering. G. Provide weld joints where noted on the drawings, per AWS recommendations and standards. Project No. 19WATWATER002B 8/9/2019 Section 07 62 00 - Page 9 Page 181 of 383 BENCHMARK, INC. SHEET METAL FLASHING AND TRIM SECTION 07 62 00 3.06 Fastening A. Secure metal as per detail drawings. Do not in any case install exposed fasteners on a horizontal plane, unless specifically shown on a particular detail drawing. B. All clips and cleats are to be fastened 6" o.c., unless otherwise noted on the drawings. C. On the roof facing side, copings are to be fastened 12" o.c. with EPDM washered fasteners, unless noted otherwise on the drawings. D. Do not fasten adjacent coping, counterflashing, or edge metal sections together at laps or at joint covers, so as to limit expansion/contraction ability. Fasten through center of joint cover through butt joint gap between primary component sections. E. The specified spacings for all fasteners in perimeter metal work shall be reduced by a factor of two in the corner zones of each roof section. Corner zones shall be as calculated based upon the applicable version of ASCE-7. F. For concealed fastening into wood, use annular ring shank roofing nails. G. For fastening into concrete, use masonry/concrete anchors with EPDM washers. Use only metal anchors. Plastic or nylon anchors shall not be used. H. For exposed fastening into wood, use screws with EPDM washers. Deformed shank nails shall not be used. I. Ensure that fasteners are not overdriven such that EPDM washer damage results. Remove and replace all such damaged fasteners, using oversized fasteners. 3.07 Protection A. Roof surfaces and flashing shall be adequately protected to prevent damage during the installation of metal work or during storage of the required materials. The Contractor shall replace any damaged construction, at no cost to the Owner. 3.08 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work or notification of completion. 3.09 Cleaning A. Debris from sheet metal work shall be frequently removed from building site as it accumulates. B. Leave job site absolutely clean at completion of work, and properly dispose of all construction debris such as metal trimmings, fasteners, rivet nails, sealant tube ends, etc. C. Refer to Section 02 41 20 — Roof Demolition and Cleanup for additional requirements. Project No. 19WATWATER002B - End of Section - 8/9/2019 Section 07 62 00 - Page 10 Page 182 of 383 BENCHMARK, INC. PART ONE — GENERAL 1.01 Description SUPPORT SYSTEMS SECTION 07 72 65 A. Work includes designing, manufacturing, furnishing and installing rooftop equipment support systems. B. Where specified, rooftop equipment shall be supported by an engineered prefabricated portable system specifically designed to be installed on the roof without roof penetrations, flashing or damage to the roofing material. The system shall consist of recycled rubber, plastic, or metal bases; structural steel frame; and suitable hangers and supports. The system shall be custom designed by the support Manufacturer to fit the rooftop equipment and the actual conditions of service. 1.02 Quality Assurance A. Manufacturer: Company specializing in pipe support systems engineering, design, and manufacturing, with a minimum of 5 continuous years of documented experience. B. Standards: Comply with all pertinent standards specified in the contract documents, including those listed below. If the building code references a specific edition or revision of an individual standard, then comply with that edition or revision. Otherwise, comply with the latest published edition or revision available on the date the Contractor submits its price proposal to the Owner. 1. Manufacturer's published specifications, product data sheets, application instructions, and technical bulletins. 2. ANSI/MSS SP -69 3. MSS SP -58 4. Annual Book of ASTM Standards, ASTM International C. Qualifications of Installers: Use adequate number of skilled workers who are thoroughly trained and experienced in the necessary crafts, and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. In acceptance or rejection of the work, the Owner will make no allowance for lack of skill on the part of the workers. D. In acceptance or rejection of the work of this section, the Owner will make no allowance for lack of skill on the part of the workers. 1.03 Submittals A. General: Comply with provision of Section 01 30 01. B. Product Data: 14 days prior to starting work, submit: 1. Complete material list of all items proposed to be furnished and installed under this section. 2. Manufacturers' specifications and other data required to demonstrate compliance with specified requirements. Project No. 19WATWATER002B 8/9/2019 Section 07 72 65 - Page 1 Page 183 of 383 BENCHMARK, INC. SUPPORT SYSTEMS SECTION 07 72 65 3. Shop drawings of all items proposed to be furnished and installed under this section. Include plans, sections, elevations, and details of fabrication and installation. 1.04 Product Handling A. Deliver materials to job site in their original, unopened containers. Package labels shall indicate product model names, catalog numbers, identification numbers, production date, and/or product code. Cover with weatherproof tarps. B. Protect roof surfaces in material storage and support erection locations. C. Use all necessary means to protect the materials in this section before, during, and after installation and to protect the work and materials of all other trades. D. In the event of damage, immediately make all necessary repairs and replacements subject to the approval of and at no additional cost to the Owner. 1.05 Scheduling A. Coordinate support installation with installation of roof system. 1.06 Warranty A. Warranty: See Section 01 78 36. PART TWO — PRODUCTS 2.01 Acceptable Manufacturers A. Portable Pipe Hangers, Inc. B. Miro Industries, Inc. 2.02 Components A. Bases 1. Rubber, polycarbonate, stainless steel, or galvanized steel, as supplied standard by the support Manufacturer. 2. Base shall be Manufacturer's standard size, and as designed for weight of equipment to be supported, fabricated in the shop with inserts for support members as required. B. Framing 1. Hot dipped galvanized framing as supplied standard by the support Manufacturer. C. Pipe Supports and Hangers 1. Metal supports and hangers shall be fabricated of carbon steel where framing is carbon steel, and of stainless steel where framing is stainless steel. Polycarbonate supports shall be used where recommended and supplied by the Manufacturer. Project No. 19WATWATER002B 8/9/2019 Section 07 72 65 - Page 2 Page 184 of 383 BENCHMARK, INC. SUPPORT SYSTEMS SECTION 07 72 65 2. Rollers, clevis hangers, or band hangers shall be used as recommended by the Manufacturer for the size of pipe being supported, allowing for expansion and contraction without movement of the bases. 2.03 Accessories A. Provide all clamps, hangers, bolts, nuts, washers, and other devices as required for a complete system. Provide galvanized accessories where framing is galvanized and stainless steel accessories where framing is stainless steel. 2.04 Finishes A. Galvanized surfaces: Hot dip galvanize metal framing, supports, and hangers, after fabrication is completed, and produce coatings free of roughness, whiskers, unsightly spangle, icicles, runs, barbs, sags, droplets, and other surface blemishes. Galvanizing shall conform to ASTM A 123 for tubing and ASTM A 153 for hardware and accessories. B. Bases: Black color for rubber/plastic or polycarbonate bases. PART THREE — EXECUTION 3.01 Description A. The latest Manufacturer specifications and installation instructions shall be followed along with the following requirements. These specific minimum requirements must be included in the bid and shall not be altered. 3.02 Inspection A. Examine the areas and conditions under which work in this section will be installed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until such conditions have been corrected. B. Verify that roofing system is complete and that roof surfaces are smooth and flat and are ready to receive work. 3.03 Preparation and Surface Conditions A. Prepare all surfaces according to applicable specification sections. B. Protect adjacent areas from damage with tarps or other durable materials. C. Use care in installation of portable pipe support systems not to damage roofing, flashing, equipment, or related materials. D. Substrate shall be smooth, free of sharp projections, and free of obvious depressions. E. Clean surfaces of roof to receive portable support bases. Remove dirt, dust, oils, and other foreign materials. 3.04 Installation A. Perform all related work specified elsewhere necessary for the installation of the specified support system. Project No. 19WATWATER002B 8/9/2019 Section 07 72 65 - Page 3 Page 185 of 383 BENCHMARK, INC. SUPPORT SYSTEMS SECTION 07 72 65 B. Bases and support framing shall be located as indicated on drawings and as specified herein. The support of all equipment and piping shall be complete and adequate, whether or not all required devices, equipment and piping are shown. C. The use of wood or wire for supporting equipment and piping will not be permitted. D. Deflection of equipment and piping shall not exceed 1/240th of the span. E. Framing system shall be installed at designed spacings, but in no case shall spacing be greater than 10' o.c. F. Accurately locate and align bases. G. Set framing posts into bases and assemble framing structure as required. H. Use galvanized hardware for all connections. I. Trim all the thread support rods to be 1/2" maximum above nuts. Protect roof surface from damage and immediately dispose of related debris. 3.05 Verification A. Contractor shall inspect the work described by this section of the specification and shall verify that all components are complete and properly installed. B. Contractor shall correct any deficient work prior to installing subsequent work or notification of completion. 3.06 Cleaning A. Remove all packaging, unused fasteners, adhesive, and other installation materials from site. B. Remove adhesive from exposed surfaces of supports, pipes, and bases, and leave work in clean condition. C. Contractor shall comply with the requirements of Section 02 41 20 — Roof Demolition and Cleanup. Project No. 19WATWATER002B - End of Section - 8/9/2019 Section 07 72 65 - Page 4 Page 186 of 383 19WATWATER002B\DING, 9WA CITY OF WATERLOO: FY2019 YOUNG ARENA ROOF REPLACEMENT PROJECT, CONTRACT NO. 988 EAST AND WEST ROOFS 125 COMMERCIAL STREET WATERLOO, IOWA 50703 PROJECT NO. I9WATWATERO02B enchmark INC CEDAR RAPIDS, IA • WAUKESHA, WI Phone: 319.393.9100 www.benchmark-inc.com Page 187 of 383 INDEX OF SHEETS NO. DESCRIPTION R0.01 TITLE SHEET R1.01 WEST ROOF PLAN R1.02 EAST ROOF PLAN R2.01 ROOF DETAILS R2.02 ROOF DETAILS R2.03 ROOF DETAILS R2.04 ROOF DETAILS R2.05 ROOF DETAILS A0.01 EXTERIOR REHABILITATION PLAN - FROM INVISION ARCHITECTURE A1.10 EXTERIOR REHABILITATION PLAN - FROM INVISION ARCHITECTURE ME1.00 MECHANICAL UPGRADE PLAN - MODUS ENGINEERING ME2.00 MECHANICAL UPGRADE PLAN - MODUS ENGINEERING ME2.01 MECHANICAL UPGRADE PLAN - MODUS ENGINEERING ME2.02 MECHANICAL UPGRADE PLAN - MODUS ENGINEERING ME3.00 MECHANICAL UPGRADE PLAN - MODUS ENGINEERING ME4.00 MECHANICAL UPGRADE PLAN - MODUS ENGINEERING ME5.00 MECHANICAL UPGRADE PLAN - MODUS ENGINEERING DRAWING RECORD SEV. NO NA 60°C. REVIEW SET 07/16/10 AB/JH NA BID SET DOCUMENTS 06/09/19 AB/JH CLIENT PROJECT NUMBER: SHEET NUMBER: R0.01 ORIGINAL SHEET SIZE: 36 x 24 File: CAtemp,,,thlish_12224 \ 19WATWATER002B002.dwg Time: A g08, 2019 - 9:30em 6,3 4 0 NOW / / / // / / / / // WEST ROOF PLAN (BASE BID) - DETAILS & TAPERED LAYOUT /////////// //////////////////////////// ///////////////////// 2//////////// ////////////// //////////////////// ////// //////»/////// // O WEST ROOF PLAN (BASE BID) - FIELD, PERIMETER, & CORNER ENHANCEMENT ZONES / • WEST ROOF PLAN (BASE BID) - WALKWAY PROTECTION LAYOUT GENERAL WORK NOTES A. THIS DRAWING IS INTENDED FOR ORIENTATION, APPROXIMATE CONFIGURATION AND LOCATION OF DETAILS. CONTRACTOR SHALL FIELD VERIFY ALL ITEMS FOR BIDDING AND INSTALLATION PURPOSES. B. INSTALL TAPERED INSULATION CRICKETS AT THE HIGH SIDE OF ALL CURBS 18" AND LARGER TO DIVERT WATER AROUND CURBS. C. NOT ALL PENETRATIONS, PIPING AND CONDUIT MAY BE SHOWN ON DRAWINGS. CONTRACTOR TO FIELD VERIFY. D. FOR DETAILS NOT INDICATED ON THE DRAWING DEFAULT TO ROOFING MANUFACTURER'S MOST STRINGENT DESIGN FOR WARRANTABLE DETAILS. THE INTENT OF THE DETAILS ARE INDICATED BY THE SPECIFICATION AND DRAWINGS. DETAILS NOT MEETING SPECIFIED STANDARDS AND/OR INTENT OF SIMILAR FURNISHED DETAILS WILL NOT BE ACCEPTED. E. WHERE DETAILS ARE INDICATED AS "SIMILAR", THE BASIC DETAIL CONCEPT IS UNCHANGED; HOWEVER, THE SUBSTRATE MATERIAL OR CONFIGURATION MAY BE DIFFERENT THAN SHOWN. F. WHERE DETAILS ARE INDICATED AS "TYPICAL", THE DETAIL APPLIES TO ALL LIKE CONDITIONS ON THAT ROOF SECTION. G. INSTALL MEMBRANE WALKWAY PROTECTION AT ALL ROOF ACCESS POINTS AND AS SHOWN. H. REMOVE OBSOLETE SLEEPER RAILS, REPAIR DECKING AS REQUIRED. I. RAISE AND MODIFY ELECTRICAL/GAS/MECHANICAL LINES AS REQUIRED FOR INSTALLATION OF NEW ROOF SYSTEM. INSTALL NEW PIPE/LINE SUPPORTS PER PIPE SUPPORT DETAILS. REFER TO DETAILS 12 & 13 J. ALONG THE TOP OF THE PARAPET WALLS THE STEEL FRAMING/STEEL SUPPORTS WILL BE FLASHED PER DETAIL 9 OR SIMILAR. K. FIELD TAPER POLYISOCYANURATE INSULATION PRIOR TO INSTALLATION OF THE DENS DECK PRIME FOR A SMOOTH TRANSITION. L. RAISE MECHANICAL CURBS TO ACHIEVE 8" MINIMUM FLASHING HEIGHT. DISCONNECT ELECTRICAL LINES PRIOR TO RAISING MECHANICAL UNITS. RECONNECT ELECTRICAL LINES AFTER UNITS HAVE BEEN RAISED. KEYED WORK NOTES 1. STAIR STEP FLASHING AROUND THE DOOR THRESHOLDS. 2. REMOVE AND REPLACE DOOR AND DOOR FRAME IN LIKE KIND. WORK COMPLETED BY AN APPROVED SUBCONTRACTOR. 3. DOOR FRAMES WILL BE REMOVED AND THE OPENING INFILLED TO MATCH THE CMU WALL CONSTRUCTION. WORK COMPLETED BY AN APPROVED CONTRACTOR. 4. CLEAN, WIRE BRUSH AND PAINT THE STEEL SCREEN WALL SUPPORTS. WORK COMPLETED BY AN APPROVED SUBCONTRACTOR. 5. PROPERLY CLEAN AND PFiEPARE SCREEN WALL SUPPORTS FOR FIELD WRAP PER DETAIL 9/82.04 OR SIMILAR. 6. INCREASE INSULATION ATTACHMENT RATE WITHIN A 3' WIDE EXTERIOR AT ZONE 2. 7. INCREASE INSULATION ATTACHMENT RATE WITHIN A 3' X 3' WIDE EXTERIOR AT ZONE 3. 8. 5S80[[ 0/0 PER 005 5055850 INSULATION SADDLE/CRICKET DIVERTING WATER TO DRAIN. 9. INSTALL MEMBRANE WALKWAY PROTECTION AS SHOWN. SYMBOL LEGEND - G - gl/ PARAPET WALL METAL EDGE PIPE PENETRATION poor DRAIN ROOF CURB OVERHEAD DUCl/SUPPORTS ELEVATED UNIT/EQUIPMENI OBSOLETE HARDWARE SATELLITE DISH DOOR SUPPDRT LEGS ELECTRICAL CONDUIT PIPING ON SUPPORTS GAS PIPING ON SUPPORTS CRICKEGSADDLE RIDGE/VALLG LINE WALKWAY PROTECTION SLOPE DIRECTION ISOMETRIC/PLAN VIEW DETAIL LOCATION DETAIL LOCATION SYSTEM ASSEMBLY DETAIL LOCATION KEYED WORK NOTE LOCATION FIELD ENHANCEMENT ZONE 1 PERIMETER ENHANCEMENT ZONE 2 1,3E1 CORNER ENHANCEMENT ZONE 3 AREVISION NUMBER E11/1/Zzi NO1 IN CONTRACT Roof Plans 4' 2' 0 4' Page 188 of 383 DRAVV1NG RECORD OESCRI,TION SY NA 60°A REVIEW SET 07/16/10 AB/JH NA BID SET DOCUMENTS 08/00/19 AB/JH CLIENT PROJECT NUMBER: SHEET NUMBER: R1.01 0 0 w ORIGINAL SHEET SIZE: 36 x 24 File: CAtemp,,,thlish_12224 \ 19WATWATER002B002.dwg Time: A g08, 2019 - 9:30em Ilk TYPICAL G - G TYPICALo 1qApPE REDE-` / -•ApPEER TYPICAL 1/TAPPERDFLF TYPICAL lqAPED' lIPP[ERVF - G G- G G- G- G TYPICAL 6 0 11,8"ApP, DF1- qApP, DF-` EAST ROOF PLAN (ALTERNATE BID) — DETAILS & TAPERED LAYOUT 6.0 TYPICAL G G G 1 IF / 1 // //r/i EAST ROOF PLAN (ALTERNATE BID) — FIELD, PERIMETER, & CORNER ENHANCEMENT ZONES J(J(,,/f // // L__ //// /%./ EAST ROOF PLAN (ALTERNATE BID) — WALKWAY PROTECTION LAYOUT GENERAL WORK NOTES A. THIS DRAWING IS INTENDED FOR ORIENTATION, APPROXIMATE CONFIGURATION AND LOCATION OF DETAILS. CONTRACTOR SHALL FIELD VERIFY ALL ITEMS FOR BIDDING AND INSTALLATION PURPOSES. B. INSTALL TAPERED INSULATION CRICKETS AT THE HIGH SIDE OF ALL CURBS 18" AND LARGER TO DIVERT WATER AROUND CURBS. C. NOT ALL PENETRATIONS, PIPING AND CONDUIT MAY BE SHOWN ON DRAWINGS. CONTRACTOR TO FIELD VERIFY. D. FOR DETAILS NOT INDICATED ON THE DRAWING DEFAULT TO ROOFING MANUFACTURER'S MOST STRINGENT DESIGN FOR WARRANTABLE DETAILS. THE INTENT OF THE DETAILS ARE INDICATED BY THE SPECIFICATION AND DRAWINGS. DETAILS NOT MEETING SPECIFIED STANDARDS AND/OR INTENT OF SIMILAR FURNISHED DETAILS WILL NOT BE ACCEPTED. E. WHERE DETAILS ARE INDICATED AS "SIMILAR", THE BASIC DETAIL CONCEPT IS UNCHANGED; HOWEVER, THE SUBSTRATE MATERIAL OR CONFIGURATION MAY BE DIFFERENT THAN SHOWN. F. WHERE DETAILS ARE INDICATED AS "TYPICAL", THE DETAIL APPLIES TO ALL LIKE CONDITIONS ON THAT ROOF SECTION. G. INSTALL MEMBRANE WALKWAY PROTECTION AT ALL ROOF ACCESS POINTS AND AS SHOWN. H. REMOVE OBSOLETE SLEEPER RAILS, REPAIR DECKING AS REQUIRED. I. RAISE AND MODIFY ELECTRICAL/GAS/MECHANICAL LINES AS REQUIRED FOR INSTALLATION OF NEW ROOF SYSTEM. INSTALL NEW PIPE/LINE SUPPORTS PER PIPE SUPPORT DETAILS. REFER TO DETAILS 12 .13 J. ALONG THE TOP OF THE PARAPET WALLS THE STEEL FRAMING/STEEL SUPPORTS WILL BE FLASHED PER DETAIL 9 OR SIMILAR. K. FIELD TAPER POLYISOCYANURATE INSULATION PRIOR TO INSTALLATION OF THE DENS DECK PRIME FOR A SMOOTH TRANSITION. L. RAISE MECHANICAL CURBS TO ACHIEVE 8" MINIMUM FLASHING HEIGHT. DISCONNECT ELECTRICAL LINES PRIOR TO RAISING MECHANICAL UNITS. RECONNECT ELECTRICAL LINES AFTER UNITS HAVE BEEN RAISED. KEYED WORK NOTES 1. STAIR STEP FLASHING AROUND THE DOOR THRESHOLDS. 2. REMOVE AND REPLACE DOOR AND DOOR FRAME IN LIKE KIND. WORK COMPLETED BY AN APPROVED SUBCONTRACTOR. 3. DOOR FRAMES WILL BE REMOVED AND THE OPENING INFILLED TO MATCH THE CMU WALL CONSTRUCTION. WORK COMPLETED BY AN APPROVED CONTRACTOR. 4. CLEAN, WIRE BRUSH AND PAINT THE STEEL SCREEN WALL SUPPORTS. WORK COMPLETED BY AN APPROVED SUBCONTRACTOR. 5. PROPERLY CLEAN AND PFiEPARE SCREEN WALL SUPPORTS FOR FIELD WRAP PER DETAIL 9/82.04 OR SIMILAR. 6. INCREASE INSULATION ATTACHMENT RATE WITHIN A 3' WIDE EXTERIOR AT ZONE 2. 7. INCREASE INSULATION ATTACHMENT RATE WITHIN A 3' X 3' WIDE EXTERIOR AT ZONE 3. 8. 5S80[[ 0/0 PER 005 5055850 INSULATION SADDLE/CRICKET DIVERTING WATER TO DRAIN. 9. INSTALL MEMBRANE WALKWAY PROTECTION AS SHOWN. SYMBOL LEGEND 0 - G - gl/ PARAPET WALL METAL EDGE PIPE PENETRATION ROOF DRAIN ROOF CURB OVERHEAD DUCT/SUPPORTS ELEVATED UNIT/EQUIPMENT OBSOLETE HARDWARE SATELLITE DISH DOOR SUPPORT LEGS ELECTRICAL CONDUIT PIPING ON SUPPORTS GAS PIPING ON SUPPORTS CRICKEGSADDLE RIDGEAVALLG LINE WALKWAY PROTECTION SLOPE DIRECTION ISOMETRIC/PLAN VIEW DETAIL LOCATION DETAIL LOCATION SYSTEM ASSEMBLY DETAIL LOCATION KEYED WORK NOTE LOCATION FIELD ENHANCEMENT ZONE 1 PERIMETER ENHANCEMENT ZONE 2 CORNER ENHANCEMENT ZONE 3 AREVISION NUMBER ,11/1/1/z, NO1 IN CONTRACT Roof Plans 4' 2' 0 4' Page 189 of 383 DRAVV1NG RECORD OESORI,TION SY NA 60°A REVIEW SET 07/16/10 AB/JH NA BID SET DOCUMENTS 08/09/19 AB/JH CLIENT PROJECT NUMBER: SHEET NUMBER: R1.02 ORIGINAL SHEET SEE: 36 x 24 aterloo_WATMaterloo-1,19WATWATER002B \ DING\19VVATWATER002B003.dwg Time: A.g 08, 2019 - 9:30em SOLDERED LAP SEAM "InDEEAE,°,1-47,EsEmAE'lAiL" G RITNED,=E" ,Aci2TRI!.N:O01HYTAliTEERNS'INK rATIERSHNCACTNTHEARS,1112INK "H SUBSTRATE rTET:HA,UOuLLLAORWInAll:IEDETR ml,,,IENTLL MATERIALS SHALL BE UTILIZED, UNLESS SPECIFICALLY NOTED OTHERWISE ON A TOFEJOINTITTZSUN[EN)PETICITYEDNUoLTEEDAR0ETHAECRCgTEABoW.ARrAERRicTL1FL,31N,TETIALILUTZINTS ABOVE FOR DEFINITIONS 3. CONTINUOUS CUPS SHALL BE CONSTRUCTED OF MATERIAL COMPATIBLE WITH AND ONE GAUGE HEAVIER (MO. THICKER IF ALUMINUM) THAN THE PRIMARY COMPONENT. REFER TO DETAIL DRAWINGS WHERE CONTINUOUS CLIPS ARE REQUIRED. COMPONENT COPING CAP METAL TYPE PREFINISHED STEEL FINISH KYNAR GAUGE / THICKNESS 24 ga. JOINT TYPE VERTICAL TERMINATION PREFINISHED STEEL KYNAR 24 ga. WALL COUNTERFLASHINGS PREFINISHED STEEL KYNAR 24 ga. CURB COUNTERFLASHINGS PREFINISHED STEEL KYNAR 24 ga. FASCIA PREFINISHED STEEL KYNAR 24 ga. PIPE CHASE ENCLOSURE GALVANIZED STEEL G90 24 ga. AS DETAILED DECK CLOSURE GALVANIZED STEEL G90 24 ga. SCHEDULE OF ROOF RELATED SHEET METAL NO SCALE I gWAT "ATER... F'cE - VVIDE SEAM TAPE -EFIDM SINGLE -PLY MEMBRANE (ADHERED) -sAIDNiZvr' "'NG PANEVTD, ALL PERIMETER NAILERS, NEW OR EXISTING SHALL BE FASTENED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE (UNLESS NOTED OTHERWISE ON DETAIL DRAWINGS) ATTACHMENT SUBSTRATE === STRUCTURAL CONCRETE CMU/BRICK LFASTENER INTO SOLID MATERIAL) STEEL DECK WOOD NOTES: 1. FASTENERS IN 6" OR WIDER (NOMINAL) LUMBER SHALL BE INSTALLED N 350 (2) ROWS, STAGGERED 1/3 OF NAILER WIDTH. 2.1690 (2) FASTENERS SHALL BE INSTALLED WITHIN 6" 31 2233 NAILER END. 3. CORNER FASTENER SPACING SHALL EXTEND 8' FROIA ALL OUTSIDE BUILDING CORNERS. 4. WHERE .0 OR MORE NAILERS ARE INSTALLED, EACH NAILER SI-IALL BE FASTENED 5. IONVDEERPEANLITEICYK TYPES, THE BOTTOM NAILER SHALL BE FASTENED USING THE SPECIFIED FASTENERS AND 5/8. DIAMETER WASHERS. COUNTERSINK WASHERS AND FASTENERS LEVEL ,,NivrzTEsgFILVE0,0,DAZIGTHSEPA,DpVIFTIENIRMEI4RwIrITEHT10-1,T.wFAVEZ.SUBSEQUENT NAILERS, 6. Fg-IcEENLIEY0PuEsSRA0RuEG,0ETJA;ENNETDR,BY SUBSTRATE MATERIALS AND SENON 06 1D 53 7. NAILERS SHALL BE INSTALLED WITH 1/4" GAP BETWEEN ENDS OF ADJOINING PIECES. 8. REFER TO SECTION 06 10 53 FOR ADDITIONAL REQUIRE1AENTS. SMALL OPENINGS 4' MINIMUM NAILER ATTACHMENT SCHEDULE NO SCALE 19.1"'TER.B. sATTEE0I-NP-3 sRTNEA EXISTING CONCRETE DECK 1 " X 12" MAXIMUM LARGE OPENINGS G'08NHCHRDEEHTNAEISADHDECCW 2BAYMECHEI'A Hs"FA E2A2ELIDEHAT‘l PHEUR'rE HSHC2QA2Ul'APE FE SELF -ADHERING VAPOR RETARDER PRIMER (ALTERNATE BID) CDROOF SYSTEM CROSS SECTION NO SCALE ----"" LFAAPJE,ATER24” 0.C. WITH TEK 1 IBBSILl'HECKAIKVANIZ" 'HE ASHOP" PAAIT'IT1V(I'THSTREEEDA OTEEPAR'21ORTINIIISTAHLTION EXISTING CONCRETE DECK OCONCRETE DECK REPAIR C NO SCALE --- BONDING ADHESIVE, TYPICAL BATTEN STRIP, FASTEN AT 6" 0.C.- C,CE,ITsITNRUAETEEP„DI,AHEIRFEELDD, MEMBRANE UP VERTICAL HM/°:12MSUFF2SAF2?AHRANFIIRSCEHDLAI TEST O'VF 2 OA 1E2" GYPSUM COVER BOARD (SET IN BEAD APPLIED GL MEMBRANE 6" WIDE SEAM TAPE -SAIDNIVEIKA H'HHHINg HA:D212EHSVEIZEDS REINFORCED MEMBRANE SECUREMENT STRIP WITH BATTEN STRIP FASTENED INTO VERTICAL SUBSTRATE MEMBRANE PERIMETER SECUREMENT NO SCALE --- NOTES: 'V'EPR1°-IRCAITAI;PTIINI:EM FALIBOVENTIESTOPLOF'TNNED ROOF INSULATION AND GYPSUM COVER BOARD, (06 35 SHOWN 18 37031710 DETAIL), AND 2. ESirarligFINERAUTO 1°,10=BFRODOF 704 2TMABRIANEIVIRJEXTIZED FLASHING MEMBRANE. VERTICAL SUBSTRATE (WALLS ANDEOR ROOF CURBS) SoT,,,E,AOPEROF.FT11,1NGsEIAND,HAVY APPLICATION SELF -ADHERING VAPOR RETARDER FLASHING MEMBRANE ASPHALT PRIMER AS REQUIRED ASPHALT PRIMER AS REQUIRED 6" MINIMUM L E(PIRHIIMir AS RECUIRED,2" CONCRETE D EDTYPICAL VAPOR RETARDER AND FLASHING NO SCALE ..' AT.... SELF -ADHERING VAPOR RETARDER (BASE B(D) CDROOF SYSTEM CROSS SECTION NO SCALE ---"" NOTE: ZONES 2 ARE 3' WIDE AND CORNER ZONE AR. ARE 3' x 3'. 4' X E INSULATION BOARD ic,,,TZ,u1,°'N'sAgEiL°Er FIELD -APPLICATION RATE PR ER E X 4' INSULATION BOARD PERIMETER -APPLICATION RATE CORNER - APPLICATION RATE ®INSULATION ADHESIVE APPLICATION NO SCALE ---- Page 190 of 383 DRAVVING RECORD OESCRI,T. SY NA 60% REVIEW SET 07/16/10 AB/JH NA BID SET DOCUMENTS 08/00/19 AB/JH 0 0 0 h g OBA 0 1,“—) 20 CLIENT PROJECT NUMBER: SHEET NUMBER: R2.01 ORIGINAL SHEET SEE: 36 x 24 aterloo_WATMaterloo-1,19WATWATER002B \ DING\19VVATWATER002B003.dwg Time: A.g 08, 2019 - 9:30em 0 1/8" PER FOOT TAPERED INSULATION NO SCALE 1..TwATER.B. NOTE: ITNTSLUIDIENTIGILFIEITLLELTBRA'N'EL TEOPDFIAELSC:NI5E-BPRIAYNETZTEAIT,ILAPS FLASHING MEMBRANE TO FIELD MEMBRANENT-LAPS. ED1/2" PER FOOT STANDARD SADDLENT SCALE 'pE"„=LEAP,TNGsl"' ' LAP SEALANT AILIINFONRADNILFCENSGEIITIER''FriGEES:SETIR'SirRI'l EI1RETE AsNuEL:_°7,°,1N,411E11/2 0 TAPERED EDGE STRIP AT VALLEY NO SCALE :TE'misTESAuYsPL EfrFpLAIHNG Pl(R)TEES.SURE-SENSFIVE T -JOINT COVER, MUST BE CENTERED OVER FIELD SPLICES AT THE ANGLE CHANGE. THE BOTTOM SBH,,jkLL BE 6. WIDE ICO,BTRa)N,TNEFRHEDAA1N2; WITH CDN-frIENIULOAUYSERLSAPSHSAELALANT. ,TEZausFLE;s:GsINGLE - LA SEALANT PFLs,lur,rcE SENSITIVE IPEDLI'D" (ALTERNATE BID) CTYPICAL PATCH AT MEMBRANE T -LAPS NOSCALE 1........E. EREZEPFH rEDL"D" IELSDEAILNIELTRBEREANISETLAR (BASE BID) C) TYPICAL PATCH AT MEMBRANE ANGLE CHANGE NO SCALE —A-- ELSDIZANnAP (ALTERNATE BID) EDTYPICAL PATCH AT MEMBRANE ANGLE CHANGE NO SCALE CAEUCIF SSVEENN IEUERAENDEN (BASE BID) CDTYPICAL PATCH AT MEMBRANE T -LAPS NO SCALE ..TWATER.E. NCCO)TPIIVG CAPS SHALL BE TURNED UP AND TAELiRMII_NoAcTAETI:110gTH.CEORUNTERFLASHINGS AT ADJACENT WALLS. E THEY ABUT TOOLED BEAD OF SEALANT !,,Eci'F,D'hEFEI'sFETRNE:s:21-'T ,,,TpLucpAiTu:TFTEPAIT—GE "L° COPING CAP PER APPLICABLE DETAIL EDCOPING CAP TERMINATION NO SCALE Page 191 of 383 DRAVVING RECORD OESCRI,TION SY NA 60, REVIEW SET 07/16/10 AB/JH NA BID SET DOCUMENTS 08/09/19 AB/JH ,7) L,cjLITj (-cfg z H CLIENT PROJECT NUMBER: 0 1,“D 0 ct SHEET NUMBER R2.02 ORIGINAL SHEET SEE: 36 x 24 aterloo_WATMaterloo-1,19WATWATER002B \ DING\19VVATWATER002B003.dwg Time: A.g 08, 2019 - 9:30em TOOLED BEAD OF SEALANT COVER BOARD, PREVIOUS DAYS WORK -ROOF MEMBRANE - COVER BOARD, CURRENT DAYS WORK FimEoNTR'sHEA,FED PLAN VIEW ED VERTICAL FLASHING TERMINATIONNO SCALE NOTE: BONDING ADHESIVE IS REQUIRED BETWEEN REINFORCED MEMBRANE SECUREMENT STRIP AND ROOF INSULATION OR COVER BOARD ON FULLY ADHERED SYSTEMS. "P"BTo:vi-EDP:sE'FANLER 'R2,BEI,°78cEArNI_Dus1-7:DFAA,sE °F,,,,`::;,,NI,EI,R,,FrAEsKTTrELAATHAETA„12 IF EXISTING LOUVERED METAL SCREEN WALL METAL COPING CAP EAPTDM,,NSI-NIERED FASTENERS FULLY ADHERE MEMBRANE TO SUBSTRATE EXISTING PLMOOD EXISTING WOOD BLOCKING EXISTING STEEL I BEAM WATER CUT-OFF SEALANT NT TAPE (CONTINUOUS) FACTORY LAMINATED SEAM TAPE ROOF SYSTEM PER DETAIL A OR B ENT STRIP FlEoNFSH M NIMUM rr% 111.°71iS DETAIL SHALL BE USED TO PROTECT THE ROOF SYSTEM WHEREILMLATERIALS 2. 112'0'04T1n101,ITCRACTIIRL2LNSBTERURCETIZNTS:IFIICFOARNDR/E°PRAIRSTOVINAGLLWDAMAICECUTFO' THE ROOF SYSTEM USING METHOD/MATERIALS APPROVED BY THE OWNER'S 3. RiSRIEE,OSRF:NPETRNAFICTION OR STAGING AR. IS DETERMINED BY PROJECT T'101-11,DIUARIIrARLDLOPEZIZOTINFilLY CLEANED FROM THE ROOF SURFACE PRIOR 3:D4: ,PLYWOOD WALKWAY OR STAGING PLATFORM CONTINUOUS 6'' W 4 GA. ALVANIZED N , (OR PREPUNCHED STRAPPING), ECENTERED OVEREPLYL SOTORDI' I AND FASTENED 1, C STAGGERED WITH PAN HEAD' SCREVSNTS FN"gTHEN,T,SN SHHNARLEL THOAN TN IHEIAVRATE EXTRUDED EXTRUDED POLYSMENE INSULATION EXISTING ROOF SURFACE INSULATION AND COVER BOARD LAYUP AT REMOVED TIE-IN ROOF PROTECTION DETAIL NO SCALE NO SCALE 19WATWATER.B. BICO'NEDING ADHESIVE IS REQUIRED BETWEEN REINFORCED 1. BONDING ADHESIVE IS REQUIRED BETWEEN NOTES: ICXEkgiNTFuSLTLIPADAHNEDRER,00sFys1.1,4ESmUsLATION EXISTING DOOR AND FRAMING SNETWTAZR aGEUTIFir NEAMLEArNATRANE EI,R,IXEETLAIL'RICDOMUTENTAELSREFE'SFNITANRG "" EPDM WASHEF ED FASTENEF AT 2 0 C TNVCITAITDANIADDPBREITD°LVAeENT TWETHM NE'F'DI°ANWBA'S‘HEERAESDIEF4ESUTEIVERIS ° C FULLY ADHERE MEMBRANE TO SUBSTRATE WATER CUT-OFF S LANT TAPE (CONTINUOUS) ENT STRIP EXISTING CONCRETE WALL EXISTING CONCRETE WALL OSCREEN WALL FLASHING NO SCALE WALL FLASHING AT DOOR NO SCALE IRROIrIRNCSEUDLArNAIBIOITECOSVEECRURBEOMAIERNDITOSNTRFPULII \:Y\ID ADHERED SYSTEMS. 2. DO NOT WRAP TERMINATION BAR AROUND CORNERS. STA'NEixArTIEROT,LIAL-" SET IN HEAVY APPLICATION DF SEALANT EPDM WASHERED FASTENERS AT 1, D.C. 2 PIECE SURFACE MOUNTED METAL COUNTERFLASHING EPDM WASHERED SHEET METAL SCREWS AT 12 0.C. ,F:NycIEL,T,,T.,I,LDpBZ°D°sFugeENT T,AmINA°P,MEFRAEsDiEFNATTAg °' Zi,,,FAZ7uflAosr'FIIN,GEAmLEAr"NE FULLY ADHERE MEMBRANE TO SUBSTRATE WATER CUI-DFF SEALANT SEALANT TAPE (ODNTINUOUS, FACTORY LAMINATED SEAM TAPE ROOF SYSTEM PER DETAIL A OR 8 UR NT STRIP EXISTING CONCRETE WALL WALL FLASHING NO SCALE EXISTING SATELLITE/ANTENNA BASE CDSATELLITE / ANTENNA BASE NO SCALE IgwAT"ATE"... DRAIN STRAINER CLAMPING RING AND BOLTS r‘,E-1sPA'L'AN,7FAIEIRB.ATir‘TLFArl,,sEHING ROOF SYSTEM PER DETAIL A OR B '''T:EHILCNEUGZIErPTMLIrS'ICNUGIRT-P° 6" SEAM TAPE FIELD TAPER FDR A SMOOTH TRANSITION EXISTING UNDER DECK CLAMP EXISTING DRAIN BOWL EXISTING DRAIN PIPING IHET'LAAA°,NVEISRIWNHERDEDRR'E'Q' TEH [P.RCC:IPISNETRADPTI RN TiFiZIFDRTEEFEEFRD WRM'A INMKBBROALNT'S RL'EFAIIN,11 GE XIS, NG BOLT H 0 L E„Y E rIGREODN 1,11RHIMCPLRAI?IPPIENRGLYRIENTG DFRII'll_NRFPTLZVEN1ANCTMRP1101PNin ULSL BAELLCZTPVEANNTD DF7IN CAST IRON STRAINERS AND DRAIN CLAMPING RINGS. 7E,E,R0R'NBDDiT„'„AsTmaNEEsNAsTRAE T:TT:LNLY CDROOF DRAIN DETAIL NO Page 192 of 383 DRAVVING RECORD S.EV. NO. OESCRI,TION SY NA 60, REVIEW SET 07/16/10 AB/JH NA BID SET DOCUMENTS 08/09/19 AB/JH ,7) z <55 (555 z §,) ,17-1 0 1,“) 0 CLIENT PROJECT NUMBER: SHEE NUMBER R2.03 ORIGINAL SHEET SEE: 36 x 24 aterloo_WATMaterloo-1,19WATWATER002B \ DING\19VVATWATER002B003.dwg Time: A.g 08, 2019 - 9:30em 1P2PM0r(H2ERPEEDR FSPIOTEENX.) " CTOTPB°BFFF FLEAASIZG 'MNATTP11-2'20'U:ICN. TiFILREFRS'IEISNNTE.;RNS NON -LIFTABLE 7_7,- EXISTING SKYLIGHT EXISTING WOOD NAILER IMMO ral 1P2'10.WCAS(H2ERPEEDR FSTITEENMr) AT 'BiaRD 'TOP- OFFF FIBEAAS4';1NNTG FiNiFFSIHIF NON -LIFTABLE SKYLIGHT 7-<- EXISTING SKYLIGHT EXISTNG WOOD CURB EiP2PO.71H2'pEEDR rsTITEENZs) Y:THNRD 7OpT'crri FiE=G 'miTT:i1L26.5FHLF'AERsRENsIO'AEsFE.E,RNs NON -LIFTABLE :IL BATT INSULATION INSIDE PIPE CHASE LOOSELY PACKED. NAIL AT 0.C. EXISTING METAL EQUIPMENT CURB EXISTING STEEL FRAME 'BET:TUOTP FTArNIG -ONval,Ti%1-ODF.BR:E,AL IggNT ISOMETRIC "TAI'D(V°"Erf" \r'll:TT111-2;or‘u:CNINE(RiFREHrslAE€NNF NON -LIFTABLE EPDM FLASHING (FULLY ADHERED) EXISTING WOOD EQUIPMENT CURB UOUS) N STRIP, FASTEN AT 0 C B' SEAM TAPE ROOF SYSTEM PER DETAIL A DR B B:p0k4R iBisSHEIINFG-ADHERING Y , EXISTING STEEL FRAME 'BVEZ 'TOP- OFFF FSLAASh'PINNTG NON -LIFTABLE FAIFINAvIFYIFAFIPHEDIDTI '''PEE;NEYATNRIAFJ'FBEDF PEN'IETTATPZ PIP CAL j" OFF V , , n'FFEnsF CDTYPICAL METAL CURB FLASHING DETAIL TYPICAL WOOD CURB FLASHING DETAIL UNIT RAIL FLASHING DETAIL PIPE CHASE FLASHING DETAIL NO SCALE '''''ATE"""" 6 NO SCALE 19'.'TER.B. 7 NO SCALE '"'"""°"B"' 8 NO SCALE .WAT"TEF.'. VAPOR RETARDER NOT SHOWN FOR CLARITY. 1/TPOR RETARDER NOT SHOWN FOR CLMITY. Lrcu°,r_oPPsr,r,,I,TIN EXISTING PENETRATION TODLED LAP SEALANT STAINLESS STEEL BAND CLAMP 12LL WALKWAY PAD BENEATH EACH IS3rOTSITPEORTVIE tIN =IDE. TOOLED LAP SDLANT, TYPICAL EILRLIEDTP ECil‘01102 ftF'''TD IN' XPLNY.',AGTRouL,'srFNEALANJ 2sNErRsEpcic_Eu,RFEE°1-,DPEPT,,[1-cA'Er'. DRAVVING RECORD DESORI,TION SY NA 60, REVIEW SET 07/16/10 AB/JH NA BID SET DOCUMENTS 08/09/1B A: RPDD PLDAC':M IMP:IRA BR' ABDR'D A D kr,,B, LA MA RA, RR PHP SYSTEMS AND DESIGN 5534 Harvey Wilson Dr. Houston. TX 77020-8016 800-797-6585 www.PhPsd.c., C) SCREEN WALL SUPPORT DETAIL FIELD FABRICATED PIPE FLASHING DETAIL NOSCALE ''"T ATE""B"' 0 NO Page 193 of 383 PRE -FABRICATED PIPE FLASHING @ GAS PIPE SUPPORT NO SCALE NO SCALE ,7) PE' Li,tJ g 0 1,“D 0 CLIENT PROJECT NUMBER: SHEET NUMBER R2.04 ORIGINAL SHEET SIZE: 36 x 24 aterloo_WATMaterloo-1,19WATWATER002B \ DING\19VVATWATER002B003.dwg Time: A.g 08, 2019 - 9:30em 11.°1-IENLALL WALKWAY PAD BENEATH .H SUPPORT BASE. EXTEND 6" MINIMUM BEYOND SUPPORT BASE ON EACH SIDE. 2' I 'Ain% UTt2 TOTEAliPAICP IILPAEMSPO CHANNEL. PHP SYSTEMS AND DESIGN 5534 Harvey VVilson Dr. Houston, TX 77020-8016 800-797-6585 w.f.P,Psd.c.81 PHP MODEL PP10 WITH CHANNEL OCONDUIT PIPE SUPPORT 3 NO SCALE PIPE SUPPORT SCHEDULE PHP Systems and Design Miro Industries Notes P. TYP. Model Model Hrva',7a Vfirt, Load (lbs, Conduit PP1 0 with Roller 3 -RAH -12 12" 186 1,2 Conduit >2"<=4" Conduit PP1 0 with Roller 6' 5 -RAH -7 223 1,2 5 -RAH -12 12" 8. 0.C. 223 1,2 Gas Gas <=3" <=3" PP1 0 with Roller 16" 3 -RAH -7 115 1,3 3 -RAH -12 12" 186 1,3 Gas >3"<=3 1/2" Gas >3"<=3 1/2" PP1 0 with Roller 6' 5 -RAH -7 223 1,3 5 -RAH -12 12" 223 1,3 Water Water <=1" <=1" PP1 0 with Channel 6' 2.5 -Conduit Support -7 115 1,3,4 2.5 -Conduit Support -12 12" 223 1,3,4 Water >1"<=3 1/2" Water >1"<=3 1/2" PP1 0 with Roller 16" 5 -RAH -7 7" 223 1,3 5 -RAH -12 12" 223 1,3 NOTES: PArlIjilSDTEEDD PZET,SIUKPI FT'F'd IUNIV?1S3A'SREEL'OPADITINliginAg rEE1SDH. A" BE 2. SUPPORT SHALL BE LOCATED WITHIN 12" OF EACH CONDUIT JOINT. 3. SUPPORT SHALL BE LOCATED WITHIN 24" OF ALL PIPING CHANGE IN DIRECTION. 4. PIPES <1" DIAMETER SHALL BE TIGHTLY CLAMPED TO THE SUPPORT. 5. PIPES >1" DIAMETER SHALL BE LOOSELY CLAMPED TO THE SUPPORT. 6. 11s1S-p1FIc_,LRYTV,;kLA:VEV,A,YNPEAADcIBEsNi:TH EACH SUPPORT BASE. EXTEND 6" BEYOND PSICC'ULEMAENDT 110ITEACILU-11Zill-E:(TUOIFgPDEHSAURPDPOIR7:.N'T SH'WN F°R 8. FIELD CUT AND REMOVE ANY ALL -THREAD ABOVE TOP SECUREMENT NUT ON ALL SUPPORTS. Approved Manufacturers PHP Systems and Design www.phpsd.com Miro Industries, Inc. '81,71:7r6C814:h CDPIPE SUPPORT SCHEDULE NO SCALE . '.ATER.2.3 Page 194 of 383 DRAVVING RECORD SESORI,T. NA 60% REVIEW SET 07/16/10 AB/JH NA BID SET DOCUMENTS 08/00/19 AB/JH 0 0 LIJ F -- LI_ 0 ›— F -- c7) a CLIENT PROJECT NUMBER: SHEET NUMBER: R2.05 ORIGINAL SHEET SIZE: 36 x 24 SECTION 04 20 00 UNIT MASONRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete block. B. Mortar and grout. C. Reinforcement and anchorage. 1.02 REFERENCE STANDARDS A. TMS 402/602 - Building Code Ftequirements and Specification for Masonry Structures; 2016. B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware; 2016a. C. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement; 2016. D. ASTM A1064/A1064M - Standard Specification for Carbon -Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete; 2017. E. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2016a. F. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2017. G. ASTM C150/C150M - Standard Specification for Portland Cement; 2018. H. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2006 (Reapproved 2011). I. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2014a. J. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2011. K. ASTM C476 - Standard Specification for Grout for Masonry; 2018. L. :T,MC979/C979M - Standard Specification for Pigments for Integrally Colored Concrete; M. TMS 402/602 - Building Code Requirements and Specification for Masonry Structures; 2016. 1.03 QUALITY ASSURANCE A. Comply with provisions of TMS 402/602, except where exceeded by requirements of the contract documents. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver, handle, and store masonry units by means that will prevent mechanical damage and contamination by other materials. PART 2 PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Concrete Block: Comply with referenced standards and as follows: 1. Concrete Masonry Units: a. Interior Block: 8 x 8 x 8 inch nominal face CMU, single score. b. Exterior Block: 4 x 8 x 16 inch nominal face CMU, smooth face. 2. Non-Loadbearing Units: ASTM C90 normal weight. 3. Solid Load -Bearing Units: ASTM C145. 2.02 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C150/C150M, Type I. 1. Not more than 0.60 percent alkali. B. Hydrated Lime: ASTM C207, Type S. C. Mortar Aggregate: ASTM C144. D. Grout Aggregate: ASTM C404. Fmtriritiegnitnetc=tiaerVid"ceotir:tyiPnegrItcheZeThktilreZ979e7TifTigmente sPeciti"I'Y "tended ter 1. Color(s): Match existing, match adjacent. F. Water: Clean and potable. G. Moisture -Resistant Admixture: Water repellent compound designed to reduce capillarity. H. Patching Mortar: Cementitious patching mortar custom tinted to match patched substrate when fully cured. Products by Cathedral Stone Products, Deidrich Technologies, or approved equal. 2.03 REINFORCEMENT AND ANCHORAGE A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi), deformed billet bars; uncoated. B. Joint Reinforcement: Use ladder type joint reinforcement where vertical reinforcement is involved and truss type elsewhere, unless otherwise indicated. C. Single VVythe Joint Reinforcement: Ladder type; ASTM A1064/A1064M steel wire, hot dip galvanized after fabrication to ASTM A153/A153M, Class, 0.1483 inch side rods with 0.1483 inch cross rods; width as required to provide not more than 1 inch and not less than 1/2 inch of mortar coverage on each exposure. D. Flexible Anchors: 2 -piece anchors that permit differential movement between masonry and building frame, sized to provide not less than 5/8 inch of mortar coverage from masonry face. \i'fileeneeTrrYai-\i/cleZ rct'L'ilrIhgecku2PI,Diheoctedpn:tr:ntihzeetdPteorrAVII tIteAre1h5t3a/ e5v3eMm, eChl is7t17."n es° rY 1. Anchor plates: Not less than 0.075 inch thick, designed for fastening to structural backup through sheathing; provide design with legs that penetrate sheathing and insulation to provide positive anchorage. 2. VVire ties: Manufacturer's standard shape, 0.1875 inch thick. 3. Vertical adjustment: Not less than 3-1/2 inches. 2.04 FLASHINGS A. Factory -Fabricated Flashing Corners and Ends: Stainless steel. B. Flashing Sealant/Adhesives: Silicone, polyurethane, or silyl-terminated polyether/polyurethane or other type required or recommended by flashing manufacturer; type capable of adhering to type of flashing used. C. Drip Edge: Stainless steel; angled drip with hemmed edge; compatible with membrane and adhesives. 2.05 ACCESSORIES A. Cavity Insulation: Extruded Polystyrene (XPS) Board Insulation; Complies with ASTM C578 with either natural skin or cut cell surfaces. 1. Type: ASTM C578, Type IV. 2. Flame Spread Index (FSI): Class A - 0 to 25, when tested in accordance with ASTM E84. 3. Smoke Developed Index (SDI): 450 or less, when tested in accordance with ASTM E84. 4. Type and Thermal Resistance, R -value: Type IV, 5.0 (0.88) per 1 inch thickness at 75 degrees F mean temperature. 5. Board Edges: Square. B. Joint Filler: Closed cell polyurethane; oversized 50 percent to joint width; self expanding; in maximum lengths available. C. Bonding Agent: Latex type D. Cavity Mortar Control: Semi-rigid polyethylene or polyester mesh panels, sized to thickness of wall cavity, and designed to prevent mortar droppings from clogging weeps and cavity vents and allow proper cavity drainage. E. VVeep/Cavity Vents: Semi-rigid colored plastic foam equal to Mortar Vent "Weep Vents". F. Cleaning Solution: Non -acidic, not harmful to masonry work or adjacent materials. 2.06 MORTAR AND GROUT MIXING A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification. 1. Masonry below grade and in contact with earth: Type S. 2. Exterior, loadbearing masonry: Type N. 3. Exterior, non-loadbearing masonry: Type N. B. Colored Mortar: Proportion selected pigments and other ingredients to match Architect's sample, without exceeding manufacturer's recommended pigment -to -cement ratio. C. Grout: ASTM C476; consistency required to fill completely volumes indicated for grouting; fine grout for spaces with smallest horizontal dimension of 2 inches or less; coarse grout for spaces with smallest horizontal dimension greater than 2 inches. D. Mixing: Use mechanical batch mixer and comply with referenced standards. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive masonry. B. Verify that related items provided under other sections are properly sized and located. C. Verify that built-in items are in proper location, and ready for roughing into masonry work. Page 195 of 383 3.02 PREPARATION A. Direct and coordinate placement of metal anchors supplied for installation under other sections. B. Provide temporary bracing during installation of masonry work. Maintain in place until building structure provides permanent bracing. 3.03 COLD AND HOT WEATHER REQUIREMENTS A. Comply with requirements of TMS 402/602 or applicable building code, whichever is more stringent. 3.04 TUCK -POINTING A. Do not displace reinforcement while placing grout. B. Remove excess mortar from grout spaces. C. Utilize bonding agent to promote tuck -point mortar adhesion to existing masonry. Allow open time per manufacturers recommendations. D. Work grout into masonry cores and cavities to eliminate voids. E. Joint Finish: Match Existing. 3.05 COURSING A. Establish lines, levels, and coursing indicated. Protect from displacement. B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform thickness. C. Concrete Masonry Units: Bond, Coursing and mortar joints to match existing. 3.06 PLACING AND BONDING A. Lay hollow masonry units with face shell bedding on head and bed joints. B. Buttering corners of joints or excessive furrowing of mortar joints is not permitted. C. Remove excess mortar and mortar smears as work progresses. lenctgrokf IrcOenrispiged"ien=1:trcrel::rendetr:ice=t-t-efroh;t-Tni;drgsetaandk ZsilcieNceorcneetr7"ehrY E. Do not shift or tap masonry units after mortar has achieved initial set. Where adjustment must be made, remove mortar and replace. SECTION 08 92 00 LOUVERED EQUIPMENT ENCLOSURES PART 1 GENERAL 1.01 SECTION INCLUDES A. Formed sheet metal louvers. 1.02 QUALITY ASSURANCE A. Comply with "Architectural Sheet Metal Manual" recommendations for fabrication , construction details and installation procedures, except as shown or specified. 13. VrneeraitsYurelezineinetcsarnhd asropPicTrcatTnegh: WfirginCjatn7Z tsehote",h;:ehr.y1 CZ:VI Inrirntezetld adjustments, splicing, mechanical joints and field assemblyPor units.hHreassemble units in largest sections as practicable. 1.03 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Comply with manufacturer's instructions for handling of grille and screen products. 1.04 WARRANTY A. Submit manufacturer's standard ten-year finish warranty. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Louvered Equipment Enclosures: 1. Basis of Design: Ryerson Holding Corporation, Colorklad or approved equal. 2.02 PERFORMANCE REQUIREMENTS A. Wind Resistance: Design grilles and screens, including superstructure support system, to withstand positive and negative wind loading in accordance with applicable building code. 2.03 MATERIALS A. Pre -painted Galvanized Sheet Steel: ASTM A446-69, Grade A, 24 ga. primed and finished on finish side with 1.0 mil dry thickness fluoropolymer coating, and back side with wash coat. Finish side protected with masked plastic strippable film. Color selected from manufacturer's standard options. 1. Product: Ryerson Holding Corporation, Colorklad or approved equal. B. Bird Screen: 1/4 inch mesh size, 19 ga. galvanized steel. C. Fastenings: Use same material as items fabricated, unless otherwise specified. Fasteners for exterior applications may be hot -clip galvanized or stainless steel. Provide types, gauges and lengths to suit unit installation conditions. Use Phillips flathead machine screws for exposed fasteners. D. Anchors and Inserts: Use non-ferrous metal or hot dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. 2.04 FORMED SHEET METAL LOUVERS A. Form blades and frames from Colorklad material to the profile, sizes and spacings to match existing louver assemblies. Overlap blades and hem exposed edges. Form frame to provide tolerances for installation, with sealants in joints between louvers and adjoining work. B. Fabricate louver with continuous horizontal blades to form an unbroken linear effect between jambs or mullions. Set blades at 4 inches on center. Form ends of blades flat against frame jamb for fastening. C. Frame each rectangular louver unit as shown with mitered or coped and revited joints. Metal screw blades to frame at each end. Reinforce frames and blades as required for stiffness. Install bird screen on interior of louvers. PART 3 EXECUTION 3.01 EXAMINATION A. Do not begin installation until substrates have been properly prepared. 3.02 INSTALLATION A. Install rooftop equipment screens in accordance with manufacturer's printed instructions. B. Form tight joints and fit exposed connections accurately. C. Provide necessary fastenings and anchors required for a complete installation, and install units plumb, level, and in proper alignment with adjacent work. D. Provide watertight bottom frame and closure panel to protect construction below. END OF SECTION SECTION 09 96 00 HIGH-PERFORMANCE COATINGS PART 1 GENERAL 1.01 SECTION INCLUDES A. High performance coatings. B. Surface preparation. 1.02 REFERENCE STANDARDS A. 40 CFR 59, Subpart D - National Volatile Organi pound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition. B. MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; Current Edition. C. SSPC-SP 1 - Solvent Cleaning; 2015, with Editorial Revision (2016). D. SSPC-SP 2 - Hand Tool Cleaning; 2018. E. SSPC-SP 6 - Commercial Blast Cleaning; 2007. 1.03 DELIVERY, STORAGE, AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. B. Container Label: Include manufacturer's name, type of coating, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Coating Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as required by manufacturer's instructions. 1.04 FIELD CONDITIONS A. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. riicinti'iedit/Pri:geexsterre'qruiZithhygtehelechonagtirrieg"'preordeuncTrUnru7ahcetrtiirreeri.ative humid' e'sicie the C. Do not install materials when temperature is below 55 degrees F or above 90 degrees F. D. Maintain this temperature range, 24 hours before, during, and 72 hours after installation of coating. E. Restrict traffic from area where coating is being applied or is curing. PART 2 PRODUCTS 2.01 MANUFACTURERS A. High -Performance Coatings: 1. Tnemec Company, Inc: www.tnemec.com. 2. Substitutions: Section 01 60 00 - Product Requirements. 2.02 TOP COAT MATERIALS A. Coatings - General: Provide complete multi -coat systems formulated and recommended by manufacturer for the applications indicated, in the thicknesses indicated; number of coats specified does not include primer or filler coat. 1. Volatile Organic Compound (VOC) Content: a. Provide coatings that comply with the most stringent requirements specified in the following: 1) 40 CFR 59, Subpart D --National Volatile Organic Compound Emission Standards for Architectural Coatings. I59,teSr4bp:4tte0 (EFYP?lUth'oltde),Teetectruleencolfccacileri:ititt'shand'cleecdcctOdaatliXal:e :°nZI:ter added at project site; or other method acceptable to authorities having jurisdiction. 2. Colors: Selected from manufacturer's standard colors. B. Urethane Coating: 1. Number of Coats: Two. 2. Product Characteristics: a. Percentage of solids by volume: 56.0 mixed, minimum. b. Dry film thickness, per coat: 2.0 to 3.0 mils, minimum. 3. Top Coat(s): Polyurethane, Two -Component. a. Sheen: Semi -Gloss. b. Products: 1) Tnemec Company, Inc; S9499 73 Endura-Sffeld: www.tnemec.com. 2) Substitutions: Section 01 60 00 - Product Requirements. 2.03 PRIMERS A. Frn'irrniteiat =vide the following unless other primer is required or recommended by coating 1. Exterior Metal Building Panel Primer: Factory -formulated polyamide Epoxy. Applied to result in a dry film thickness of 3-5 mils. a. Products: 1) Tnemec Company, Inc; Hi -Build Epoxoline Series 66: 994.14991916.6041. 2) Substitutions: Section 01 60 00 - Product Ftequirements. 2.04 ACCESSORY MATERIALS lAncacteeleisaZY, a'itiltecrgsn.-uPp7„vcti:riaallisP:;"reerqUire:ctrretilialelech;hgpregtrohntsote):therClgs=se:. end' PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Do not begin application of coatings until substrates have been properly prepared. C. Verify that substrate surfaces are ready to receive work as instructed by the coating manufacturer. Obtain and follow manufacturer's instructions for examination and testing of substrates. 'cc,i-eicelfliihoen 7Itillateasy epcoht:Va7Idy taqfheectt;:phVaPpripelirctaeti7.1menceree"t "rk. "Pert anY E. Test shop -applied primer for compatibility with subsequent cover materials. 3.02 PREPARATION A. Clean surfaces of loose foreign matter. B. Remove substances that would bleed through finished coatings. If unremovable, seal surface with shellac. C. Remove finish hardware, fixture covers, and accessories and store. D. Existing Painted and Sealed Surfaces: 1. Strip existing paint and coatings from surface. 2. Clean with mixture of trisodium phosphate and water to remove surface grease and foreign matter. E. Galvanized Surfaces: 1. Remove surface contamination and oils and wash with solvent according to SSPC-SP 1. 2. Prepare surface according to SSPC-SP 2. F. Ferrous Metal: 1. Solvent clean according to SSPC-SP 1. 2. Shop -Primed Surfaces: Sand and scrape to remove loose primer and rust. Feather edges to make touch-up patches inconspicuous. Clean surfaces with solvent. Prime bare steel 3. leRuerfrt'ig: ruRsZ rohohs:gtlirsec:lee,Pand'ho'thdeonrieign substances using using methods recommended in writing by paint manufacturer and blast cleaning according to SSPC-SP 6 "Commercial Blast Cleaning", and protect from corrosion until coated. G. Protect adjacent surfaces and materials not receiving coating from spatter and overspray; mask if necessary to provide adequate protection. Repair damage. 3.03 PRIMING A. Apply primer to all surfaces, unless specifically not required by coating manufacturer. Apply in accordance with coating manufacturer's instructions. 3.04 COATING APPLICATION 'agi-Di id'ir':eccco'aritlirhilgeenidhacn°srilnaZ/11e'lvZric IffriteeCttUre:IteP71.-ilinvghtatei ZerCjitgltre,'Atahrlicukar"" sP"Ih' B. Apply in uniform thickness coats, without runs, drips, pinholes, brush marks, or v tions in color, texture, or finish. Finish edges, crevices, corners, and other changes in dimension with full coating thickness. 3.05 CLEANING A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. B. Clean surfaces immediately of overspray, splatter, and excess material. C. dr,:tcrizting has cured, clean and replace finish hardware, fixtures, and fittings previously 3.06 PROTECTION A. Protect finished work from damage. END OF SECTION IOWNER SIGN -OFF: NAME YOUNG ARENA YOUNG ARENA EXTERIOR PROJECT NO: 1.3 REHABILITATION 22-19 ET SET: DOCUMENTS ET NAME: ECIFICATIONS ET A0.01 125 Commercial St, Waterloo, IA 50703 0SIM FN'aITZTIZI,ZIYorz,17,EAPNTEEgoMZTN,;.tsSURFACES VVITH (INCLUDING 'X',BRACING) - 1 ®WEST PARTIAL BUILDING ELEVATION NO SCALE REMOVE AND REINSTALL LOUVERS AND SHEET METAL TRIM - COORDINATE WITH ROOFING AND SHEET METAL WORK, TYP. °SOUTH PARTIAL BUILDING ELEVATION NO SCALE REMOVE AND REINSTALL LOUVERS AND SHEET l‘sAri TNAREI_NrilA-LCv=1,3, l_y)A-prE W ITH ROOFING AND SIM Z.1\,ITZG,),ZY01F7m2EAPNAgELMA71,-rISURFACES WITH (INCLUDING 'X' BRACING) ri / ®EAST PARTIAL BUILDING ELEVATION NO SCALE ,,,,TATTERPisNrcR,TZFir'\sil-ALT'E`ViY,TRsc,A0NF?Ns.",% PAINT P TuP=EPsRZAHR= PERFORMANCE COATINGS SHEET METAL WORK, TYP. ®NORTH PARTIAL BUILDING ELEVATION NO SCALE Page 196 of 383 N H Head Detail .71313,1,), LOUVER WALL DTL. _ - 16°' Sill Detail 00 0 00 0 0 0 0 0 00. GENERAL EXISTING PLAN NOTES: KA HATCHED AREAS ARE SHOWN FOR REFERENCE ONLY AND ARE GENERALLY OUTSIDE OF PROJECT SCOPE. 1111 EST'AnTIIIDNAGR IlTSEAEN-DSPRAInIEFTWITHTEIPHIRGEHPEETRAFIOFS, 'IVI'AFNACCEECOEIATISNZ GENERAL NOTES: 1. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS, OTHER DISCIPLINES AND SPECIFICATIONS. ddlITti-ESPTREO \NIITDFFOTRIg0FinDNNON'ILEJRITPCS,S-IgATN2YI.T-1111-1SE SHEET LAYOUT IS CONSIDERED CONCEPTUAL. IS:O'L) IX SACRREEAESN TERC TT 01'NPS'll7V1I'LRL YB: EATA ILA LB IT DO 11 TTCF:Ag NE/ ERF VIEW SIDE OF THE BUILDING. CONTRACTOR IS RESPONSIBLE FOR PROTECTING BUILDING AND SITE FOR DURATION OF STAGING PArrRDTRAEGTNTRAEc_Er3,U,I,LTI:gksIGAr,d1Dcglr-viF2DEORIGINAL CONDITION DEMO KEYNOTES 0. REMOVE EXISTING DOOR AND FRAME 0 ilrVi :il/TEAIETASTTRI)NNG, ilfsUAgERLSoCcRAEQS ECTION. TAG F 0 R 0 REMOVE EXISTING LOUVER SCREEN SECTION AND DISCARD I▪ ITI=RIEVINTETgAITIENTGI 11FSASCPECSSFTAIN =Dr:El E 09 96 00 - H IGH -PERFORMANCE COATINGS. CONSTRUCTION KEYNOTES j▪ p,,,Rg/CT)UZJLIQOA:s0EP.EBNLIsr - TOOTH IN MASONRY TO MATCH ORIGINAL LOUVER SCREEN SECTION IN SAME 0. NEW REPLACEMENT LOUVER TO MATCH ORIGINAL ▪ FrOPRRM°APNIECRE'C IFIPNAGRSE-DMMATTCHLESX'I IAGEgLial. NEW HIGH (INCLUDE 'X' BRACING AND TUBE STEEL TIE -BACKS TO BUILDING) 0 JAMB / HEAD SIM. RrrrnxDEMOGKEYNOTE D1 ISTIN CONDITION FOR DEMOLITION 1,3AND INFILL 00 (-;- CONCOURSE LEVEL - CONST. PLAN CONCOURSE LEVEL - DEMOLITION PLAN Corner Jamb Detail - inte ) ediate Mullion Detail OKEY PLAN WORK AREA(S) OWNER SIGN -OFF: NAME 0 0 5 - PROJECT NC: ,3 YOUNG ARENA EXTERIOR -22-19 REHABILITATION EET SET: D DOCUMENTS ET NAME: OR PLAN ET Al 10 0 125 Commercial St, Waterloo, IA 50703 YOUNG ARENA MECHANICAL UPGRADES 125 COMMERCIAL ST. - WATERLOO, IA MECHANICAL SYMBOLS LIST NOTE: NOT ALL SYMBOLS SHOWN MAY BE REQUIRED FOR THIS PROJECT SHEET METAL - LINEAR SLOT DIFFUSER D FLOOR REGISTER OR GRILLE - SIDEWALL REGISTER OR GRILLE FLEX DUCT DUCF SIZE: HORIZONTAL WIDTH F VERTICAL HEIGHT (NET OUTSIDE SHEET METAL DIMENSION) RERANGUWt ELBOW VrITH TURNING VANES CONCENTRIC DUCr REDUCER ECCENTRIC DUCT REDUCER EXISTING DUCTWORK TO BE REMOVED EXISTING DUCTWORK TO REMAIN PLUMBING PIPING SPECIALTIES MISCELLANEOUS MOVE POINT OF NEW CONNECTION ELECTRICAL SYMBOLS LIST NOTE: NOT ALL SYMBOLS SHOWN MAY BE REQUIRED FOR THIS PROJECT WIRING DEVICES FIRE ALARM & DETECTION EQUIPMENT WIRING DISTRIBUTION 19-068 YOUNG ARENA MECHANICAL UPGRADES MISCELLANEOUS IX EXISTING - TO REMAIN IXR EXISTING - TO BE RELOCATED ER EXISTING - TO BE REMOVED - CONDUIT - SWITCH -LEG IN CONDUIT - UC UNDER GROUND CONDUIT - EL EMPTY CONDUIT \VP WEATHERPROOF AFF ABOVE FINISHED FLOOR AFG ABOVE FINISH GRADE WM DEVICE ON WIREMOLD WG WIRE GUARD EZ PASS-THROUGH Page 197 of 383 OD' PROJECT NORTH AGER ODDS-ENG.COM S-ENG.COM SHEET INDEX ME1.00 COVER SHEET ME2.00 MECHANICAL SPECIFICATIONS ME2.01 MECHANICAL SEQUENCE OF OPERATION ME2.02 ELECTRICAL SPECIFICATIONS ME3.00 DEMOLITION PLANS ME4.00 FLOOR PLANS ME5.00 DETAILS & SCHEDULES NOTE: VERIFY BUILDING DIMENSIONS FOR ROUGH -IN WORK WITH ARCHITECTS DRAWINGS. OWNER SIGN -OFF: oArF NA IE J U_ z U w Z w Z W < LL Q CD Z �^ z D r•, _0 O 00- >- ` PROJECT NO: E. 19.08.06 ET SET: DOCUMENTS ET NAME: )VER SHEET 125 COMMERCIAL ST. - WATERLOO, IA SHEET: !ME] 00 19-068 YOUNG ARENA MECHANICAL UPGRADES DIVISION 22 - PLUMBING onso HIsIgINO 12,.11112,F,11, f , '''''FfriheHh!onnErtOrd'IFFacre„Metal,,,,orrn 'DrE:7°N Metal fags 1„,t1, ortog Conform to Orah1O A13.1. PenNC'edtOc'attntt'aer'art':nceLrrVle"orgst'.7rd,rterrroOhspP'rvo'PrTt.o r:t7rf:Ce'e',,Iono7'e'pl:CrIce=atett'oeo, prodde Installation: 7,Z,t,d,,Teh,07e7erLee, „le 3—er. ''eree°,:7:eQe'eVeZ2'071.end ye. dee, „,ree, woo,- pdor to bid. 22 111. 00kOESTIC PLUMIkk. iRdrI'2::::'NPI-1.°.:e.:rd,re,`;`,1-Pe'net.:„?t'i.IPLIren,r,,,vete,=len2V,Zss,e'r71.=p7,,,e2 XV. il,:`,Te?:?e.1f:."" „e 3,..,„.thege Handbook. H Ogg OM hard dra,tn. „-„ht-antimo„ or tia and silh„ ori„ r„lano raooe 9Oaa,-„OaO. DIVISION 23 oti,rifrrrt'ItaetrethrilbdtetTo:ttniroolotiog hoh orate,. fine. SECTION 23 0593 TESTING, ADJUSTING AND BALANCING FOR HVAC PART 1 GENERAL Scope of Work: Submittals: Zuei;i1nnututtso. rc'tie:sido:fc'iZd'cresrflro'rg:itoecr th" '"tdd 'even"re"r """' '"Ung' "d 'stems "d ZusatIr=stuartrhc,caeirfsoyrsntaerthot isayhrn balance in accordance with AABC National Standards for Field Measurement and PAedrif.fiZgw=aseerrsuPervision of AABC Certified Test and Balance Engineer or NEBB Certified Testing, Balancing and PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION ALFal.;ta.terarns: Achnst t° within Ti" 5% °fa.. for saPPIY sYstems a. +/- 10, design Mr return and AZiCiruLl:Ls jag/lob4ehtg, rc.iljust total to within + 10% and - 5% of design to space. Adjust outlets and inlets in space to Th's "nttordcitierlIsred-Iiinter:Zr:eaPaeirltns'nr=d telietadrcea a: „ecessary to return airflows to are 23 0713 DUCT INSULATION PART 1 GENERAL Submittals: Irenrt:Intal Inel led" deird:TedA=s7,1,'Lissrt'b:fAT-ilut'iTss;st'e'es,i33 Materials: Flame spread/smoke developed rating of 25/50 in accordance with ASTM E84. Identification: External duct insulation and factory insulated flexible duct shall be legibly printed or identified at intervals rfinatmrsdptreatdtdtanockhe =Peed itEisineadZodfTi reeCOMilts'i'teerrn'idaltre%I.tdnce B -"I" " the s""fied t'uckne"; dnd Page 198 of 383 PART 2 PRODUCTS Fiberglass (Flexible Duct Wralo, inv.!It=s:-"A1-2=',€'0!3'7e.a1t7c'irengb."'''''"ket• 4. Density 1.0 lb./cu. ft. VT.KrBafejrarperrkertiforced with fiberglass yarn and bonded to aluminized film. InTfaernrIrranlinegMan'c'erc: PART 3 EXECUTION Installation: nslu. IPtiZlicrtnlairnxefiW"Jgpna'iri b':Irinire'rZncitetr:t. Ten'er"". icniall's"dtangnatnraeostreeniteVedxdiaTerdtttaneds.terra tatef:Pefraetudrden."re' tie"' "nnect'enc' ""anc'en re"at Insleil!itifidpeu‘cfitfi':healtanndevredY'venpi.o'rb:Iieiej:.rct.' Ten'"ratnre. Schedules: FIBERGI.ASHZIEB,LsE DUCT WRAP DUCTWORK rtelsYlettsEk(ficntsMrhNieRcuh"Raiam) 1-1/2" Return &TransfertDracts (In Mech. Roam) 11-1.1.//:: SECTION 23 2300 REFRIGERANT PIPING PART 1 GENERAL EectT in'"115era„t_ C. Moistgure id liquid indicators gleTvabes BG. :rr:i're:rysd"s BYsterAn. De\s,v7slePri'— th.3.„3 pipi3c „te. —3., is „ecified ensure system compone„ts are compatible Bc eeifhpnea"Itiosar' nsu,gnel ersn scunpupeol crti n"arccsoe rryd acancne hccASi cIgtlegV57-V:sd fn dicated otherwise. lIjfsieeigevrs Iberdio'vedZI',ufsetrasll rl'iadlindleZr"ice"indenser. E. F. ltscieruv.;etyadpi:est Zn=snaiendledt'saicandarcinuetl:."'"Ve"c". cd.. Ire rg,tf:IPve:to'ilanCo=re'srdir:cghnalr' "et ""ntlet. ItfirigleieacrCchia'r;Irviegst2ckeenddleZ=1:"bessern rlinquulit„PIineebnedb= ireZnesr.shut-off valve and lLisse 1:1'negn:irnYcieriderinte7rra'ireEerechneVna'tTI:ev:Xype.rision valves with integral strainers are Ppreer=Vieitfearteesr:: Use on ASME receive„ and pipe to outdoors. rstteernrePuetri:Inr: ran= compressors. J. IFI.exibteCnoinN:rc7tWitIllizeleonr'eanaer rceonnso.presmrs where piph„ configuration does absorb PART 2 PRODUCTS Pining ein";irtt-irin'ignSn"A.;SETEB11:B212',:onueg'h'tAZp'ear."rawn anneal' b. Jdoeirgi7! Braze, AWS A5.8 BCuP silver/prhosphorus/copper alloy with melting range of 1190 to 1480 a. Parker C . 't'en'rnd cnr'aUlaj tbl B121, deil, Ife.s U LLI efe'ddr, gr'Tb fgo r geu s!reciesdcsiyuera re:1:d n°h1e,tPi 'g!hsa:iy'sidphc °flifo°:-erxi icr°nrtioddurj'elz, Ptaa r DIPFI'""e7I'didraBrni'e.rbisianc? ssteeantinag"dfO'reinndmrichneuern Wtg'rInheasgspsrt:uree Ci'f 500 pisrig ma„iilm 1371 "Vearlefteusr eC a s daric45nalse rg' nd E ScS' IvtertlagFleFfrJesnairtiag e „ ne cp%tsrsdurr':'.74130scprs7"t ste'nie CZn7d1a0e UPI "bercalisas,nr:nanytg:Ic:rloVrgiosox%nriloTo:rei sPurPaPscsnn're of 500 Psig , removable valve core, integral ball PART 3 EXECUTION "'E'er"' 'Pedal"' "ccerk=gwPterIZUIrdeZ isnisiturc=nasn.d maintain gradient. Itnranttaell ep'i"p'inngg 'Inaecri:enesreYmnelnurfledringdshPIL a.. interfere with otsenof sna., piping . D. GrouP PiRi..viiihetrer practical at common elevations and loca s. Slop F. 0 0. R. T: " "Ian infaancCejrfeorr installation of insulation and access to valves and fittings. PIP'ng 'stem "th rutragen whrdn IclrtdocTti'uctural building frame, brush clean, and apply W're 'Pe "Pe"rt meranaleiertso Zpcanrdetuenficia'i'schrLhpli;, fitbngs, support, and accessories ready for .ish painting. IFnoslInfolinivtAIHL'Ealn5dpercol'c'ednuTensticir charging a„d pu„i„ systems and for disposal of 11"Peri';';)af'''77e'lne,"<t;tdel anr csnanbeyni educiaari:sereri atbeo"n c' eri ir7;prunawen irt's 'vYal al ivisnv nix7ti tirtFr er glee: id„v"t euddri sebtt rYui auu sr;o oc nio ne ti need „ ,71;„:u rtstystem to 27 inches vacuum and hold at that level for 1 hour prior to charging system with SECTION 23 2923 VARIABLE FREQUENCY CONTROLLER PART 1 GENERAL BcneeA. All variable frequency m as air handlers, chillers, pump ski h 'hMBFgntratcrtdone ""td"encsiilbairettoe ernde fEnt:rface 'F'df/IS iirvilTencVariable frequency mo Thecafi Iiitrialiss'ilYadn:cgienapneineti;ssttien„ antral wiring a. cabling required to BYste'An. ['Zeal:frequency motor controller to include a variable frequency drive NED) and a VFD bypass. PART 2 PRODUCTS mani.ctuFnfoss Zsimiras E. Yas DescrZ"nEnclosed variable frequency controllers suitable for operating the indicated loads, in conformance with B. rSeVCrteLnnesrilateccinfiEetd'Eftelltf27a.nd options in accordance with „MA ICS 7.1. EtanngAc. Rated Input Voltage: See schedule. ITstpnla rceemneenetildotoeviVenitFuagcetOrBeBee:\eneecnnile.6) and 0.95, la„ing, over entire range of operating speed and load. 1?,"cevriddeneVurmn:rr'itt iiIiicehecCoinepllite'sdyeifghCUL508C or UL 61800-5-1. Desig; muusstt rsee ryn;iraTirXrscis.3';'-biaiisseed_ZdTbr!,e,;0'lgiil:'iaZr ft re,?Ty';:,'„er D. Zind0e:i tie ti" _ __s_ automatic restarts following fault condition before locking out and VV rann,ucl:tVcF:0, IFFIlt'rri'61tUssttElb-i:leladfrerl FeId npirtloc,,id:cv1V2ri'm °Pt7 angael=vide int.& agtaklisPlaY to indicate out. voltage, outPut freq.., a. a,. Sta" Inthca,tnarnd rpeudgtoex=nrc "er current' "ye'. ""ne' nrc'und "er t'/CeFiti'i'lirtLulirtizAcl'jduisut:netri:t60+,- -1E11/6 of rat,. rontaarticnonntiTilclier, to have short circuit withstand rating of at table "d" Erenradtaredasst 15 KHz. eteceYVaFtsgedetuoPmcaintain a set point and use a Er °,epT'tegtZ'ci' H. °:,-°„r,'Z',T.'1-`stPd7cnodri-i'e'cetcphoa:ecrai'fZ'r7stc°,,rerre'cei.,"3°Ssed7ng,:;nes7crdn:fneta't'-',IntEg'iPriviZck K. IENif /rD'trB',Ifptratr. Ilcooc:fder"OdAestvefirtnchnaciOnftercrt:tnetieteurnrtLa4iti')ugtiZli!taddrtipnritienc:o.ine, elialcsiTocrVe. tanafd:tj"nia17-1"ciCetng ecaniEl VsrilUtdddorWnnetIniYeT:Deenecrl d)Z.byPpr::.le ter"ndis f"r ern‘nd" E01: OILsi'Bitnie7Zafindse. d\xifIcaceennrolitaurlIZICI Ztn. P. PART 3 EXECUTION Instanlia.t'rhe eliencqrigiracIlenttrodicbtinfirIctroessi:reuncstrunri::eardttrneahn:Ziagtir:rd'iiet;.'s. 'LI' "inn in crder' manner witn CB: MI'urkeillsiru'rgctlaearttnecenvootrY:ro4taltBnClo.rrect cliirfectign when VFD and VFD bypass are used. EE).. Taletcerailcienrt'aelliecacf:fTO:cdnIrcie:te'r'del7neaelisn"cnamotor Zrnstraoltl:rrstaccteetargirl, i„otor F. Icolirclereensated plastic nameplates. Refer to Specification Section 23 0553 - Identification far G. plastic holder. AND CASING' Pd eu:rZt'acl Id'7;:cre'or;t,'ectNa'nZlr:Tunct'sfi,',11fcco'r ArSIZEPtearbTetto7d.!,',17Ite nd Submittals: PSrhtfcta Idgeori-cilalBgttiarngrildecerd actual lecanc"c " ducts end '"gc. Reccrd '""s "t"" I""" and Regulabow Requirements: Construct ductwork to NFPA 90A Standards. PART 2 PRODUCTS G:vhagzrzIrSr=i.hi,c1tJ,::Irfrufil f;,5025 and ASTM A527 gab/anized steel sheet, lock -forming quality, having G60 zinc coating Steel Ducts: ASTM A366, A569, and A568. a. Cleyaflex /AS, Engineer approved equal. 4. Maximum Velocity: 4000 fpm. 5. Temperature Range: -20 to 250 deg F. Hanger Rod: ASTM A36; steel, galvanized; threaded both ends, threaded one end. Duc.ork Fabrication: Triddbia=1.1ir-loevia"e"elTriel;rida,;:ungnea', Br ni-g"tCd Dsdecatl„-gntra'pera'tiSnt:npdrg rsal:fre Esirntcdliic: 'eld d"d as lunperter:sanotificte:irpenonerrnitthatt!'45"edte;Zectailil::ednecnerinysetrrZe wherever "'We" Ind'emum " 'ree divergence reilittcleecttaurrTisi fie\eriradie- aset 'wrnsreatdadrl'euwsni:Ica;Irilrrlivlisdsshidialrs'Eu'ii-:tilti:rartFgesv:11 "inlitcedri 'n \ Ains'"1 2:tted' BSVanacl:iTI.cj'a'itnnt's'esInisl 1Weir=r'lacu'n"dfodunrdinng14')cCefnnennetsed's'lipejdoir,sb'r':::crrortnedle'criCctwgedlcd1:cr liorA,RtIafii3ath/ChECUTION Install and seal ducts in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible. AI'd'ut"c:71,"'Itbet."'IedFit"r—de Acrratcrn tuir, Innr'dd'hil sIrdn'ts' tr:r5'C'f'erhensdrb'sd iroinrda,1ceboaertdnaaehniii-:1:Zthleocnieranann tTf'adcru rliericsitsrtidfcntiOnBs!dEdancVs'elnoneor'Pneidrieb%etifiobne:Iirg :fbtertlehpPlri'cda:iOdnilie IMnacytIvaa'riresqnu?"1,81eMn:\tfaoliicninEteeirennec:Ttrlintblhe 1":OrkicalacStsct'ingticaird=r.Mtanisntteliin'ffusIrtca'pdanciityablic2.ctinEfroarnt!'" Duict3„eiS alant Manufacturers: 2. Engineer aPProveol equal. Brheerirdeerci'Kei'i?ienc intaits'teZeOficsY'siternesreccOnraeclie =Melted! atent"trtniumietercl and cuntruilers. Br"' "et '" "e"ings Where openings err„rovided in in„lated dieuctwork, icnasul:ionsirnentgriael'inneederascnaVlerii7ure ded""t " leakage. Use double nuts and lock washers on threaded rod supports. Connect Mrminal units to supply ducts directly with rigid duct. Do use flexible du,. torriair,IecOif iclilis;rs to low Pressure ducts aired, or with five foot (5, maximum length flexible duct held in place with Connect flexible ducts to metal ducts with draw bands. rstnfnrocnen:itartueitegn'dtUrcchinrvbc,IrktseynsitneM7 d"ure"f "eta' '" Pc'et'lene °Pen ductwerk te Prevent censtructicn iiIIIIKftnmtcat'e'IrreccItudsnttds'irflrgngierceta"n'ccil aTeiddjuoinV:ttehnidit. exceeds in" "'nes 'n nen"' leneth made "th Schedules: IffTYr:SEsButi2e Supply GetnMIBEVIlleaEB: Trans' '1uRp,Ty7eILT'slid eetriuZiREV.,',eaf(i a:vaar,',zzeecdi :eeee DUCT=PRIZETIAJ:sE CLASS NOTE: VERIFY BUILDING DIMENSIONS FOR ROUGH -IN WORK WITH ARCHITECTS DRAWINGS. IOWNER SIGN -OFF: NAME -7(1 2 1 UJ z• <LU • 0 < 1 Z • 0 0— >— >— PROJECT NO: 19.08.06 ET SET: DOCUMENTS ET NAME: ECHANICAL ECIFICATIONS 125 COMMERCIAL ST. - WATERLOO, IA ET ME2 00 23 0993 SEQUENCE OF OPERATION FOR HVAC CONTROL ALTERNATE #8 A. B. D. "e a'r un'"A"u' "s ""ta'gtasi:eedlesc`t'IrsiIctef:tsa In3d"acr°seICPogncnsv'ilz7rt.h 7,,"3"='rcoc,°°13ecdtocr°V,es',,'3''Juudnel' ns"u and an unoccupi„ override butte°. The set P°int adi"t'r mustd bbeaisv'dftcv:iavrtred rnst TerstP;3'ipifnt7bPeTht:e Fti:ciriO)o.,„PiltPegartrgs e,5vaTin'earcaljt:,)#deesae„oint a. t„ roPpsenrsaiPo°,1';'ogr taen'aPdej ruastt`a rbies itnvPas'irprio-rd'T.Pst7astPleeabsPt tcTu'r Ph' `oTtr:1 ia,tsii " 2. 3. Safeties must be hard wired and not depend on the operation of the FMS to 17trhke building fire aIrm activates, shut down the supply fan. If the air temperature over any 12 -inch section of the lowtlimit t3b5eFrb(sacclItIttst:PseurriatiZaancrsZtsth;Ird"gesIoduetsPifZirbcei:,nbpl'Pci= When an icf,rtfhE:',d,,,r07etnhTner,lubr:,,r,,i,,s,Te7ir;htthsaent„I:btz„eptztnuirgeh,tarTntc,,:ze,;--- 2. •il'airtiP#1 outside air temperature is below 40F and the supply air temperature falls 3. Itsfelt1PnOi5v7si`daedIa:i),Z,Zuesi'atreains iaa1:1`ornw.40F and the supply air temperature falls 4. IisfeIth:Zia`iv?dfla'n'c7ass7taitr7dIrat'p'se.raTtliisSi ':ftaei'rtc!`nVnaa'rai rdsesci on or co„ti„ues 5. ti'Isi:n1Z,ZaP'rPers'sauf,!:rdirpP'esxacPede'dds Of:5' iannVV`'.`c'`.':j7fil-aMPo',Se than „ E. The A7ItTitnecfa:ensnilalle=naloscacIt?irolisesil and unoccupied modes. 2. -IsrYh:ttiZIciI:vY,:i'vs:ct:c:1 transition from unoccupied mode to occupied mode ran.ust:teartthrttgAbHUnnbotirfVtshtaarr,tt'S','vt,lir,'veuies and no further tha„ two hou„ ToFc7uPpliZi'vzeeartignPgaast tpPoihnstyciutrFi'nPgrgiP„siii'scsoPIT=h;TnPd 7,itshfinF of its 3. The reo'cocrunTiVr,`,Z'tra'gt, 'f3"'otv,ri'dnegbwuattT,',,r,aht°,t3:1,nteheurs.ed te initiate 4. Th`e'PAli'lil 'irn,=es to unoccupied mode when the time of day schedule is in , ttr=ta73:1.),ZZ''' TVhueZ',Y„f's2r3Lnd coci. se,on may run on demand. cc!: Tlisn ee ZItti,nledaal rnvdpaerrZvrvaT:p'se ns.'"ed ib btr'sp°,In't aarndd :orZP:t,g'eet rp°07t,trsZarteitsun G. I PPIY fan oPeratesi ts'" """P°1' tree7ssearbarthe ersoc? Insv713: (tae`mVaratu re set point, therPsuTrp7Zt`r'uns. Ife''4,t-Fo'i;isvtsPnlypfeia;ruresi; ..een th„oom cooling temperature set stops. If the outside air dewpoint ature falls below 60F (adj.): H. 312.ese-tTheePeu'liairzIr T`o'iiPnga',rnIxaerd'sPa7rrst:naperature set point. tae.mis-errhurrees;bissIsZrsia „ery 15 min,„. wh' 'utside te'ssPerature nPirs rav(eara''' the e""P"'"r c. ,Visi°,1;igthsse'o'udtsMtrP:rrZ`e'rr= l'at or below 6OF (adj.), the economizer d. cAPstosusItIdeairrtteennaPpeeriaattuurree sveatriPePs%6'6DOF=5.F, the e,nomi„r J. rf-iT i.--, to night mode, s.ge the electnc heating section and cooling Poi.. irv):sIttubt::aatilrTers41Pant'uiT:."Pc ""'Pn a"d ec"°""r t"Perat"P dern""t K. 1. When the outside air Iorezo:zture is above 45F (adj.), allow the mechanical 2. fl'stnngti!iPe PoPnVdt:X temperature is below 70F (adj.), allow the heating section 3. tvPmPePr7tlavteeo°IntstrePaciainrdtemperature is below 67F (adj.), allow the economizer to Disab.-ctiieating section, cooling section and economizer from operating at these L. PlInsetrtia# 2. ,c.n°4°,1Pngthe outside air temperature is above 73F (adj.), shut off the heating 3. ‘7ticatPnnthe outside air temperature is above 70F (adj.), shut off the economizer. :heer rePa:sgs Pseercatitry fabw°dwtcti boep btg scti 'triZ etriseP reaattPi 'n'eg sde:rnrdt: Ife:errPaPruPretesrartPio:Mr'snsneosrePstPhr:ntarbn ,21Put(eas'(a)4rav„%tItierfbi`esaPtilasrcio„ I t'XISebn7hne'vse:ttnega:tisosnntu,enss(g,s,' ?ivcsuPattheet,Voe:erbia,tesaetcttia'sn'aintain the N. W„rSutIrroa,rvvtiPiZ,TM'esZsPa=ihe room coolirig temp„ature set point, b. L,e„Pct'isv'PeoPn7irn7zt:r7sa;Ia'"Per '" °PPP' secitsr:nitaiTois:atpeei!'cict':IednetacilrrnParn'g nrtbheetwmreidI air temperature b. Iii',':i'oci°rvb,stnesrivz,eprei'aPtPu'irbegfaisiisti'artr,P2etaudrje.)tiPo°;;Ptte room • t t t•t place the outside air damper at its c. "ZnZiallti Itsh7TePtrn air damper opposition. Page 199 of 383 2 2. '1-'1911hrt.T1YdP2r°jd'SErPlit)r0'3ND'Ire-ar01 RWDERPas ER OUTPUT, Y1 =TFIRST .DER FILTERD a OUTPUT`AND SECONDaIII IIIIPUE,ZoNLI2TIFENIE VARIABLE INTO F0',%Nps, TIME CONSTAThit.It':-Cgootion, never SAMPLE TIME IN ennlog fun,. m t -r) is the ea.' eiioweM`,I 1.0 yo ,s„ood equation] '1:rd2ecciPunatit':UnerjO1.1-err7rA311 cpPorZcstrtZi i',;leor,",7nveust PPIrItcsi Lolstc: coTbetrPo:ncltsfrPoTab-erilenr 2 ot Tier 3 cont a'ntabrIonkeacbh AHU dedicated graPNT. 17Analog Input ONI) atere ,P,c'ci:tteeZItetesetlarsagingse.or).acedov,„ c. SuePltIlY aT tenTetetare 'av de. MIZIPI:'rare'd'ri7ZItP'"'Per:-taCerlaltecl) f: de17,°;bZehnisdPitY (global) (),iurTictI:racrifrf:rential ,ess,e 3 9 oq Output (AO) e, Desmen a' "'Putout 5. ic_inkage b sDen'telCstniiilDroTmArt'hTevL'ICIaltEecVgraphicpti-ioEtPhAtiTe3o)f day „hedule ALTERNATE #9 A. The VAV air handling unit (AHU) has: vIDT:=7" "P B. Th5e:AHRt's7tgovr7i7rbolvd7deecco'nroslasVufsatsprfinPvfthe impmtant control functions. 2. SPu's'pnlik'z'ctt'Ps`t'atic pressure control using the variable speed supply fan. TaibZ fclsott'i'acTapPeagensebit;Ysiati-tbrsorf Ivs.sc)tgna.PIItTruf:„Pi 't'oetc"07373'3',e, itr,',P3'tt3sr:tir7t:sAt:',F'0,ar'isc.°r-Z'sAXd3,`"3°3rt'litp'ercs3e,e3c3tieedahpYesrier,n,d, vt,iti=atrsit c. T. ii-Piiitslalfaus'is \c/trDnssnaysii!t tbbeepPr'O'l:ra7arnevendstatPrti'i=l7 to never run slower than 1„z, 1ff aa PpPorilitt aaibaee eesId ((PANIIIsU)j, tt'lliaatt PpPoiisntt rreessliddeess Tittlisiee PAN;It's facto IFsitstsivSsItIPVceirdb(;NtihseapdriO),tXtrlisnPninT,IgssiunstthbeeFaNdiljsu.Tbtefrp reach to the AHU resident point through the integration. The values 4. r'aInpPoisnttsfl:ulaslote°1„Pt(l'aegn.rtiln:Itseprioant.vitPrrin:ay be adjus„ble from a user using a IX`cIcen`vItiTcntte".Pilss:cl-irs"-setIlnnd. PfthPe'vnatliTeasYsstdblativ:sss4plueetnIscrePuaiP:iead'sitsaratiti„ points. The FMS contractor must adjust these values during ata „LOP tchokIirnsizeet the lufsaerPs°Mbavi,salcalibu's-It7IA(OD)RoArPtI-olIg`gt P(Iil.tb-ePlivbatl:;,t,1:Is-Ttagtreacittl-SPsas`e'tqbubernsceedare =,`Ivv:ria'ngtrPo'ro'itose:raTtib;.PNI7ticaPePiroaircerre's'ildu:ts iandthset 'f':Ic`t':,Sydpurr:l:tdarc'ouriPtrtiasis through the integration. Pi,r-Pov:Idee Pdriteirr'eneti:iis-„P`s(usrPe-ls'en7otra I(Ied4-1-1°)ker"21. a. Sense indoor pressure in Blackhawks 142. DP Tbi.AH`Prro'svZI:f:Trrn71Z'sfta'cntilruy7rtohs;dfe°c:IPc‘:„Tc'il system that executes this se., , the 2. 3. rrsotIZ "p'etr rr'3e3e3de,t,° rce;3usr3"s'srh3egd3i:dP:ti '3),;:',,Ttnt.rr?" interface to the FMS using BACNET TCP/IP or BACNET MS/TP. a -trhb:LT'scartgi';'scrornntt":idbeba'agbu;et tcPa tits, runncrceattet tchrr'eeci, iaecdal'Ireottobco I 4. Allow all AHU resident points in the sequence listed as (EMS adj.) to he adjustable aa sd'filesIrYerc,ItYclt static Pretssure tr4"s'fmttld• r r ntrol F. Th6e.FM=strator must i'l'iciPurdstLh'reeforlionvS'i',sv'gier Pr '"P P es" e " ItIv'setan',!L ;'rHor'n'st,SP,PIsYtnIrunPtr7tre'rtri!""r: T" Pm' sb"tra"°` must P"'" 2. cLtr:`Zrridnquusstt PpriPev;Iirteb:tt"e'rrili2aPt:car01ctinhraty1:,PtAt-30TefoAr'ItIDe outside ,r b. ri:utrheePIvcilnnust pressure attenuator et the top of a „-foot-long Iv' EMT that is attached to the side of AHU. 345: PPrr'sovvddee ccuurrrr:',Itt aacctt'y'satteesIci ssttaattuuss fforr tebaectSupPrPeIsYsfuar'es.relief fan. 6. 7. 8. ,s,Puri''.3)°'v'ivi'',d3et'ac3t,m:,°',1u,`-rt3ei3ent,ti°31,ghh,rer:s4su.su.rerePs'3sifet,t,''.'epPsi:lafcc:e7owcErt,nrs°3se'r'st73hr3YA,PHrr3`e's.ssusurere.tatthtehe 10. '-'rtrmdsucnt,3Ttncl=7,2°A,hi7=dePlaaiecitahg,:f:,",::nctorr'n'13;nand4t A. i„ ri'l'it:3-srehcrtir,nrgY3,bhetitni,e,tTaVohnt,t",e.ilrac,Ttlr.aftotrh`uxs'tts,tciiredaer3n3Precir,.`,rrric't rctas'ectihaarTtin't'usrtrtdciaa'n;'prrfcZnpsZ',;,7'p'et'n"„,73,t,Tr3ardtn.'"r"-I'''' G. AIL.1 Prostaef= Fun,ions in the supply duct (PS-1):ises above 4.0 in W.C. (locally b. c. f`I'th)e sur th"Z,I-7(rSI2').ftaulr:bf:lboso; -2.0 i„ W.C. (locally b. WIZre af . Iaal(nat,rhuses,a,IaIielt:Isararrzure drop is above 0.3 in W.C. for more than 15 minutes, 1-1 °P-11.1MTB-InccotrItPInvsands the AHU and EF to OCCUPIED MODE or UNOCCUPIED MODE a. The FMTle clock indexes the AHU and EF beI,,„syie0d1UPIED MODE and DAI.w`Tchue7nDe "clico)Ic3kEtr',V-rtiPo`Xor'raita./tiOnasUiP`IIED MODE to OCCUPIED MODE B. 't'sn`d's:xbtbrAX InacrEPFProsffli7irr,PrO"ZOner than 15 minutes and no ToIcs:uPpl:gzeeartii7gast tpPoihnatvciutr•bnegTi=ncloPI:Tot=',Innd witbhfia'1F of its If theP`AcHIP':idn=IlettZdttsialutrigo‘C7,TPVNitZaatIn7ir user Pre„es a thermostat's override button, index the AHU and EF to OCCUPIED MODE until c. Pethcerrndpee,'IautruartPast Tiges'rr2:ms' thermostats are below the set., tensPeciriStIC'eUrg7= abP" tbe setuP tem'ature set "int' 'ex the raPrns"ratetunrePseraareturbeesl:r/etgbeZblettbearicilisai'antliffasteu4osireitt,Picr'ilartihdeakI,Inri OFF. 2. If theteFPM'Secommands the AHU to UNOCCUPIED MODE: se'2,sal,jsi.ft.,aIranst,PaPS,ps down to UNOCCUPIED MODE setpoint (half the airflow e. The outside air darninp,eerdr.nituates. 3. ft .f theT. AHU M OCCUPIED MODE, or the AHU returns from a Pablif,:t'Zply fan ramps up to maintain -0.05" VV.C. (adj.) in Blackhawks 142. b. The exhaust fan ramps up to OCCUPIED MODE setpoint (full airflow CFM or 60 Hz). --rrt Z;ystfLttZP0idoadnuT;°"" Tlisnee IenadtrnestauYrnst:ied:Irsivdp:s may Modulate. Tbet.FmsAP7tiaaPetitsbcr.',VId4cebr:rXetZPpeoriiavttPa.Z Po°':0e air temperature changes. Tf7ingttirlds:Patir'stInPvisaeereavtie,2,' T'onru;ivsio.ve 65F (FMS adj.), the discharge 4. tirstshPeerosuttusriltPtPeirnntpi:ruPr-ePita:iLlinw 60F (FMS adj.), the Mscharge 5. ZsbstrieergtuPtrsdliTebriltvi'aseaPtPm=iaeds'f)r:or„ 60F to 65F, the dischar„ temperature set J. T. FM8"ein'taetshneecaorvYoTZenr6tiDoFiatpPer5a5tFe:on demand if the o,side ,r temperature is (EMS adj.). thesetPutletha:o7si'Icsl:r:ut:iSr;perature is above 45F (AHU,adi,), allow the rnechanical cooling 2. ti't°hPeerosuttesi'Z t„ii.), allow the heating section to HP,ProantteroTsli`ts:Itiballeictihe heating section and cooling section frorn operating at these 'rIetrhnePPoruattsMir temperature is 2F below the mechanical cooling locko, 2 t''Perstu'' "`bsP'calb`PPITIVP. lectr, heating lockout temPerature, e a °ye e e N. The 2 eratreiboeffPutd"'"'" re"' ('"'"`D air dans"' ranreprel!itsorr;c,r.',t7`0'3".P"'"' p.si77373P,7,:13°,3adn.'"-"' ti,e3PheeraA%ecaotnn rs"ri'vnotdulate the electric heat to maintain the discharge ternperature at set Point. (V--2V.-Cr.hFiS adj. GRAPHIC) R. The mu Ppnt`P's c'erate the bu'e1><I'hrlaguIs)trZ`s7pce°encltmai„tai„ -0.05" W.C. (adj.) i9 PB1PadcIttvevit,"s'etZPPIY a"d T. PT' 1-1.PPints in the AHu 'ntr°1 sYstern Ilst'dtberreti(O'n'IDe)xrcneupstttlt caPzra72Ine'ctia;"7„1-° itnIsteegFrNalunsiriPThbotsheep'Osinet ranust 'only be corn m u„ icated to the M 'Y P°'"ts."InalectsetsoIriblYirtibee AHiDonnoar"tuhf:catTdIri:n'notrraianl.red aPrO'inZtfcr.P`tIl'ilIL7Xtr;atItZ are n, avallabtlePir:tthe s.ndard int„ration. Ppb'nts "Is7e'nnc'elsZeaasr(PFPNIt;seadAjI-.1:Bs'HcIadmirsatPabp'(`;ear o„he deZ'aPttesci'Pgrtahil,Peven if not listed below. Analog Input (AI) Oeott's'rigeaarirt='ett'ure : :',PcilsYthde'd`tb, 5. Analog Output (AO) sLPniluYsftafnsissien:ce'd 6. Digital Input (DI) a. SupPlY fan „atus :',i'sviluYsft„v:tpataul:rrn 7. Digital Output (DO) a. AHU OCCUPIED MODE / UNOCCUPIED MODE EA',312co'rlus:rdrePard':/nppenbut / Closed Diact link from the dedicated graphic to the sequence of operation section VAV b. 'iiirect link from the dedicated graphic to the tirne of day schedule. NOTE: VERIFY BUILDING DIMENSIONS FOR ROUGH -IN WORK WITH ARCHITECTS DRAWINGS. I OWNER SIGN -0, NAME -7(1 2 1 UJ z u<LU z lo Oo PROJECT NO: 19.08.06 ET SET: DOCUMENTS ECT NH A:NE ICAL EQUENCE OF )PERATION 125 COMMERCIAL ST. - WATERLOO, IA ET ME2 01 DIVISION 26 - ELECTRICAL 26 0050 BASIC ELECTRICAL REQUIREMENTS "e electhicoVaZ=Z:Zg:thsaaloccr=in,t-74111—) " the "11""": leeecttnrecaal PT:set*" mee""idal eggiPme" rlOver voltage services, including device pathways. ';,`,1,Yo:ranssoas,','Tond'rr'eto,FIro",s,==:°a`oui't'rearl'orrtoTicaa',',Yroa,:r.`'ated"'tht""thP'ete""st""'"'th's Lii:TaafrtcaCioBdtie"d1V"FgeldOel ""' National Elextric'Code (NEC) NFPA 70 .ildneg?eh-4nProlidbinivngt.agCeocSiecnIni,sa ',trnsfei lets: ria'igi:ieoirbtgPokrct'l'inagt.d a 1" EMT "ndeit with Plastis Pdshings 'dye ass"sible "di"' Pnevide blank M"Pia" cdven Z:abi eo'rlrg',`,1gpoc,°enosttOLOctt'rce'Listehdeoc-ic'artgta.,,t,:hdtioeic<ko:,`,'.d-'gre'ro'ottho ':-,vaniileoandr'e:',:ftheex:tZroest,',Por-,Totaitorrolt'osrtet oT'oZowartieerri ro;',11,:san,t,efyo"r'tic„he 'tolTiseg ocTilerZoa-roloaor°(Lialhdr.t,h2eZdeut'ot:).`a-IrliltroaoYostra%1`o'ralh°aTs7arreyvrcaeos4raansosei'oltoso mu" fireti'orotnihkethr:t:rdoict're=', Zonettar'anotohoes.rated '"tegr'tY " the icoor:1,,si,c°i`o,FiFissohlonigrE.alit,eoeu iadmacOf4earael'araarit:anal:rraet igo`f"g'elZrIt,'irs,rhkeod,a oship or ma ,n6st'arlt7o,T1sIET,R)nleCe'ttl1NE'C'AWStincdNio'f"Ir'srttill1=Nfik)la'otin'allEEtctrical Contractors Association). Fd°;,'Z'sli'agnoTolloc,abrZro.;i'O-icaulatss:`;'rlaat:t.T;er,:,eltrnarPor?'d1,119orarnodr:Iaeoc,t,r'Amacs:gouo'O'rTueor.PZdoeraa„so'iliaierco'L;',`,)a,",eostrst;:ongth,Ttg°4f:2'101-oeiYohaadsse,;:d'cat'oros:,ore°_`siszear=oetreatorf,',co,V \:nr: erg"' dis""di a' signal circuits "a" have cdd"t "nductn" and "a" " t" All standard building wiring shall be THWN-2/THHN. Aluminum conductors are not allowed. Celenln2e0d/e2C:P8Vi,d3ilthdlihs41Ns: tdPifidaws: A — Black; B —Red; C — Blue; Neutral —White; Ground — Green. 26 0526 GROUNDING AND BONDING ,r4tR,ii'p1ment, lighting, devices, and metallic conduit systems shall be grounded and bonded per NEC 250. ROD ELECTRODES iMdaniinetiaereItts:dpea,Sasti'oan io'fea5tilgeatd=tgutsneoVrrTrteeLtin"2"07euentt)b leett„getien girZenadSeoicluelnertnroadiedsi." lengths et greund red elentn"es " ""in" td meet and "hi"e "esi"" resistance. GROUNDING WELL COMPONENTS PsIncgirdeesiesitlennerittilin"NOwl111,1111a/teiro::cscrCemge,d,111Peillndceolveel,eestuni=lePfrddeesilg2n"aeldTr;ff1,;:tniirt:tiVie""terdffir:itinit:iflinteei4Tn:nereingineen aPPn"ed ""ah Pt"ide with "it "tad"' Idp""t1Cel-ncs17hSlibe i.ntassdell"de 111467t and bcf ic111 hsted ebseecOintah 2lia-ilignvnvetrliattheennsiftaecde's beni tginInagd:CireacTschdanl il'reltdgussheagabl,e/aiipcnicdoartreodsin dbdyPiciniteanct‘Vittitfe adjacentPdTs=Pr"naeteri:Ins. eir in e" e use. dd"ec e" a" "id" s a P C"nnle_qt"i'h II b It B d OA S GrOsuiSd% aeZglatioandng shaelng:.inalleable iron by Thomas a. Betts. PGgr):UPn'dditZIDCrel‘n,:nbde tsil) ibinedYR2";r9g.eni" wi" "'die "mi Pn"si" "n""h ItCyjdNepetzhl:IMndrilDdEel connecfions at all locafions that will become inaccessible following construction. This includes in -grade connections. co'r,Y,;goro't7titoPi:trsr:'omai7oti 27aradovsocahhIsi bneernsaTniurrZes tnncs"o7 IranCY:ngarloPuanncr iecro"deenaptZrTonCno=ctiirteos9 =dna :Ige"ctir'orcOrliqsZtioirghtWsln;e,"'grreoiUsntcrenIteecntsr'ogretds;ttheenni .ng FIELD QUALIN CONTROL ,tosZtlaebni:lattZtniStsninng7herall'-to-dpibTetrttaeltsZd"""""tid" M "te"tine nesist'" gre""d "'stem. "'dim t""g a"""n" with test in"ne"nt mand"nteten's 26 0529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS Installation shall meet NECA Standard of Installation (National Electrical Contractors Association). Zecir:osottrourcatiug:',7",tss'eubseeaZra7,7a7,1,17JeTra:rteaocet,rd anc"" end Preset in"Ms. HdSilloZctl nrnin:grn"Y',P1sstell:nedtrigglinnn=1-tOirrs'ailTCliepZseLitsien=le "its a"d "ste"e". :end releertaoi:Zis1r,tono7ITicrecvr. FECOr"naMen=hCatrt,Pn1eZ1all be galvanized steel, exce„ in pool areas where aluminum shot. be used. Page 200 of 383 26 0533 RACEWAY AND BOXES Installation shall meet NECA Standard of Installation (National Electrical Contractors Association). CONDUIT REQUIREMENTS flPeorwveerhc:irdtt2:,,,shhIlbb:Rritimcted m EMT conduit where above grade, or in Schedule 40 PVC underground. Conduits CAEIII)4tTll-frittTid7hall be compression ortype. till'idputittts-rslrbteRZirinSn of 3/4"fo„ower, fire alarm, sound, controls and lighting. Minimm of 1" for tgenccIduTtsmfuonrispaotivneieddie".2,eecra2hWrsiit shall be galvanized rigid steel or intermediate metal conduit. Conduits over 2' iPnr,TytesAallVd17-aPugli.1 PfiertuVoltrEhM"TgOr ap„oved equal as follows: Fire Alarm — Red; It'oit‘ihipcltjersruitNaSb-lrelLtrf'ITsTirN, in ea, empty cond. except sleeves and nipples. PfE,eal Ftil"orS'V'rytiEnagtees'ecc:tsb fisegh erPeorii dnedh ocdo'l tefst h'ecrdl o'stuteer?htt'orr a'r?;Cta7 lb I e's ed'se. k:is n:crhseFn: Celt. 'dter:sr. 'ann iipt,ittyeansdrddi,ntiirnednebtyr,iendM:ab:tableEeicetnriiCia'rtCeoddted. "mit "n"stdn "" Ms""" maintain "ndtistdran"ene Itaiia)lildnitclZdati4tad'Ia,ceedwtgYc:lisrtegitsminnp:rctdrnirst:siMe with ne"inements " set "rt" t""ati"nal Elec'c Cen'it rfOirngeclinaedsestiobfiewdatliltineatt:iea I:" sBgatCPciletob-ILic-11/o2r"tldfieleghe-'6<.= Itadoxbees PsnheavIldnecPt tbvethu;:ids.edBgve:t:heaPH be staggered on opposite sides of sound and fire rated walls. lAnt reik"tsedrirbn,YlgrcliPo,"sn, ehda2"dnoitlelonatts j‘svee FotngshalYd 2c-c1n/c2reenesilianlia. -111/g:2.:cnlirPUrs"eagisli'briMe.s. 11A1,71!L'A-TSE7N7LIIT_IS'N "A=raatte 'nwatrifie'pilat Icttrethedis'etseketnri;gnrcdeuist II be labeled „ith the maximum available fa. cu„ent and date , \PA/VP:121r: d" the sisei. diag"m. Write2n0n87O1 sfig‘rricnItennarin7daencirnduer=)Pdx ("et e" "vice "yen' Fire Alarm System: Red :PlaYs,deegiPtehnetebl:belitnegniViZilfreireileselithlienrete "sh""i"'"et "ghts' alann'siginal ndin""ents' a' 'mil" PANEL IDENTIFICATION: :TI'len'orbneelabcdcenpdalhea." " gn""d with tYPed uPun t. H4n4wfitt#n marking 26 2726 WIRING DEVICES :rZtuarcatssh:I:teatheecrO'n-dpillatLsgi'creic=rd g;acdoed::: rodtidnegrted ncl:tviclecsirvcvre're Fbl,; earrnetdhuennclant p r Receptacles shall be equivalent to Pass & Seymour #5362. Approved equals are: Hubbell, Cooper, ewe GEO receptacles shall be provided where required by the NEC. INSTALLATION YksiefEtrtteITelidata-PlEinRdPul=Llatfed in ma"' wa Hs. tfrinsitsahnefroPohrt.irroCal,s.dMirneVhe-aMhinWle=eTe"ealtaeo‘P:IrrIds1"aZIPfldotoledhd"" " ineh " "nter a"ve -1t2:st EofeLsZ7faaSHWIaleTSCclhaT:der El„tdc. 26 2913 ENCLOSED CONTROLLERS t',,i3SL,r1gile'lrEoreic'tf,)/TeEleTyPcieEs I/)SPDs) internal to electrical equipment. ie're:cl'i-eoefrcd",:itidoez',":1-711:vdOckaagnenstetrcPoeunrmeadtilaneefertb7 =".""""' with 'di' alai" Mt indmatin" " Devices shall have a 10 year warranty. INSTALLATION: \s'hhoge:peoisnsi=ri.ssCplebeeleiddst.d the 'wen 'stem with dab' "" deridudd" " NOTE: VERIFY BUILDING DIMENSIONS FOR ROUGH -IN WORK WITH ARCHITECTS DRAWINGS. IOWNER SIGN -OFF: NAME -7(1 2 1 UJ z u<LU 1 Z Oo >— PROJECT NO: 19.08.06 ET SET: DOCUMENTS ET NAME: ECTRICAL ECIFICATIONS 125 COMMERCIAL ST. - WATERLOO, IA ET ME2 02 voricr,a, BLACKIZONKS TRATE, L0NEFZLEVEL MEPT DEMO PLAN Page 201 of 383 1E!) ED MAIN LEVEL MEPT DEMO PLAN DEMO GENERAL NOTES: A. CXL?)1f40ENLIDDI,,,ZEIFI,AGS ARE BASED ON EXISTING AVAILABLE DRAWINGS AND SHALL FIELD VERIFY TIITSJITIENANCDHIIITIIIJ'D-EArl_ERLEECTIII'1221-DCECM)NOTLIR-AFICOTN°IRNSTHE BID. ,i;),L,„1,_cRuEmQEUNIRED DEMOLITION IS NOT IS THE INTENT OF THESE DRERUASwEiDNGOsTRET=1:11;13EECRIE',N1110CVAELDCOORDINATCEAIWI-TrEMS ("T ARCHITECTURAL C. FRTF,EuRILDN4SEPNETFICATIONS AND OTHER SHEETS FOR ADDITIONAL DEMOLITION D. F,,,EENcli.DiVA,A,LALLEEL(E,,CL,IiR CEANkLTCTCo,N:EZIZSirRING, AND CONDUIT SERVING ALL E. MAINTAIN FIRE RATINGS OF AFFECTED WALLS AND FLOORS. DEMO REFERENCED NOTES: IZIT:CPEE[12=IIEET.IFILTEERZATTE#D87SMAECINWEED7D. "RK SHALL 2. REFERENCED WORK TO BE PERFORMED UNDER ADD ALTERNATE #8 :Iiltlili;414FE:liT=fiE,:iViSNF.tElECTED, REFERENCED EXISTING 3. REFERENCED WORK TO BE PERFORMED UNDER ADD ALTERNATE #9 (44,1,,,,,,4I,FE,,,IliT:=T:=SNI.IEJECTED, REFERENCED DaSTING ' '37,ZPA',1`DTggINIGGEQ'rs,`,T.TEsNE,RAY:1,?gN'G'.1`Rj-E3N.4=°,\LT:1,TATED (C,CFMRTEFCL,/,,L.:,..g_NrITcRoO±SmA0C,:=ORIES. PREPARE EX AHU-3 FOR INSTALLATION E)i I<IDAHRU 1-33A,111)11:L'A'SZIJUC-13A=LCLORNET"R'O'llr_siS. rEITCTIAITA'L'A=TCn4M"E DUCTVVORK AND PREPARE FOR RECONNECTION TO TCTSEOERICEASC, EUL'EDCIIiII-CAAS,LTClifIPTIE'NR '81,T rSurS'ORPIlg. ,NG CONTROLS 7. nIgvuEiTE'8`,==.9,u,CATET,TsFfRuiliju-IR.E,A,KpEARN:',_%ARL'its-ZLI;iE.'N' oF NEW BREAKER TO SERVE REPLACEMENT UNIT. 8. REMOVE AHU-3 MOTOR STARTER AND DISCONNECT. 117,C,91VREI:ATAFCNCTSUSNOTI:ICE'SE."M-rNSTTA rNn.SIIEDTAVTEE IrggAMCADNNDT)°,1-LISA LTTD NOTE: VERIFY BUILDING DIMENSIONS FOR ROUGH -IN WORK WITH ARCHITECTS DRAWINGS. IOWNER SIGN -OFF: NAME -7(1 z 1 UJ a z <LU c, < 0 <9 Za z o 0 0- > - PROJECT NO: 19.08.06 ET SET: DOCUMENTS 125 COMMERCIAL ST. - WATERLOO, IA ET NAME: EMOLITION PLANS M E3 00 ®5=HPZR‘ 8 @S=1PgEA'R‘ 12200TPRELNUFFIRFANTRIr EXISTING AHU-3 HEAT AHU-3 FAN 0° 1 \ a 0 0 ,nill H mR-rR H -- A 11 Cb \ \ i,iscpi\iNvET,TR°A= ° 1 illr EX 36"x12" OA , , , 4B e 4# IFINEW EX 42"x20" EA • LirEF.to!_EVEL MEPT PLAN Page 202 of 383 PITCH POCKET ° SzIV!IIIT\ ''CCHCPG') rF'1 480,',C3EPL/1235SA SWITCHGEAR E -1 EF -1 2°1841TP/J21E BREAKER AS REMOVED F,61 0 NCN -7, EE 0 mivNiTva MEPT PLAN GENERAL NOTES: A 1„AoYTOtA1LFLA.NFDF,REOUTING SHOWN IS DIAGRAMMATIC AND SCHEMATIC IN NATURE. TS MAY BE SHOWN. COANTA,CRIANVTFALsVERIFY EXACT ROUTING REQUIRED AND NUMBER OF OFFSETS N B. MAINTAIN SERVICE CLEARANCE IN FRONT OF AND ABOVE ELECTRICAL EQUIPMENT ';''Ps'IZEIE2EEZIDTGONEGQIUIPIISIEN'ILILIIE;VilkFLI'LAITITOIEIRA lIgNINFTDRNUEgIONNLEA"N" C 2,,,,ITs1,1,11/TGEsTpHaNRIO,S0TAR,TolutAITNI,ONS WITH CASEWORK, WALL NPES, AND ITTEUR NTEOETASL LON' /MREEEN=IC_ 'OLE %NE PEMQFUN -PFMSENNAT-LFCF; 1,1'%LINNTTEENNA IN)1C\ W A 1,,:=UTM0ORFZFHZIIIVNG VVORK. VERIFY NEC CLEARANCE REQUIREMENTS ARE MET E ALL RECEPTACLE CIRCUITS SHALL HAVE DEDICATED NEUTRALS. REFERENCED NOTES: 0 IggrrLEADLITTIZLT:EIEN:ZITERDITAuggA848:881:.AICC8E117418,88NT 1178AELI-TgEAIE878818sTif;:E8c72,8=E8R8E Ininct:14i1JfprILETNE-r7"8 #8 'NI'. ACCESSORIES SHALL NOT BE FURNISHED/INSTALLED. RE FERENCED WORK TO BE PERFORMED UNDER ADD ALTERNATE ONLY. IF ALTERNATE #9 IS REJECTED, REFERENCED EQULIZI.ENT & ACCESSORIES SHALL NOT BE FURNISHED/INSTAL 4. IpNRS0TvAiLDLERZvAgli,IHEDNEITN;)AK,ODORL,I,INNGpCAONILA,1\ HD EXISTING AHU-3 COIL MO,DA1+11E.ro NEAREST FLOOR DRAIN WITHIN MECHANICALZICNNG. FGNTE EGNDEN INNELIASLELCITEICrg 'CEO N'ICRAN 1;10TC'C'FOILIM-30. .GPTOHU R COORDINATE N. PAD SECTION DIMENSIONS') ''XCIF:IIDNG*17')U'C'T)F;STEOT:11/7AIX-8)1171EJTC‘TNONAISN'GIESSART RECGNNEET 7. Fst:RipTiEIALIAL70PRIPF1uNRGT,AiNNUrcifmEIADTFit,E,TESENTS (21 REFRIGERANT CIRCUITS. 8. INSTALL REPLACEMENT ACCUs ON EXISTING ROOF EQUIPMENT RAIL. PURN'ITII:EN:AlT1FEZE=ETITSIEORN%NRENF=1E3R. INPFGOARTNEAETTNI.RE'S F" NB' 10. ITN0STE,t_TS,ITGA/EEGI,IX ,A:Irii:F,AiNcli7v-c1,..0,N EXISTING ROOF CURB. CONNECT NEW FAN NOTE: VERIFY BUILDING DIMENSIONS FOR ROUGH -IN WORK WITH ARCHITECTS DRAWINGS. IOWNER SIGN -OFF: NAME -7(1 2 1 UJ a z Iu <LU • 0 < Z O 0 0- >- >- PROJECT NO: 19.08.06 ET SET: DOCUMENTS ET NAME: OR PLANS 125 COMMERCIAL ST. - WATERLOO, IA ET: ME4 00 0 DUsAL,CIRCUIT CONDENSING UNIT HIGH DETAIL EX MAIN SWITCHGEAR 2500A, 480V/277V, 30, 4W • 90A -3P • 20A -3P • 25A -3P • 25A -3P 0 ELECTRICAL RISER DIAGRAM 1=M INSULATED PIPE 2 PIPE HANGER DETAIL GENERAL NOTES. A. MAINTAIN ALL SERVICE CLEARANCES REQUIRED BY THE UTILIN. B. UTILIN CONTACT: MID AMERICAN C. INSTALL ALL CONDUCTORS PER MANUFACTURER'S RECOMMENDATIONS. CONDUCTOR AND CONDUIT SIZING CHART CONDUCTORS LTHWN-2) CONDUIT PHASE NEUTRAL GROUND EMT RMC (3) #12 AWG #12 AWG 1/2" 3/4" (3) #10 AWG #10 AVVG 1/2" 3/4" (3) #3 AWG #8 AWG 1-1/4" 1-1/4" AHU-3 MODULES 0 AIR MIXING SECTION 0 ACCESS SECTION 0 ELECTRIC HEAT SECTION 0 COOLING COIL SECTION 0 ACCESS SECTION 0 SUPPLY FAN SECTION BARRIE1=/rOZLK 2 MP'9Ers='= rd)DIZ=PAEEV. 'A'31-MH(F2IDRE PROTECTION 1°R2=0RAAR7A,G,YEPZ r,=,.r 341 E\A/BIARPTIRRIP --..-VsyrOuODD OR STEEL 0 10HOUR INSULATED PIPE/DUCT AND 2 HOUR INSULATED PIPE DETAIL 0 AHU-3 MODULES AIR HANDLING UNIT SCHEDULE UNIT AHU-3 MANUFACTURER TRANE MODEL CSAA014 72.0"x144.6,41.5" N1 'PROVIDE UNDER ADD ALTERNATESN#80AT 70.0 A 2. UNIT SHALL HAVE MIN. SCCR RATI G F 5 w(ELTsE,'T 2,053 A 1,12cFgW T SHPZN M op); M OHTp0 R 6,400 2.61 1.00 3.69 5.0 EXHAUST FAN SCHEDULE UNIT EF -1 MANUFACTURER GREENHECK MODEL G -143 -VG 2,220 0.25 1,296 BHP 0.44 HP 0.75 1. PROVIDE UNDER ADD ALTERNATE 1:19 ONLY. DAmpER 2 PROVIDE FAN WITH GRAVITY TYPE BACKDRA 3. PROVIDE UNIT WITH SHAFT GROUNDING KIT OR INVERTER DUTY MOTOR FOR USE VVITH VFD. Page 203 of 383 SONES 13.0 MCA 8.25 MOCP 15 V OpLHTZE / 208V/10 EAT/FLAT OUTPUT FACE %EllE-17CII(111, HEFAATCE AR. APD 45.0/78.0 66.8 547 11.7 COOLING COIL ELECTRICAL 0.144 TOTAIgg;kCITY SENSIB=PACITY EADAWB LADN)WB FACEAO,CITY Ffiat42r sTAGEs TErpAgr H,4,HHAL 229.3 160.7 77.0/65.0 54.1/52.9 476 13.44 114 ALUMINUM FILTERS 2" MERV 8 HEAT MCA 84.07 HEAT MOCP 90 FAN MCA 6.83 FAN MOCP 15 v°p';i1gEE' 460V/30 AIR-COOLED CONDENSING UNIT SCHEDULE UNIT MANUFACTURER MODEL 1=7 STAGES REFRIGERANT CIRCUITS 7,137,'T MCA MOCP VOLTAGE/ PHASE ACCU-3A ACCU-3B TRANE TRANE TTA120 TTA120 10 10 11.1C'PSROVIDE UNDE UNIT„HA„ HLBEAI:NB.TCACNRDRAA-DIII)NITON6.'5'TOE00 A. R -410a R -410a 416.5 416.5 20 20 25 25 460V/30 460V/30 COOLING COIL SCHEDULE UNIT CC -3 MANUFACTURER PRECISION COILS MODEL DX58SO4S12 IN_.°ThPROVIDE UNDER BASE BID ONLY. COIL PERFORMANCE COIL FINS AIRFLOVV (CFM) 6,400 236.4 SENSIB=PACITY 168.7 77.0/65.0 LAD, 1.3)W B 53.0/52.6 FACE VELOCITY (FPM) 457 APHD2IIN. 0.73 DIMENSIONS (H"xL") 31.5"x64.0" '1‘11,1212\ i'/IHEICCHAINTInOEITIVE'FrERE-Ig ITCPICR)rgANLTPSA'N'EnFiRECD'UTITE UFRORREr121-ErQll'f'ITRIENDGIAI\SI RXHR '-'2112INGESETACLTEERfAETEII \ ETLY.,.E -rHAEXICMO'N'ITROARTINIT,CiPFR -OZDEELTLCLTE NEuesSARY CALCULATIONS TO PROVE THE MECHANICAL EQUIPMENT SCCR RATING PROVIDED EXCEEDS THE SHORT CIRCUIT CuRRENT AVAILABLE AT THE EQUIPMENT. SPACING (FINS/IN.) 12 FACE AREA 14.0 ROWS MATERIAL ALUMINUM NOTE: VERIFY BUILDING DIMENSIONS FOR ROUGH -IN WORK WITH ARCHITECTS DRAWINGS. IOWNER SIGN -OFF: NAME -7(1 2 UJ z • UJ z <LU < 0 < Z z cp O' 0 0— >— >— PROJECT NO: 19.08.06 ET SET: DOCUMENTS 125 COMMERCIAL ST. - WATERLOO, IA ET NAME: ETAILS & SCHEDULES ET: ME5 00 CITY OF WATERLOO Council Communication Resolution approving preliminary plans, specifications, form of contract etc., setting date of bid opening as August 29, 2019 and public hearing as September 09, 2019, in conjunction with request for Proposals for Security Guard Services, and instruct City Clerk to publish notice. City Council Meeting: 8/12/2019 Prepared: 8/8/2019 REVIEWERS: Department Reviewer Action D ate Waste ` /:.a-na Y. m cnt bow Tan, brim. A pprovc 8/8/2019 ,,,,,, 4:58 PM C k k Office Even., IL c A.nn. Approved oved 8/8/2(:W9 5:03 PM ATTACHMENTS: Description FP SUBJECT: Submitted by: Type Cover e mem o Resolution approving preliminary plans, specifications, form of contract etc., setting date of bid opening as August 29, 2019 and public hearing as September 09, 2019, in conjunction with request for Proposals for Security Guard Services, and instruct City Clerk to publish notice. Submitted By: Brian Bowman, Treatment Operations Supervisor Recommended Action: Approve setting date of hearing and taking of bids. Page 204 of 383 1 Page 1. Introduction to Waste Management facilities 1 2. Overview of Security Guard Duties 1 3. Expected Security Guard Characteristics 2 4. Guard Duties Schedule 2 5. Length of Contract 2 6. Subcontracts 2 7. Include these Information in Your Proposal 2 8. Rate Proposal 3 9. References 3 10. Proposal Submittal 3 11. Questions 4 12. Selection 4 13. Contract 4 Page 205 of 383 City of Waterloo, Iowa Request for Proposals (RFP) Uniformed Unarmed Security Guard Services at Waste Management Site The City of Waterloo (The City) wishes to hire services of a qualified responsible firm for security guard services at its waste management site. The City is seeking proposals through this Request for proposals (RFP). Interested firms are invited to submit proposals. SII 1,11 Waste Management Services (WMS) serves the City of Waterloo with its Publicly Owned Treatment Works. A map of the faculties is attached. WMS has a total of 40 Employees. On average WMS treats 12 Million Gallons of residential sewage and 3 Million Gallons of Industrial Sewage. The main treatment facility is located at 3505 Easton Avenue in Waterloo Iowa. The 3505 Facility is a 54 Acre fenced in secured site, with one main entry. WMS has 19 Buildings and numerous wastewater structures. In addition to operating the 3505 Easton Avenue Facility WMS is responsible for: • Maintaining and Operating 37 offsite Sanitary Lift Stations • Maintaining and Operating 20 offsite Storm Lift Stations • Maintaining and Operating and offsite Anaerobic Lagoon • Flood Control • Operating and Maintaining Collection System, both Sanitary and Storm All systems at WMS are operated under a SCADA/PLC System (Supervisory Control and Data Acquisition with Programmable Logic Control). This is a computer system used to monitor and control all aspects of the treatment plant. It is capable of sending alarm status via computer network or dial up phone system. In addition, all offsite lift stations and Anaerobic Lagoon are capable of sending out alarm notifications through a radio communications network. �.�vcr:viy In general, the security guard performs general security. Some of the duties include securing premises by checking buildings and perimeter; making sure all gates and access points are secured; monitoring control equipment by watching computer displays; monitoring security cameras; reacting to alarms by initiating appropriate procedures as defined in Waterloo Waste Management Security Services Booklet (guards will be trained by Waste Management); answering phones; filing online electronic reports logging every action they do; accepting call -ins from Waterloo Water Works. 1 Page 206 of 383 j � mml IIIIIII j� mull u QMH III m iuu umwV The City expects the guard personnel to have acceptable physical and mental capabilities for the job. The ideal security guard is well groomed, well mannered, with a uniform that commands respect, as approved by the City. Education and qualified training and experience are highly desirable. Due to the nature and sensitivity of security guard duties, the City may perform a criminal background check on guard personnel. uil����mM llllllll ��� i IIIIIII iiu. Guard services are needed year-round on all non -working days and hours including holidays, weekends and nights. Typical hours are Monday -Friday 4 PM to 7 AM and Saturday & Sunday 2:45 PM to 7 AM. 1 The contract will be for 3 years with additional optional extension of 2 years. Further extensions will be for 1 -year periods and require the City's and the contractor's mutual approval of the extension. The City might be open to negotiate a different length of contract if proven beneficial to the City. w. �uIf1C�U❑ No subcontracting will be allowed. All guard must be employees of the proposer. III ���� „..II �I 1111111 1111111 Please include the following in your proposal in addition to what you feel must be included: 1) completed price proposal on a form similar to the attached form, 2) company experience and expertise, 3) company financial condition and background to demonstrate solvency, 4) list of up to 5 current clients receiving similar services, 5) company training and continuing education program, 6) company policy on security guard selection, 7) company policies or standards on security guard conduct at job site 8) number of personnel, 9) a narrative explaining why you are qualified to do the job in 2 pages or less, 10) any other pertinent information, and 11) your contact information including name, position, mailing address, email address, phone number. 2 Page 207 of 383 1 1 Please include special pay requirements and pay structure (if any) such as billing frequency, etc. All costs for providing guard services such as but not limited to labor, transportation, material, attire, insurance, bond, licensing and equipment shall be included in your proposed rate. 1..11111, 111 I C Please include at least 3 references with name, and contact information for verifying you have successfully and satisfactorily performed or are performing similar services. 1111111 Your submittal must include a proposal addressing the requirements of Paragraph 7. Responses may be rejected if the vendor fails to perform any of the following: a. To adhere to one or more of the provisions established in this Request for Proposal b. To demonstrate competence, experience, and ability to provide the services described in this Request for Proposal c. To submit a response on or before the deadline and complete all required forms d. To respond to a written request for clarification or additional information e. To fulfill a request for a presentation Proposal must be sent electronically. By submitting an electronic proposal, the proposer agrees that the firm he/she is representing is bound by the terms of the proposal as if it were manually signed and hand delivered. Send your proposal in Microsoft Word®, or portable document format (PDF) as an email attachment to: Randy.Bennett@waterloo-ia.org Randy Bennett, Public Works Manager 625 Glenwood Street Waterloo, Iowa 50703 (319) 291-, p Deadline for submittal is August 29t", 2019 3 Page 208 of 383 upl ui Deadline for questions is 24 hours prior to the RFP submittal deadline. Questions must be sent by email to Randy.Bennett@waterloo-ia.org. 1111111 1111111 I_!. eClli��7 Since the initial review by the City will be deemed preliminary in nature, the documents and process will be deemed confidential until such time as the successful Proposer is selected. The City may conduct discussions with any Proposer who has submitted a proposal to determine qualifications, for further consideration. The City will select the most advantageous proposal from among proposals submitted by responsive and responsible firms that can demonstrate the ability to meet the City's needs in the most efficient and cost-effective manner. "Most advantageous" includes consideration of cost, company background and history, experience, references, and demonstrated ability to perform the services at a level satisfactory to the City of Waterloo. The City reserves the right to accept or reject any and all proposals, to waive irregularities and technicalities, to request resubmission, to re -issue the RFP, to reduce the scope of work due to budgetary constraints, and to negotiate with 1 or more proposers to gain the most favorable terms for the City. The City also reserves the right to reject the proposal of any Proposer who has previously failed to perform properly or complete on time contracts of a similar nature, or a proposal from a Proposer who, investigation shows, is not in a position to satisfactorily and timely perform the contract. The City will strive to make a selection within 30 calendar days from the submittal deadline date. All decisions and contracts are subject to City of Waterloo City Council approval. 1 Once the successful proposals are selected, the City will negotiate a contract with the proposer selected. If for any reason the City and the successful proposer do not agree on terms of a contract then the City reserves the right to negotiate a contract with the next successful proposer. The contract shall be on forms provided by the City; or if the Proposer's contract document is used, the City reserves the right to modify any document to conform to this RFP and to do so on terms most favorable to the City, including but not limited to terms addressing indemnification, insurance, default and termination. Appropriate proof of bond and insurance will be required before a contract is finalized, as set forth below. 4 Page 209 of 383 INSURANCE REQUIREMENTS. The successful Proposer shall provide insurance as follows: 1. Certificate of Insurance; Cancellation or Modification Before commencing work, the Contractor shall submit to the City for approval a Certificate of Insurance meeting all requirements specified herein. 2. Minimum Coverage Any policy or policies of insurance purchased by the Contractor to satisfy Its responsibilities under the contract shall include contractual liability coverage, and shall be in the following type and minimum amounts: Requirements for Informal Project Specs: Class I (under $1M) Type of Coverage Aggregate Occurrence a. Comprehensive General Liability (1) Bodily Injury & Property Damage $2,000,000 Each $1,000,000 b. Automobile Liability Combined Single Limit (1) Bodily Injury & Property Damage $1,000,000 c. Worker's Compensation Insurance as required by Chapter 85, Code of Iowa. d. Umbrella Liability, limit of not less than $1,000,000 3. Additional Coverages In addition to the foregoing coverages, the Contractor shall maintain in full force and effect, at its own expense, the following: a. Casualty and liability insurance in the minimum amount of $1,000,000 per occurrence, with minimum limits of $100,000 for property damage, including contractual liability coverage for the indemnity and hold harmless provisions of the contract. b. Fidelity bond coverage in the amount of at least $20,000, with a 5 Page 210 of 383 responsible surety company with respect to all of Contractor's employees and agents as may be necessary to protect against losses, including, without limitation, those arising from theft, embezzlement, fraud, or misplacement of funds, money, or documents. Coverage must extend to any losses incurred by the City due to theft, embezzlement, or fraud by Contractor, its employees or agents. 4. General Terms Each policy shall require at least 30 days' advance written notice to the City in the event of cancellation or material change in terms. The City of Waterloo, Iowa shall be named as an additional insured on all insurance. Such coverages shall be primary and non-contributing. The Contractor agrees to furnish the City with certificates of insurance or other evidence satisfactory to the City to the effect that such insurance has been procured and is in force. A renewal certificate shall be provided to City prior to expiration of any policy. The Contractor's insurance carrier must be "A" rated or better by A.M. Best. The insurer shall agree to waive all rights of subrogation against the City, its officers and employees for losses arising from work performed by Contractor for the City. Proof of waiver of subrogation will be required, which may include copies of endorsements and/or policy wording. Cancellation or modification of any required policy or policies shall be considered just cause for the City of Waterloo to immediately terminate the contract and/or to suspend the contract, and to withhold payment for any work performed on the contract. Contractor shall be responsible to insure its own personal property. City may at its own expense procure and maintain additional insurance for its own benefit. 6 Page 211 of 383 Price Proposal Form Year Hourly Rate ($) Regular Overtime & Holiday 1 2 3 Regular hourly rate applies to Overtime & holiday rate applies when: Guards are normally and mostly: ❑ Full Time ❑ Part Time ❑ Other: Company Name: Web Site: Company Address: Name of Authorized Representative: Title: Email Address: Phone Number: Page 212 of 383 CITY OF WATERLOO Council Communication Bonds. City Council Meeting: 8/12/2019 Prepared: REVIEWERS: Department Reviewer Action Date ; r sir cerin g Appi ove 4 8/7/2 l 1 :12 PM i� t� ATTACHMENTS: Description T on ds for coin ; . approval. 8 12 . 1 9 SUBJECT: Bonds. Type is ac k: u JII. :t Page 213 of 383 BONDS FOR COUNCIL APPROVAL August 12, 2019 RIGHT OF WAY CONSTRUCTION BOND AMOUNT $15,000.00 IA5170605 64750992 CDB UTILITY CONTRACTORS, INC. PROGRESSIVE CONCRETE, INC. DAVENPORT, IA CEDAR RAPIDS, IA Page 214 of 383 CITY OF WATERLOO Council Communication Resolution approving City/State Funding Agreement with the Iowa Department of Transportation for RISE Funding, in the amount of $468,750, in conjunction with the FY 2020 Newell Street RISE Project, Contract No. 991, with City matching funds of $468,750, and authorize the Mayor and City Clerk to execute said document. City Council Meeting: 8/12/2019 Prepared: 7/29/2019 REVIEWERS: Department Reviewer Action Date g y Approved 7/3 :/2019 4:54„ P Clerk office Even, I.,cA.nn A.pproved. 26 1 M ATTACHMENTS: Description "oft 991 R. ° !,a: CI RISE requirements SUBJECT: Submitted by: Expenditure Required: Source of Funds: Background Information: Type Cover :..__..: Cover Merl Resolution approving City/State Funding Agreement with the Iowa Department of Transportation for RISE Funding, in the amount of $468,750, in conjunction with the FY 2020 Newell Street RISE Project, Contract No. 991, with City matching funds of $468,750, and authorize the Mayor and City Clerk to execute said document. Submitted By: Jamie Knutson, PE, City Engineer This Agreement with Iowa DOT is for $468,750 in RISE funding. Waterloo's 50% match amounts to $468,750 for grand total project funds of $937,500. TIFF Roadway improvements to Newell Street, including aleft -turn lane, located on the northeast side of town. Provide improved access to more than 27 acres for industrial purposes. The associated economic development is the majority of the designated development area (27 acres in total and shown on Exhibit A) will be developed with RISE eligible land uses. Page 215 of 383 Iowa Department of Transportation Agreement for a Revitalize Iowa's Sound Economy Program (RISE) Project RECIPIENT: Waterloo PROJECT NO: RM -8155(765)--9D-07 IOWA DOT AGREEMENT NO.: 2020-R-001 This is an agreement between Waterloo (hereinafter referred to as Recipient) and the Iowa Department of Transportation (hereinafter referred to as the DOT). The Recipient submitted an application to the DOT for funding through the Revitalize Iowa's Sound Economy (RISE) fund under Iowa Code Chapter 315, and the application was approved by Transportation Commission Order No. PPM -2020-4 on July 9, 2019. Pursuant to the terms of this agreement, and applicable statutes and administrative rules the DOT agrees to provide funding to the Recipient for the authorized and approved costs for eligible items associated with the roadway improvements to Newell Street, including a left -turn lane, located on the northeast side of town. In consideration of the foregoing and the mutual promises contained in this agreement, the parties agree as follows: 1. The Recipient shall be the lead organization for carrying out the provisions of this agreement. 2. All notices required under this agreement shall be made in writing to the DOT's and/or the Recipient's contact person. The DOT's contact person shall be Jennifer Kolacia, Systems Planning Bureau, 800 Lincoln Way, Ames, Iowa 50010, 515-239-1738, email Jennifer.Kolaciagiowadot.us. The Recipient's contact person shall be Noel Anderson, Community Planning & Development Director, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, noel. andersongwaterloo-ia. org, 319-291-4366. 3. The Recipient shall be responsible for the development and completion of the following described project: Roadway improvements to Newell Street, including a left -turn lane, located on the northeast side of town. Provide improved access to more than 27 acres for industrial purposes. The associated economic development is the majority of the designated development area (27 acres in total and shown on Exhibit A) will be developed with RISE eligible land uses. See Exhibit A. Page 216 of 383 4. Eligible project costs for the project described in Section 3 of this agreement, listed above, date of project approval (funding commitment) by the Transportation Commission shall be paid as follows: City RISE Funds: $468,750 City Local Contribution: $468,750 Project Total: $937,500 5. The local contribution stated above may include cash or non-cash contributions to the project. The Recipient shall certify to the DOT the value of any non-cash contribution to the project prior to it being incurred. For right of way contributions, the recipient shall submit an appraisal from a qualified independent appraiser. The DOT reserves the right to review the Recipient's certificate of value and has sole authority to determine the value of the Recipient's non-cash contribution for the purposes of this agreement. If, as a result of the DOT's determination, the Recipient's total cash and non-cash contribution is below that stated in the terms of this agreement, the Recipient shall increase its cash contribution in order to complete the Recipient's local contribution, or the grant and/or loan amount associated with this project shall be reduced accordingly. 6. The portion of total project costs paid by RISE grant shall not exceed the amount stated above $468,750 or 50 percent of the total cost of the eligible items, whichever is the smaller amount. Any cost overruns shall be paid solely by the applicant. 7. Project activities or costs eligible for funding include only those items set out in Exhibit B which is attached hereto and by this reference incorporated into this agreement, and which are necessary to complete the project as described in Section 3. 8. Activities or costs ineligible for funding include but are not limited to those items set out in Exhibit C which is attached hereto and by this reference incorporated into this agreement. 9. Notwithstanding any other provisions of this contract, if funds anticipated for the continued fulfillment of this contract are at any time not forthcoming or insufficient, either through the failure of the State of Iowa to appropriate funds or discontinuance or material alteration of the program for which funds were provided, the DOT shall have the right to terminate this contract without penalty by giving not less than ninety (90) days written notice. 10. The DOT reserves the right to delay reimbursement of funds to the Recipient if necessary to maintain a positive cash flow. If such a delay is necessary and lasts more than five working days, the DOT shall so notify the Recipient in writing and shall give the Recipient an estimate of when reimbursement might be expected. The DOT shall establish a system to equitably make reimbursements to all Recipients so affected. 11. The attached project implementation schedule, Exhibit D, shall be used unless the Recipient submits to the DOT, no later than 30 days subsequent to the Recipient's signature date on this agreement, a revised implementation schedule. Page 217 of 383 12. The Recipient must have let the contract or construction started within three years of the date this project is approved by DOT. If the Recipient does not do this, they will be in default for which the DOT can revoke funding commitments. This agreement may be extended for periods up to six months upon receipt of a written request from the Recipient at least sixty (60) days prior to the deadline. 13. If any part of this agreement is found to be void and unenforceable, the remaining provisions of this agreement shall remain in effect. 14. It is the intent of both parties that no third party beneficiaries be created by this agreement. 15. This agreement shall be executed and delivered in two or more copies, each of which so executed and delivered shall be deemed to be an original and shall constitute but one and the same instrument. 16. This agreement is not assignable without the prior written consent of the DOT. 17. If the project described in Section 3 of this agreement crosses a DOT primary road, then: A. The Recipient shall convey title to the State of Iowa, by quit claim deed, to any right of way necessary for the primary road crossing, all at no cost to the DOT. However, the DOT shall prepare detailed legal descriptions and plats. The general configuration of the right of way to be conveyed shall be agreed to by the Recipient and the DOT prior to the survey. B. The Recipient shall submit six copies of plans for all primary road system crossings to the DOT contact person for review and approval by the District Offices for necessary permits, Road Design and Maintenance Bureau with regard to crossing design and location, signing, fencing, safety, maintenance, compliance with access control policy, etc. Said approval shall be obtained before the Recipient proceeds with the construction of any primary road system crossing. C. The use of primary highway right of way for this projects' purpose shall be subject to any rights enjoyed by any existing utility lines presently within the right of way. If excavation of a utility line over which this project has been placed is necessary for any reason, the utility shall be responsible for proper backfilling of said excavation to ground level. The Recipient shall be responsible for any necessary resurfacing or restoration. D. The use of primary highway right of way for this projects' purposes shall be subject to any future plans for reconstruction, improvement, maintenance, and/or relocation of the highway by the DOT. Any relocation of this project necessary because of said plans shall be at the expense of the Recipient, all at no cost to the DOT. 18. The Recipient shall acquire the project right of way, whether by lease, easement or fee title and shall provide relocation assistance benefits and payments in accordance with the Page 218 of 383 procedures set forth in the DOT's Right of Way manual. The Recipient shall contact the DOT for assistance, as necessary, to ensure compliance with the required procedures, even if no federal funds in the right of way purchase are involved. The Recipient will need to get environmental concurrence before acquiring any needed right of way. With prior approval, hardship and protective buying is possible. If the Recipient requests Federal -aid participation for right of way acquisition, the Recipient will need to get environmental concurrence and Federal Highway Administration (FHWA) authorization before purchasing any needed right of way. 19. The Recipient shall comply with the Policy for Accommodating Utilities on City and County Federal -aid Highways Right of Way and the Policy for Accommodating Utilities on Primary Road system when on the DOT's right of way. Certain utility relocation, alteration, adjustment, or removal costs to the Recipient for the project may be eligible for Federal -aid reimbursement in accordance with the FHWA rules applicable to the type of utility involved and Iowa Code Chapter 306A. 20. The Recipient shall be responsible for obtaining any permits, such as the Right to Occupy and/or Perform Work Within the Right of Way, Permit of Access, Utility Accommodation, Right to Install and Maintain Traffic Control Devices, and/or other construction permits required for the project prior to the start of construction. The Recipient shall complete all known required environmental permits before the project is advertised for letting. In addition, the Recipient shall fully comply with all applicable environmental requirements before funds are reimbursed or credited. The approval of the project application for funding nor the signing of this agreement nor the concurrence to advertise shall be construed as approval of any required permit from DOT. 21. Traffic control devices, signing, or pavement markings installed within the limits of this project shall conform to the "Manual on Uniform Traffic Control Devices for Streets and Highways" per 761 Iowa Administrative Code Chapter (IAC) 130. The safety of the general public shall be assured through the use of proper protective measures and devices such as fences, barricades, signs, flood lighting, and warning lights as necessary. 22. In the event that right of way is required for the project, said right of way will be acquired in accordance with 761 IAC Chapter 111, Real Property Acquisition and Relocation Assistance, and the Federal Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended. 23. The project plans, specifications and cost estimate shall be prepared and certified by a professional engineer, architect and or landscape architect (whichever applies), licensed to practice in the State of Iowa. The Recipient shall submit the plans, specifications and other agreement documents to the DOT for review. This submittal may be in divisions and in the order of preference as determined by the Recipient. However, the plans, specifications and other agreement documents for each division must be submitted at least thirty (30) days prior to the project advertising of each division. Project cannot be advertised until DOT concurrence has been acquired. The DOT shall review said Page 219 of 383 submittal(s) recognizing the Recipient's development schedule and shall, after satisfactory review, authorize in writing the Recipient to proceed with implementation of the project letting. The work on this project shall be in accordance with the survey, plans, and specifications on file. Any modification of these plans and specifications must be approved by the DOT prior to the modification being put into effect. 24. The Recipient shall be responsible for the daily inspection of the project. For projects let to contract, the Recipient shall compile a daily log of materials and quantities. For projects constructed with local forces, the Recipient shall compile a daily log of materials, equipment and labor on the project. The DOT reserves the right to inspect project activities and to audit claims for funding reimbursement. The purpose of the inspection or audit is to determine substantial compliance with the terms of this agreement. 25. The Recipient shall maintain all books, documents, papers, accounting records, reports and other evidence pertaining to costs incurred for the project. The Recipient shall also make such materials available at all reasonable times during the construction period and for three years from the date of final reimbursement, for inspection by the DOT, FHWA, or any authorized representatives of the Federal government. Copies of said materials shall be furnished by the Recipient if requested. 26. The Recipient may submit to the DOT periodic itemized claims for reimbursement for eligible project costs. Reimbursement claims shall include certification that all eligible project costs, for which reimbursement is requested, have been completed in substantial compliance with the terms of this agreement. 27. The DOT shall reimburse the Recipient for properly documented and certified claims for eligible project activity costs less a retainage of not more than five percent, either by state warrant, or by crediting other accounts from which payment may have been made initially. If, upon audits of contracts, the DOT determines the Recipient is overpaid, the Recipient shall reimburse the overpaid amount to the DOT. 28. Upon completion of the project described in this agreement, a professional engineer, architect and or landscape architect (whichever applies), licensed to practice in the State of Iowa, shall certify in writing to the DOT that the project activities were completed in substantial compliance with the plans and specifications set out in this agreement. In addition, prior to final reimbursement for the project the Recipient shall furnish a set of "as -built" plans of the project to the DOT. Final reimbursement of funds, including retainage, shall be made only after the DOT accepts the project as complete. 29. If, in the opinion of the Recipient, the specific provisions of this agreement requiring the services of a professional engineer, architect and or landscape architect (whichever applies), licensed to practice in the State of Iowa, prove to be burdensome to the Recipient or otherwise not in the public interest, and if the Recipient decides that the provisions of this agreement can be otherwise complied with without endangering public Page 220 of 383 safety, the Recipient may request that said provisions be waived on all or specific parts of the project identified by the Recipient. Such request shall be made in writing to the DOT's contact person who shall, after consultation with other DOT staff, as necessary, make the final determination concerning said waiver. If said waiver is granted, all provisions of this agreement requiring the services of a professional engineer, architect and or landscape architect (whichever applies), licensed to practice in the State of Iowa, shall be performed by the Recipient's contact person or designee. 30. The Recipient agrees to indemnify, defend and hold the DOT harmless from any action or liability arising out of the design, construction, maintenance, placement of traffic control devices, inspection or use of this project. This agreement to indemnify, defend and hold harmless applies to all aspects of the DOT's application review and approval process, plan and construction reviews and funding participation. 31. This agreement may be declared to be in default by the DOT if the DOT determines that the Recipient's application for funding contained inaccuracies, omissions, errors or misrepresentations; or if the DOT determines that the project is not developed as described in the application. 32. If the Recipient fails to perform any obligation under this agreement, the DOT shall have the right, after first giving thirty (30) days written notice to the Recipient by certified mail return receipt requested, to declare any part or all of this agreement in default. The Recipient shall have thirty (30) days from date of mailing of the notice to cure the default. If the Recipient cures the default, the Recipient shall notify DOT no later than five (5) days after cure or before the end of said thirty (30) day period given to cure the default. Within ten (10) working days of receipt of Recipient's notice of cure, the DOT shall issue either a notice of acceptance of cure or a notice of continued default. 33. In the event a default is not cured the DOT may revoke funding commitments and/or seek repayment of funds loaned or granted by this agreement. By signing this agreement, the Recipient agrees to repay said funding if they are found to be in default. Repayment methods must be approved by the DOT Commission and may include cash repayment, installment repayments with negotiable interest rates, charges against the Recipient's share of road use tax funds, or other methods as approved by the Commission. 34. In case of dispute concerning the terms of this agreement, the parties shall submit the matter to arbitration pursuant to Iowa Code Chapter 679A. Either party has the right to submit the matter to arbitration after ten (10) days notice to the other party of their intent to seek arbitration. The written notice must include a precise statement of the disputed question. DOT and the Recipient agree to be bound by the decision of the appointed arbitrator. Neither party may seek any remedy with the state or federal courts absent exhaustion of the provisions of this section for arbitration. 35. The Recipient shall maintain, or cause to be maintained for the intended public use, the improvement for twenty (20) years from the completion date in a manner acceptable to the DOT. Failure to comply with this provision may be considered a default of this agreement. Page 221 of 383 36. In accordance with Iowa Code Chapter 216, the Recipient shall not discriminate against any person on the basis of race, color, creed, age, sex, sexual orientation, gender identity, national origin, religion, pregnancy, or disability. 37. The Recipient shall use positive efforts to solicit bids from and to utilize Targeted Small Business (TSB) enterprises as contractors and ensure that the contractors make positive efforts to utilize these enterprises as subcontractors, suppliers or participants in the work covered by this agreement. Efforts shall be made and documented in accordance with Exhibit E which is attached hereto and by this reference incorporated into this agreement. 38. The Recipient shall conduct the project development and implementation in compliance with applicable laws, ordinances and administrative rules. For portions of the project let to bid, the Recipient shall advertise for bidders, make a good faith effort to get at least three bidders and hold a public letting for the project work. Prior to awarding the contract, the Recipient shall provide the DOT file copies of project letting documents within five (5) working days after the letting. The Recipient must wait for DOT concurrence before making the final award. 39. The Recipient shall include in their Notice to Bidders that Sales Tax Exemption Certificates will be issued, as provided for by Iowa Code section 423.3, subsection 80. The Recipient shall be responsible for obtaining the sales tax exemption certificates through the Iowa Department of Revenue and Finance. The Recipient shall issue these certificates to the successful bidder and any subcontractors to enable them to purchase qualifying materials for the project free of sales tax. 40. Local Development: The Recipient shall notify the DOT's contact person within 30 days of the date the RISE project was constructed and open to traffic. The Recipient shall certify to the DOT's contact person within three years of the date the RISE project is constructed and open to traffic any associated economic development which has resulted from the project, including infrastructure improvements, capital investment, and/or job creation. This certification by the Recipient is subject to review by the DOT. Land: The Recipient shall also provide certification documentation to the DOT's contact person within three years of the date the RISE project is constructed and open to traffic that the majority of the area that was developed is RISE eligible. The Recipient will certify that the developed area has been maintained as a RISE eligible development and that the said development meets RISE eligibility requirements. This certification by the Recipient is subject to audit by the DOT and the DOT has sole authority to determine whether the associated economic development has been accomplished. If the majority of the developed area is not RISE eligible then the Recipient shall pay back an amount determined by the DOT up to the full repayment of the RISE award. The DOT shall monitor the progress of the associated economic development following the construction of the RISE project. Failure to certify the associated economic development shall be considered a default under this agreement. 41. This agreement as set forth in sections 1 through 41 herein, including referenced exhibits, constitutes the entire agreement between the DOT and the Recipient concerning this Page 222 of 383 project. Representations made before the signing of this agreement are not binding, and neither party has relied upon conflicting representations in entering into this agreement. Any change or alteration to the terms of this agreement must be made in the form of an addendum to this agreement. Said addendum shall become effective only upon written approval of the DOT and Recipient. Page 223 of 383 IN WITNESS WHEREOF, each of the parties hereto has executed Agreement No. 2020-R-001 as of the date shown opposite its signature below. RECIPIENT: WATERLOO By: Date Title: Mayor CERTIFICATION: I, , certify that I am the Clerk of the city, and that (Name of City Clerk) , who signed said Agreement for and on behalf of (Name of Mayor/Signer Above) the city was duly authorized to execute the same by virtue of a formal resolution duly passed and adopted by the city, on the day of Signed: City Clerk of Waterloo, Iowa. IOWA DEPARTMENT OF TRANSPORTATION Planning, Programming and Modal Division 800 Lincoln Way, Ames, Iowa 50010 By: Date , 20 Craig Markley Director Systems Planning Bureau Page 224 of 383 Exhibit A Project Site Map: oe��11 6 d� • rye/ii!�yc 7 ���llll�j ,11,,111111111111.11.,11,111 ual fru �»h10 Pd �, ,,11111111111,11,111,111.1.11,1111, Gilf�/� IDJ /rrl / i////G///, /%/ Page 225 of 383 Exhibit B Project activities or costs eligible for RISE funding, and which may be counted as part of the non -RISE participation in immediate opportunity and local development roadway projects, include only the following: a. Roadway resurfacing, rehabilitation, modernization, upgrading, reconstruction or initial construction, including grading and drainage, paving, erosion control, pavement overlays and shoulder widening and stabilization. b. Bridge and culvert repair, modernization, replacement or initial construction. c. Roadway intersection and interchange improvements including warranted traffic signalization when it is integral to the improvement. d. Public transportation system improvements, including but not limited to bus shelters, bus turnouts, and passenger information signage, when they are integral to the roadway improvement and were approved for inclusion in the project by the Department prior to the funding commitment. e. Bicycle and pedestrian infrastructure improvements, including but not limited to sidewalks, at -grade pedestrian crossings, bike lanes, and separated bike lanes, when they are integral to the roadway improvement and were approved for inclusion in the project by the Department prior to the funding commitment. f. Right-of-way acquisition costs, including but not limited to appraisals, negotiation, compensation, and cultural resources surveys necessary to comply with applicable local, state and federal laws, rules and regulations. g. Construction or improvement of motorist rest areas, welcome centers and information centers. h. Design engineering costs leading to construction plan development and construction inspection costs associated with RISE -financed projects. i. County and City bond principal and interest payments associated with RISE projects. No financing expenses incurred prior to funding commitment shall be eligible. J. Storm drainage and storm sewer costs to the extent needed for draining the roadway. k. Reconstruction or adjustment of utilities, including but not limited to water, sanitary sewer, electric, telephone, and natural gas, when utilities are located on private property and require replacement or relocation due to project construction; or said utilities are located in the public right-of-way and the utility is not required to relocate at its own expense. 1. Costs associated with the acquisition of local, state and federal permits required for roadway construction. Page 226 of 383 Exhibit C Activities or costs ineligible for RISE funding, and which may not be counted as part of the non - RISE participation in immediate opportunity or local development roadway projects, include but are not limited to the following: a. Any and all costs incurred prior to a funding commitment by the Transportation Commission unless granted advance eligibility to incur costs according to Administrative Rule 761-163.9(315)7 b. Routine roadway, bridge and culvert maintenance, including but not limited to pothole filling, crack sealing, seal coating, patching, shoulder maintenance, gravel or earth roadway maintenance, and bridge painting. c. Winter roadway and bridge maintenance, including but not limited to snow plowing, sanding and salting. d. Overhead and operating costs associated with eligible project activities, including auditing. e. Expenses associated with the preparation and submission of applications for RISE funding. f. Pre -design engineering, feasibility or alignment studies, and other planning expenses. g. Traffic signalization, except as an integral part of a roadway project. h. Pavement marking and traffic signs, except as an integral part of a roadway project. i. Utility construction, reconstruction or adjustment except for those activities or costs described in Exhibit B, Item k. J. Safety appurtenances, except as an integral part of a roadway project. k. Lighting, except as an integral part of a roadway project. 1. Lighting energy and maintenance costs. m. Sidewalks, bicycle paths and railroad -highway crossings, except when replacing those facilities in service and affected by the project, or as an integral part of a roadway project. n. Parking expenditures, including those for structure, lots, meters, paving, and marking whether on -street or off-street parking. o. Non -roadway transportation expenditures, including those for railway, aviation, public transportation and inland waterway facilities and equipment. p Purchase of furnishings, construction equipment and personal property. Page 227 of 383 q. General government expenses and expenses associated with the provision of any public service which are not eligible for RISE program assistance. r. Donated right of way. Page 228 of 383 Exhibit D Project Implementation Schedule: Commission Approval Date: July 9, 2019 Construction: September 2019 Project Closeout: June 2020 Page 229 of 383 Exhibit E CONTRACT PROVISION Targeted Small Business (TSB) Affirmative Action Responsibilities on Non -Federal Aid Projects (Third -Party State -Assisted Projects) March 2019 Page 230 of 383 March 2019 CONTRACT PROVISION Targeted Small Business (TSB) Affirmative Action 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(10), which is 51% or more owned, operated and actively managed by one or more women, minority persons, service -disabled veterans or persons with a disability provided the business meets all of the following requirements: is located in this state, is operated for profit 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 196.7. These requirements supersede all existing TSB regulations, orders, circulars and administrative requirements. 3. TSB DIRECTORY INFORMATION Available from: Iowa Economic Development Authority Targeted Small Business Certification Program 200 East Grand Avenue Des Moines, IA 50309 Phone: (515-348-6159) Website: https://iowaeconomicdevelopment.com/tsb 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 contractors 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 Economic Development Authority (515-348-6159) 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. D. Provide or arrange for assistance to TSBs in seeking bonding, analyzing plans/specifications or other actions that can be viewed as technical assistance. Page 1 Page 231 of 383 TSB Affirmative Action Responsibilities 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 usefulfunction. 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 CONTRACTAWARD 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 ofthe 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. Page 2 Page 232 of 383 TSB Affirmative Action Responsibilities 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 fora period of three (3) years after the completion of the project and be available for examination by the Iowa Economic Development Authority. 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. Page 3 Page 233 of 383 Form 730007WP 7-97 Contractor Project# County City TARGETED SMALL BUSINESS (TSB) PRE-BID CONTACT INFORMATION (To Be Completed By All Bidders Per The Current Contract Provision) Page# 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 (TSBCONTACTS SUBCONTRACTOR TSB DATES CONTACTED QUOTES RECEIVED QUOTATION USED IN BID YES/ NO DATES CONTACTED YES/ NO DOLLAR AMT. PROPOSED TO BE SUBCONTRACTED Total dollar amount proposed to be subcontracted to TSB on this project $ List items by name to be subcontracted: Page 4 Page 234 of 383 March 2019 UTILIZATION OF TARGETED SMALL BUSINESS (TSB) ENTERPRISES ON NON-FEDERAL AID PROJECTS (THIRD -PARTY STATE -ASSISTED PROJECTS) In accordance with Iowa Code Section 196.7, it is the policy of the Iowa Department of Transportation (Iowa DOT) that Targeted Small Business (TSB) enterprises shall have the maximum practicable opportunity to participate in the performance of contracts financed in whole or part with State funds. Under this policy the Recipient shall be responsible to make a positive effort to solicit bids or proposals from TSB firms and to utilize TSB firms as contractors or consultants. The Recipient shall also ensure that the contractors or consultants make positive efforts to utilize TSB firms as subcontractors, subconsultants, suppliers, or participants in the work covered by this agreement. The Recipient's "positive efforts" shall include, but not be limited to: 1. Obtaining the names of qualified TSB firms from the Iowa Economic Development Authority (515- 348-6159) or from its website at: https://iowaeconomicdevelopment.com/tsb. 2. Notifying qualified TSB firms of proposed projects involving State funding. Notification should be made in sufficient time to allow the TSB firms to participate effectively in the bidding or request for proposal (RFP) process. 3. Soliciting bids or proposals from qualified TSB firms on each project, and identifying for TSB firms the availability of subcontract work. 4. Considering establishment of a percentage goal for TSB participation in each contract that is a part of this project and for which State funds will be used. Contract goals may vary depending on the type of project, the subcontracting opportunities available, the type of service or supplies needed for the project, and the availability of qualified TSB firms in the area. 5. For construction contracts: a) Including in the bid proposals a contract provision titled "TSB Affirmative Action Responsibilities on Non -Federal Aid Projects (Third -Party State -Assisted Projects)" or a similar document developed by the Recipient. This contract provision is available from the Administering Office. b) Ensuring that the awarded contractor has and shall follow the contract provisions. 6. For consultant contracts: a) Identifying the TSB goal in the Request for Proposal (RFP), if one has been set. b) Ensuring that the selected consultant made a positive effort to meet the established TSB goal, if any. This should include obtaining documentation from the consultant that includes a list of TSB firms contacted; a list of TSB firms that responded with a subcontract proposal; and, if the consultant does not propose to use a TSB firm that submitted a subcontract proposal, an explanation why such a TSB firm will not be used. Page 5 Page 235 of 383 March 2019 The Recipient shall provide the Iowa DOT the following documentation: 1. Copies of correspondence and replies, and written notes of personal and/or telephone contacts with any TSB firms. Such documentation can be used to demonstrate the Recipient's positive efforts and it should be placed in the general project file. 2. Bidding proposals or RFPs noting established TSB goals, if any. 3. The attached "Checklist and Certification." This form shall be filled out upon completion of each project and forwarded to: Iowa Department of Transportation, Civil Rights Coordinator, Office of Employee Services, 800 Lincoln Way, Ames, IA 50010. Page 6 Page 236 of 383 March 2019 CHECKLIST AND CERTIFICATION For the Utilization of Targeted Small Businesses (TSB) On Non -Federal -aid Projects (Third -Party State -Assisted Projects) Recipient: Project Number: County: Agreement Number: 1. Were the names of qualified TSB firms obtained from the Iowa Economic Development Authority? ❑YES ❑NO If no, explain 2. Were qualified TSB firms notified of project? ❑ YES ❑ NO If yes, by ❑ letter, ❑ telephone, ❑ personal contact, or ❑ other (specify) If no, explain 3. Were bids or proposals solicited from qualified TSB firms? ❑ YES ❑ NO If no, explain 4. Was a goal or percentage established for TSB participation? ❑ YES ❑ NO If yes, what was the goal or percentage? If no, explain why not: 5. Did the prime contractor or consultant use positive efforts to utilize TSB firms on subcontracts? ❑ YES ❑ NO If no, what action was taken by Recipient? Is documentation in files? ❑ YES ❑ NO 6. What was the dollar amount reimbursed to the Recipient from the Iowa Department of Transportation? $ What was the final project cost? $ What was the dollar amount performed by TSB firms? $ Name(s) and address(es) of the TSB firm(s) (Use additional sheets if necessary) Was the goal or percentage achieved? ❑ YES ❑ NO If no, explain As the duly authorized representative of the Recipient, I hereby certify that the Recipient used positive efforts to utilize TSB firms as participants in the State -assisted contracts associated with this project. Title Signature Date Page 7 Page 237 of 383 Iowa Department of Transportation Systems Planning Bureau Planning, Programming and Modal Division 800 Lincoln Way, Ames, IA 50010 SUBMITTALS REQUIRED ON LOCALLY LET STATE -AIDED RISE/SRT PROJECTS ❑ Except where indicated otherwise below, submittals should be sent to the address shown above or via email or TPMS, if applicable. If a consultant will be providing design and/or construction phase services on your behalf, you need to provide the project engineer with a copy of the agreement and this notice and determine who will make the required submittals. ❑ As of the Transportation Commission Meeting date, you have the authority to start incurring costs for reimbursement. Note: grant funding cannot be disbursed until a fully executed agreement is on file. ❑ An agreement will be sent to you either electronically or hard copy. Execute two original agreements and mail both to our bureau to fully execute. One original will be mailed to you for your records. (In prior agreed to circumstances, the agreement submission may be delayed.) ❑ The RISE/SRT program is a cost -reimbursement program. This means that you will need to carry funds until disbursements are made. To request reimbursement, submit an original signed Claim Form 240011 along with copies of all invoices; copies of cancelled checks and all other supporting documentation (see instructions on Claim Form). The form is available at: http://www.iowadot.gov/forms/index.htm. ❑ Email one set of proposed bidding documents in pdf format (this includes check plans submitted on 11x17 sheets, bidding proposal, DOT or Local specifications, special provisions, and any other standard contract requirements) for review. The bid package shall include the Targeted Small Business (TSB) Contract Provisions. Any modification of these plans and specifications must be approved by the DOT prior to the modification being put into effect. ❑ Include a detailed cost estimate and indicate the anticipated letting date. Refer to the project agreement regarding when the submittal is to be made. Review time for bidding documents is a minimum of 30 calendar days. ❑ For Projects including Sidewalks, ADA compliance is required. S sheets contain sidewalk plan sheets and tabulations that show detailed information for sidewalk layouts that must comply with ADA laws. For more information, see Iowa DOT Design Manual section 1F-18. The S sheets contain the following items in the order listed: 1. Sidewalk Sheet Legend and Symbol Information Sheet. 2. Plan Sheets for Sidewalk Layouts. 3. Tabulation of Sidewalk. SUDAS and Iowa DOT jointly developed this section based on the July 26, 2011 "Proposed Accessibility Guidelines for Pedestrian Facilities in the Public Right -of -Way." This section was developed in accordance with Federal regulations (23 CFR 652 and 28 CFR 35) and is the standard for use by all governmental entities in the State of Iowa. A local jurisdiction may elect to produce their own standards; however, these will require review and approval by FHWA and/or the United States Department of Justice. Where sidewalks are provided, they must be constructed so they are accessible to all potential users, including those with disabilities. If an existing pedestrian path is within the project limits, the contract documents must address how or if pedestrian access will be provided. The pedestrian paths may remain open, may be closed or may be detoured. Remain Open: No special accommodations need to be made. Sometimes a statement is included in the contract documents stating the pedestrian path(s) are to remain open during construction. Closed: Type 11 barricades meeting the requirements of NCHRP Report 350 must be installed that extends the full width of the closed pedestrian path. The top rail of the barricade is to be 36 to 42 inches above the pedestrian path surface. The top rail of the barricade is parallel to the bottom rail and situated to allow Page 238 of 383 pedestrians to use the rail as a guide for their hands. The toe rail on the barricades must have minimum sight distance restrictions for road users. Per Section 2528.01A(10) of the Standard Specifications, the contractor must provide 10 calendar days advance notification of a pedestrian path closure to the Iowa Department of the Blind; the National Federation of the Blind of Iowa; and the Construction Monitoring Engineer. Detoured: When crosswalks or other pedestrian facilities are closed or relocated, temporary facilities shall be detectable and shall include accessibility features consistent with the features present in the existing pedestrian facility. For more detail see Notes and Figure 6H.28 Sidewalk Detour or Diversion (TA -28) in the 2009 MUTCD at http://mutcd.fhwa.dot.gov/pdfs/2009/mutcd2009edition.pdf, page 688-689. ❑ After addressing all review concerns/comments, submit a set of the final bidding documents and request DOT approval to let the project. a) If the project involves through traffic lanes on a primary route: proposed extra work orders are to be submitted for review and concurrence prior to approval; working day reports are to be submitted; and materials inspection submittals are to be made to the District Materials Engineer at the DOT District Office for your area, in accordance with applicable Material's Instructional Memorandums. b) If the project involves a new or revised interchange access, refer to the DOT, Systems Planning Bureau, planning guide for further assistance and work with the appropriate District Engineering Office. The District Office will also need to give approval to proceed to ensure the permit is in place. The link to the Interchange Justification process is: http://www.iowadot.gov/systems_planning/pr guide/Interchange%20Justification/Process%20for%20new %20or%20revised%20interstate%20access.pdf c) If the project involves any roadway improvements to a primary route, current DOT specifications and bid items are to be used for all work that pertains to the primary route. Also, one set of proposed bidding documents needs to be provided to the appropriate District Engineering Operations Technician along with a request for a permit. The permit needs to be obtained prior to project letting. If the project affects a primary route, refer to the project agreement and fulfill all obligations regarding right of way activities (if a consultant will be performing the services, ensure they make the required submittals). d) In the request for approval, include that all needed right of way has already been obtained or that physical possession will occur prior to the letting. 1) The Recipient shall acquire the project right of way, whether by lease, easement or fee title and shall provide relocation assistance benefits and payments in accordance with the procedures set forth in the DOT's Right of Way manual. The right of way will be acquired in accordance with 761 IAC Chapter 111, Real Property Acquisition and Relocation Assistance, and the Federal Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended. The DOT Right of Way Bureau can assist if additional guidance is needed. Their phone number is: 515-239-1216. 2) The Recipient shall certify that all known required environmental permits have been received and that all environmental regulations have been complied. The DOT Location and Environment Bureau can assist if additional guidance is needed. Their phone number is: 515- 239-1225. ❑ Submit any addendums that are issued to bidders prior to the letting. ❑ DOT recommends, the recipient request a pre-bid meeting and reiterate the importance of completing the TSB documentation correctly. Assist the bidders in locating the up-to-date TSB directory provided by the Department of Inspections and Appeals. Additional guidance is included in the Contact Provisions as part of the RISE/SRT agreement. Submit a copy of the pre-bid meeting minutes. The Recipient shall use positive efforts to solicit bids from and to utilize Targeted Small Business (TSB) enterprises as contractors and ensure that the contractors make positive efforts to utilize these enterprises as subcontractors, suppliers or participants in the work covered by this agreement. Efforts shall be made and documented in accordance with Exhibit E in the agreement. ❑ Conduct the letting. The Recipient shall conduct the project development and implementation in compliance with Page 239 of 383 applicable laws, ordinances and administrative rules. For portions of the project let to bid, the Recipient shall advertise for bidders, make a good faith effort to get at least three bidders and hold a public letting for the project work. Prior to awarding the contract, the Recipient shall provide the DOT file copies of project letting documents within five (5) working days after the letting. The Recipient must wait for DOT concurrence before making the final award. ❑ Following the letting, submit a tabulation of bids along with TSB documentation from all bidders; inform us of the contracting authority's determination regarding the lowest responsive bid/bidder and request Iowa DOT concurrence to award the contract. ❑ Following award of contract to the lowest responsive bidder, submit one fully signed copy of the contract. Submit a copy of the preconstruction meeting minutes, if a meeting was held. ❑ The recipient shall be responsible for the daily inspection of the project. For projects let to contract, the Recipient shall compile a daily log of materials and quantities. For projects constructed with local forces, the Recipient shall compile a daily log of materials, equipment and labor on the project. ❑ DOT Approval of Change Orders are needed on DOT Change Order Forms on the project if there is a change in the scope of the project prior to work being started or if the project includes work on a primary route (DOT jurisdiction); otherwise on all other recipient approved change orders, submit one copy of the fully executed change order for our file if minor work items are adjusted and scope of project is unchanged. ❑ Before the recipient accepts the project, contact the Iowa DOT project manager and schedule a time to conduct a site review of the project for any noncompliance measures. ❑ Upon project completion, submit an original Form 640003 ("Certificate of Completion and Final Acceptance of Agreement work") which is available at: http://www.iowadot.gov/forms/index.htm. Note: for RISE projects, the field completion date is the date the roadway was open to traffic. ❑ Along with the Form 640003, an original "Checklist and Certification for the Utilization of Targeted Small Businesses (TSB) on Non -Federal -aid Projects" shall be completed by the Recipient and mailed in. This checklist is attached to the RISE agreement. ❑ On RISE projects, email a copy of the final "as -built" project plans before the final reimbursement request is made. On SRT projects, submit one set of final "as -built" project plans within six months after project is complete. ❑ The Recipient shall certify within three years of the date the RISE project is constructed and open to traffic any associated economic development which has resulted from the project, including infrastructure improvements, capital investment, and/or job creation. This certification by the Recipient is subject to audit by the DOT and the DOT has sole authority to determine whether the associated economic development has been consummated. ❑ The DOT shall monitor the progress of the associated economic development following the construction of the RISE project for 20 years. Page 240 of 383 CITY OF WATERLOO Council Communication Resolution awarding bid to Landmark Turf Services, LLC, of Dunkerton, Iowa, in the amount of $39,858, and approving the contract, bonds, and certificate of insurance, in conjunction with the FY 2020 Levee Rip Rap Spraying, Contract No. 989, and authorize the Mayor and City Clerk to execute said documents. City Council Meeting: 8/12/2019 Prepared: 8/5/2019 ATTACHMENTS: Description Type w Contract, �l,r act, �i �. el f ... -ate Back . i Material SUBJECT: Resolution awarding bid to Landmark Turf Services, LLC, of Dunkerton, Iowa, in the amount of $39,858, and approving the contract, bonds, and certificate of insurance, in conjunction with the FY 2020 Levee Rip Rap Spraying, Contract No. 989, and authorize the Mayor and City Clerk to execute said documents. Submitted by: Submitted By: Jamie Knutson, PE, City Engineer Source of Funds: GO Bond Funds Page 241 of 383 FORM OF CONTRACT CONTRACT FOR THE CONSTRUCTION OF F.Y. 2020 LEVEE RIP RAP SPRAYING CITY OF WATERLOO, IOWA CONTRACT NO. 989 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 LANDMARK TURF SERVICES LLC,_ of Dunkerton, Iowa, (hereinafter referred to as Contractor), WITNESSETH: PAR. 1 PAR. 2 PAR. 3 PAR. 4 Contractor agrees to build and construct the F.Y. 2020 LEVEE RIP RAP SPRAYING, Contract No. 989, and furnish all necessary tools, equipment, materials,. and labor necessary to do all the work called for in the plans and specifications in a workmanshiplike manner and for the prices set forth in Contractor's proposal, which was accepted by the City, and which is understood and agreed to be a part of this contract. It is understood and agreed that the resolution adopted by the City Council ordering the construction of the improvement, the Notice to Contractors as published, the Instruction to Bidders, the Form of Proposal, the Construction and Maintenance Bonds, the Council Proceedings relating to this matter, and the Plans and Specifications shall all be considered as forming a part of the contract the same as though they were each set out in said contract. The Contractor agrees to furnish at its own cost and expense, all necessary materials and labor for said work and to construct said improvements in a thorough, substantial, and workmanlike manner, and in strict accordance with the requirements of this contract, and of the plans and specifications made a part hereof by reference, and to the satisfaction and approval of the City and its engineer. 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 5 PAGES Page 242 of 383 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 18, 2019 unless an extension of time is granted in writing by the Council of the City. PAR. 6 Should the Contractor fail to complete said improvements in strict accordance with the terms and conditions of this contract, or the plans and specifications therefor promptly by the date herein specified, the City may pay such additional sums as it may be required to pay by reason of the failure of said contractor and deduct any and all such sums from any amount then due the Contractor. PAR. 7 PAR. 8 PAR. 9 PAR. 10 The Contractor agrees to comply with and obey all ordinances of the City of Waterloo, Iowa, relating to the obstruction of streets and alleys, keeping open passage ways for water, traffic, and protecting any excavations in any street or alley, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness, to see that the backfilling is properly done, and agrees to keep the City whole and defend any and all suits that may be brought against the City by reason of any injuries that may be sustained by any person or property allegedly caused by the Contractor, or his agents, while work is done pursuant to this agreement. The Contractor agrees that in the event a law suit is brought against the City for damages allegedly sustained by reason of any act, omission or negligence of the Contractor or its agents, or on account of any injuries allegedly sustained by reason of any obstruction, hole, depression or barrier placed or dug by the defendant or its agents, in the doing of the work herein contracted for, that it will defend said suit and save the City harmless therein, and in case judgment is rendered against the City, the Contractor agrees to pay the same promptly. The Contractor agrees to carry public liability insurance in a solvent company in a sufficient amount to protect the City and those who use the streets of the City. The City shall have the right to appoint one or more construction reviewers who shall review the progress of the work in detail; also, to make any test or any material to be used in such work. No material shall be used in any work until the same has first been approved by the construction reviewer. Such construction reviewer shall have full authority to pass judgment upon all materials and upon the manner of doing the work, and their judgment on rejecting any materials, substance, or manner of work shall be final unless it is revoked or modified by the City Engineer. 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. FORM OF CONTRACT PAGE 2 OF 5 PAGES Page 243 of 383 PAR. 11 PAR. 12 PAR. 13 PAR. 14 PAR. 15 PAR. 16 The Contractor shall maintain no cause of action against the City on account of delays and prosecution of work, but if said work is delayed by the City, the Contractor shall have such extra time for completion of the job as was lost by reason of the delay caused by the City. The Contractor agrees to pay punctually all just claims of labor, material, men, or subcontractors who shall perform labor or furnish materials entering into this improvement. It is agreed that the City need not pay the Contractor until all such claims are paid by the Contractor. It is agreed that the City shall not be liable for said labor, material, or men under this contract. The Contractor agrees to furnish the City, simultaneously with this contract, a bond on a form to be provided by the City in the amount provided by law as stated in the Notice to Bidders, which shall be for the benefit of the City, and any and all persons injured by the breach of any of the terms of this contract. Said bond shall be filed with the City Clerk and shall be subject to the approval of the City Council, and is by reference made a part of this contract. The Contractor agrees that should it abandon work under this contract or cease the prosecution thereof for a period of thirty (30) consecutive days without reasonable cause, and should it fail to proceed with said work within ten (10) days after a notice to continue or carry it on has been mailed to it at the address given herein by the City, or after such notice has been served on it, then the City may proceed to complete said work, using any material, tools, or machinery found along said line of work, doing the work either by contract or as it may elect, and the Contractor and the sureties on its bond shall be liable to the City for the costs and expenses so paid out. Said costs shall be retained by the City from any compensation due, or to become due the Contractor, and may be recovered by the City in an action upon Contractor's bond. In consideration of the full compliance on the part of the Contractor with all the provisions, stipulations, and conditions hereof, or contained in the various instruments made a part of this contract by reference, and upon completion and acceptance of said work, the City agrees to pay to the Contractor, in the manner set out in the Notice to Contractors, the amount of money due the Contractor for work performed and accepted, at the unit prices set out in the Contractor's proposal, which has been accepted by the City. 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 $39,858.00, FORM OF CONTRACT PAGE 3 OF 5 PAGES Page 244 of 383 PAR. 17 PAR. 18 PAR. 19 PAR. 20 PAR. 21 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. This contract is not divisible, but in the event of a conflict between this contract and the various instruments incorporated by reference, this contract shall govern. Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the contract, same to be known as "Maintenance Bond," and which bond must be approved by the City Council, and which bond is in addition to the bond given by the Contractor to guarantee the completion of the work. The Contractor shall maintain all work done hereunder in good order for the period of two (2) years from and after the date it is accepted by the Council of the City of Waterloo, Iowa. Said maintenance shall be made without expense to the City or the abufting property. In the event of the failure or default of the Contractor to remedy any or all defects appearing in said work within a period of two (2) years from the date of its acceptance by said Council, and after having been given ten (10) days notice so to do by registered letter deposited in the United States Post Office in said town, addressed to said contractor at the address herein given, then the City may proceed to remedy such defects. The costs and expenses thereof to be recovered from the Contractor and the sureties on its maintenance bond by an action brought in any court of competent jurisdiction. The Contractor shall give notice to said City by registered letter directed to the Mayor or City Clerk/Auditor thereof not more than four (4) and not less than three (3) months prior to the expiration of the term during which the Contractor is required to maintain said improvements, in good repair by the terms of its Contract. The liability of the Contractor and of the sureties on its bond for maintenance of the said improvements shall continue until three (3) months after such notice has been given to the City, and, in any event, until two (2) years after the acceptance of the work. FORM OF CONTRACT PAGE 4 OF 5 PAGES Page 245 of 383 CITY OF WATERLOO, IOWA Mayor City Clerk Landmark Turf Services LLC Contractor BY: Title: Approved by the City Council of the City of Waterloo, Iowa, this day of , 20 . ATTEST: , City Clerk Waterloo, Iowa FORM OF CONTRACT PAGE 5 OF 5 PAGES Page 246 of 383 Bond No. 64744550 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, Landmark Turf Services, LLC of Dunkerton, Iowa (the "Principal"), and Merchants Bonding Company (Mutual)of Des Moines, Iowa (the "Surety"), are held and firmly bound unto the City of Waterloo, Iowa (the "Obligee"), in the penal sum of Thirty Nine Thousand Eight Hundred Fifty Eight and 00/100 Dollars ($ 39,858.00 ), lawful money of the United States, for the payment of said sum in connection with a contract (the "Contract") dated on or about August 5, 2019 for the purpose of F.Y. 2020 Levee RIP RAP Spraying . 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 prompty 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 Page 1 .of 2 Hage 247 of 383 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. 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 August 5, 2019 PRINCIPAL Landmark Turf Services, LLC Name By: Title: SURETY Western Surety Company Name By: Title: At [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 icAf 48 of 383 11 1 1 1 1 Bond No. 64744550 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: that Landmark Turf Services, LLC (Name of Contractor) 7524 N. Raymond Rd., Dunkerton, IA 50626-9667 (Address of Contractor) Limited Liability Company a hereinafter called Principal, (Corporation, Partnership or Individual) and, Wesetern Surety Company (Name of Surety) PO Box 957289, St. Louis, MO 63195-7289 (Address of Surety) hereinafter called Surety, are held and firmly bound unto City of Waterloo (Name of Owner) 715 Mulberry St., Waterloo, IA 50703 (Address of Owner) Thirty Nine Thousand Eight Hundred hereinafter called OWNER, in the penal sum of Fifty Eight Dollars,($ 39,858.00 ) 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 5th day of August 20 19, a copy of which is hereto attached and made a part hereof for the construction of: F.Y. 2020 Levee RIP RAP Spraying 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. Page 249 of 383 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 5th day of August 20 19 . ATTEST: (Principal) Secretary (SEAL) Witness as to Principal U& (Address) Landmark Turf Services, LLC By ATTEST: Witness as to Surety 3022 Airport Blvd. (Address) Waterloo, IA 50703 By Principal 7524 N. Raymond Rd. (s) (Address) Dunkerton, IA 50626-9667 Western Surety Company Surety Attorney -in -Fact 3022 Airport Blvd., (Address) Waterlon, TA 5Q701 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. Page 250 of 383 Western Surety Company POWER OF ATTORNEY - CERTIFIED COPY Bond No. J1±4 7 4 4 550 KnoNv All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota, and having its principal office in Sioux Falls, South Dakota (the "Company"), does by these presents make, constitute and appoint Janet M its true and lawful attorney(s)-in-filct, with full power and authority hereby conferred, to execute, acknowledge :-ind deliver for and on its behalf as Surety, bonds for: Principal: Landmark Turf Services, LLC Obligee: City of Waterloo Amount: $ 1 , 0 0 0 , 0 0 0 0 0 and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Vice President, sealed with th corporate seal of the Company and duly attested by its Secretary, hereby ratifying attorney(s)-in- factand confirming all that the said may do within the above stated limitations. Said appointment is made under and by authority of the following bylaw of Western Surety Company which remains in full force and effect. "Section 7. All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by such other officers as the Board of Directors may authorize. The President., any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile." If Bond No. 6A7 4 4 5.50 is not issued on or before midnight of October 18th, 2019 authority conferred in this Power of Attorney shall expire and terminate. , all In Witness Whereof, Western Surety Company has caused these presents to be signed by its Vice President, Paul T. Bruflat, and its corporate.seal to be affixed this 5th day of August 2019 . TE OF -SOUTH DAKOT.A COUN TY 0 -ikffA ss ()n this 5th day of Paul T. Bruflat, who being to me du WESTERN SURETY COMPANY and J. MOHR NOTARY PUBLIC ss SEAL SOUTH DAKOTA WES7ER.NSUR Y COMPANY Paul T ruflat, Vice President. August , in the year 2019 , before me, a notary public, personally appeared ly sworn, acknowledged that he signed the above Power of Attorney as the aforesaid officer of acknowledged said instrument to be the voluntary act and deed of said corporation. + 4' My Commission Expires June 23, 2021 Notary Public - South Dakota the undersigned officer of Western Surety Company, a stock corporation of the State of South Dakota, do hereby certify that the attached Power of Attorney is in full force and effect and is irrevocable, and furthermore, that. Section 7 of the bylaws of the Company as set forth in the Power of Attorney is now in :force. In testimony whereof, I have hereunto set my hand and seal of Western Surety Company this August 2 0 1 9 S U R L day of COMPANY Paul Vice President To validate bond authenticity, go to www.cnasurety.com > Owner/Obligee Services > Validate Bond Coverage. Form F5306-10-2017 Page 251 of 383 ACCPRI CERTIFICATE OF LIABILITYDATEM/DD/YYYY) INSURANCE 10/24/2018 2018 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 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 PDCM Insurance P.O. Box 2597 Waterloo IA 50704 CONTACT NAME: Paige Thompson N (A/CN,©, Ext): 319-234-8888 FAX No): 319-234-7702 E-MAIL ADDRESS: ptnompson@pdcm.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Employers Mutual Companies 21415 INSURED LANDTUR-01 Landmark Turf Services, LLC 7524 N. Raymond Road Dunkerton IA 50626 .04. 4.... •mow . w ... ... - INSURER B : INSURER C : EACH OCCURRENCE INSURER D : INSURER E : INSURER F : ATE 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. INSR LTR TYPE OF INSURANCE ADDL NSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DDJYYYY) POLICY EXP (MM/DD/YYYYL LIMITS A X COMMERCIAL GENERAL LIABILITY 5D95062 11/1/2018 11/1/2019 EACH OCCURRENCE CLAIMS -MADE �I OCCUR DAMAGE TO RENTED $1,000,000 PREMISES (Ea occurrence) MED EXP (Any one $ 300,000 $ 5,000 person) PERSONAL 8, ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ' GENERAL AGGREGATE $ 2,000,000 X POLICY PR©- JECT LOCO PRODUCTS - COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LIABILITY 5E95062 11/1/2018 11/1/2019 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X ANY AUTO ALL OWNED BODILY INJURY (Per person) $ AUTOS SCHEDULED AUTOS NON-OSWNED BODILY INJURY (Per accident) $ X HIRED AUTOS X ,AUTO PROPERTY DAMAGE (Per accident) $ A X UMBRELLA LIAB X OCCUR 5J95062 11/1/2018 11/1/2019 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS -MADE AGGREGATE $ 5,000,000 DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N 5H95062 11/1/2018 11/1/2019X PER STATUTE OTH- ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? Y N / A E.L. EACH ACCIDENT �. $ 1,000,000 (Mandatory in NH) If yes, describe under E.L. DISEASE - EA EMPLOYEE $ 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 �w a DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION City of Waterloo 715 Mulberry Street Waterloo IA 50703 USA ACORD 25 (2014/01) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Page 252 of 383 CITY OF WATERLOO Council Communication Motion approving Final Quantity Summary for a net decrease of $10,787.68 for the FY 2018 Sidewalk Repair Program - Zone 8 and Trail Repairs, Contract No. 948, and authorize the Mayor and City Clerk to execute said document. City Council Meeting: 8/12/2019 Prepared: 8/6/2019 REVIEWERS: Department Reviewer Action Date , m imam ee i . Kn utson, Jamie . . p rov , 8/6/2019 : „v M Clerk Office Even., IeAn. Approved 8/6/201.9 ...... 1..0:35 AM ATTACHMENTS: Description " r.a Quantity ry SUBJECT: Submitted by: Summary Statement: Source of Funds: Type Backup era Motion approving Final Quantity Summary for a net decrease of $10,787.68 for the FY 2018 Sidewalk Repair Program - Zone 8 and Trail Repairs, Contract No. 948, and authorize the Mayor and City Clerk to execute said document. Submitted By: Wayne Castle, PLS, PE, Associate Engineer This is the accumulated amount of adjustments from original to final quantities that were determined necessary during the construction of the project, which results in a decrease to the total project cost. GO Bonds Page 253 of 383 CITY OF WATERLOO IOWA FINAL QUANTITY ADJUSTMENT P OJECT: F.Y. 2018 SIDEWALK REPAIR PROGRAM — ZONE 8 & TRAIL EPAI7S CONTRACT NO. 948 Date Prepared: July 30, 2019 AMOUNT: 10 787.68 DECR ASE TO: B & B BUILDERS & SUPLY , Contractor You are hereby ordered to perform the following extra work on your contract dated May 14, 2018. A. Description of extra work to be done: Adjust original construction quantities to actual construction quantities. B. Reason for ordering extra work: As -built quantities varied for some bid items C. Settlement for cost of extra work to be made as follows: Compensation already made to contractor through bid items. See attached summary. TOTAL DECREASE $103787.68 BY: B & B BUILDERS & SUPPLY Mayor Date ATTEST: City Clerk Date FINAL QTY. ADJ. CONTRACTOR Y: TITLE: AP ROVED: City Engineer Cont # 948 Sheet 1 o 254 of 383 F.Y. 2018 SIDEWALK REPAIR PROGRAM - ZONE 8 & TRAIL REPAIRS CONTRACT NO. 948 DIVISION I - ALLEY AND SIDEWALK REPAIRS FINAL PERIOD: NONE BID ITEM 339 $ 24 ITEM DESCRIPTION UNIT ORIGINALIID QUANTITY FINAL QUANTITY QUANTITY DIFFERENCE 13 &13 UNIT PRICE 8 & 8 UNIT PRICE EXTENDED INCREASE / DECREASE 1 Remove Sidewalk 787.68 SF 956.3 14668 510,3 I $ 3.00 2,868.90 8 1,530.90 2 Sidewalk, 4" PCC 3 4 Sidewalk, 6" PCC Patch SF SF 616.8 862.5 245.7 339,5 605.2 265.7 CH 1. (1,0) 6.25 I $ 7.85 5,00 3,855.00 1,535.63 2,665,08 2,085,75 .00 5.00) 5 6 Traffic Control Mobilization LS LS 1.0 1,0 1.0 8 1 200 00 800,00 1,200.00 800,00 Division !Totals $ 11,473.98 5,067,27 DWI ION 11- RAMP REPAIRS BID ITEM DESCRIPTION ITEM UNIT OIRIGINAL BID QUANTITY FINAL QUANTITY QUANTITY DIFFERENCE CONTRACTOR UNIT 'TOTAL ORIGINAL BID PRICE PRICE INCREASE / DECREASE 1 2 Remove Sidewalk Sidewalk, 4" PCC 15,441.0 SF 6,842,2 14,921.7 8,495,0 519. $ 1,652.8 $ 3.00 $ 6.25 $ 46,323.00 $ 1,557.90 42,763.75 10,330.00 Sidewalk, 6" PGC SF 7,617.4 5,235.8 4 Class A Sidewalk Combined Sidewalk & Retaining Wall SF CY 208.7 211.9 (2,381.8) $ 3.2 $ 12.00 8.00 $ 60,939.20 19,054.40) 2,504.40 $ 38.40 3,5 (3,5) $ 600,00 $ 2,070,00 $ (2,070.00) Sidewalk Curb LF 35.7 7 Oelectabl Saw Cut Curb ming Surface SF LF 1,210.8 49,0 1 130 0 2,0 9 Remove & Replace 24" PC0 Curb & Gutter, T' LF 135.2 107.2 (35.7) I $ (80.8) 5 (47,0) $ (28.0)1 $ 35.00 $ 1,249.50 $ (1,249.50) 35.00 5 42,378.00 $ (2,828.00) 6,80 $ 333,20 $ (319.60) 10 Remove & Re lace 4" PC0 Curb & Gutter, 7.5" 11 Remove & Replace 24" PCC Curb & Gutter, 9" 12 Remove & Replace 24" P00 Curb, & Gutter, 10" 13 Remove & Re lace 24" PCC Curb & Gutter, 0.5" 14 Remove & Replace 24" PC0 Pavement with integral Curb & Gutter, 7" LF LF LF F SF 16.7 613.6 160,8 557.8 1,881.8 55.9 407.2 11.2 354.0 754.7 39.2 (2064). $ 150,6 $ 33.50 $ 44.50 $ 36.50 $ 37.50 (203.8) $ 40.50 11,50 I (1,127.1) $ 4,529.20 $ (938.00) 743.15 $ 22.396,40 $ 1,744.40 (7,533.60) 6,022.50 I $ 5,647.50 22,590.90 I5 21,640,70 (8,253.90) (12.981.65) 15 Remove & Replace 24" PC0 Pavement with Integral Curb & Gulter„ 9" SF 51.0 76,1 125.1 15.50 790,50 $ 1,939.05 1 20 HMA Patch, 3" Type E -1 -C Inlet Manhole Adjustment Excavation Hydroseeding SF EACH EACH SY SY 14 2.0 1.0 1,341.0 1,341,0 59. 2,0 1, 1,227.0 1,227.0 (114.0) (114.0) $ 8.00 I $ 4,000,00 I 300. 00 18.00 .00 1,168.00 I $ 8,000,00 If 300.00 24,138.00 12,069.00 689.60 (2,052.00) (1,026.00) 21 Erosion & Sediment Control LS 22 Traffic Control 23 Mobilization LS LS 1.0 1.0 1.0 1.0 - $ 0.00 $ 500.00 1.0 4,000.00 1.0 1,000,00 $ 4,000.00 1,000.00 $ 1001 Remove & Re lace 24" PCC Pavement with Int 1002 1003 1004 I 1005 1006 Curb & Gutter, 8" SF Remove & Replace 24" PC0 Pavement with Integral Curb & Gutter, 10" Remove & Replace 24" PC0 Curb & Gutter, 'IA Remove & Re lace 24" PCC Curb Gutter, 8" ater Valve Adjustment Sod SF LF LF EACH SF Division 11 Totals 0 3.0 890.4 $ 1.50 Division II Change Order Totals Division 1 & II Totals $ 299088.58 $ (4 0) 6,651.45 3,885.00 236,80 3,108.00 450.00 1,335.60 15 666 85 (35767.53) Division I 11, & Division II Change Order Item Totals 29908858 (20,100,68) DIVISION 111 - CI HALL REAR ENTRANCE ID ITEM ITEM DESCRIPTION UNIT ORIGINAL Bi QUANTITY FINAL QUANTITY QUANTITY DIFFERENCE CONTRACTOR UNIT PRICE TOTAL ORIGINAL BID PRICE INCREASE / DECREASE 2 Pavement Removal Saw Cu SF 736.0 778.0 40. 2.0 1,476.00 0.00 LF 78.0 98.0 20. 4.50 351.00 90.00 Excavation, Ciass 10 11.0 11.0 $ 18.00 198.00 Roadstone, 3/4" TON 25.0 14.8 (11.0) .00 450.00 (198.00) Frost Fooling LF 32.0 32.0 35.00 $ 1120.00 $ Pavement, PCC, " Traffic Control SF LS 738.0 778,0 1.0 1.0 40.0 $ 7,00 $ $ 300.00 $ Division 111 Totals 1 5,166.00 300.00 061.00 280.00 2.00 LFLa rt_nent Totals Change Order Totals Payment Pay Estimate #1 Date Sidewalk City Hall Total Amount 6/27/2018 32,925,96 32,925.96 Pa Estimate #2 Pay Estimate #3 7/18/2018 8/1/2018 $ 44,192.43 $ 104.206,49 44.192.43 104,206,49 Pay Estimate #4 8114/2018 47,001.00 47,001.00 Pa Estimate #5 8/30/2018 Pay Estimate #6 9/12/2018' 25,182.53 35,928.04 25,182.53 35,928.04 Pay Estimate #7 7/12/2019 14,395.11 14,395.11 Pa Estimate #8 7/30/2019 Retainage $ 15,991,14 8,847.35 465,65 8,847.35 16,456.79 Payment 'Totals 319,822,70 9,313.00 329,135.70 Change Order #1 (Items #1001 to 1006) Chan se Order #2 Division 111 Change Order Total 15,666.85 $ 9313,00 24,978.85 ori(iiiial Contract Amottrit',. 339 $ 24 923.38 979.85 Change Order Total Iiirlary Final Qiiantity IIsII 1,,u, Amount .$ 35 767.53 , FinalContract AIT1' 0"11,111t $ 329 135.70 Difference between Original and Final Contract Amounts $ 10 787.68 1949 FINAL Page 255 of 383 CITY OF WATERLOO Council Communication Resolution approving Completion of Project and Recommendation of Acceptance of Work, for work performed by B & B Builders & Supply of Waterloo, Iowa, at a total cost of $329,135.70, in conjunction with the FY 2018 Sidewalk Repair Program - Zone 8 and Trail Repairs, Contract N o . 948, and receive and file two- year maintenance bond. City Council Meeting: 8/12/2019 Prepared: 8/6/2019 REVIEWERS: Department Reviewer Action v ngineering Knutson, JDA amie Approved Clerk Office IfEveirt, 1..,eA.nn Rejecter,:. Engine ei g Knutson, n utson a.1, � ui. Approved. oved. ( ; �.:k Office Even, 1.. de An mem Approved SUBJECT: Submitted by: Summary Statement: Source of Funds: Date 8/6/2019 :LP AM 8/6/2019 ,,,,,,, ° 5 P 8/6/2019 ,,,,,,, 12:36 P Resolution approving Completion of Project and Recommendation of Acceptance of Work, for work performed by B & B Builders & Supply of Waterloo, Iowa, at a total cost of $329,135.70, in conjunction with the FY 2018 Sidewalk Repair Program - Zone 8 and Trail Repairs, Contract No. 948, and receive and file two-year maintenance bond. Submitted By: Jamie Knutson, PE, City Engineer B & B Builders & Supply has completed the above referenced project in accordance with the plans and specifications. 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. GO Bonds Page 256 of 383 CITY OF WATERLOO Council Communication Resolution approving construction plans for sanitary sewer serving Lost Worlds Theme Park, as submitted by Wayne C laas s en Engineering and Surveying, of Waterloo, Iowa, and Sewage Treatment Agreement, DNR Form 29 (Nov 00) with the Department of Natural Resources, and the final acceptance of construction plans, subject to the review and acceptance by the Department of Natural Resources, and authorize the Mayor to execute said documents. City Council Meeting: 8/12/2019 Prepared: 8/7/2019 REVIEWERS: Department Reviewer Action Date :Engineering eering .m som , jar. ie Approved /7/2019 ....., 10:39 AM Clerk Office Even, IdeAnn. Approved 8/7/2019 ....., 11 AO AM ATTACHMENTS: Description Type Worlds e r m ark: rrn. se . pars Cover al�....m�► N R Fat rc . " Backup up M atei i.al�. SUBJECT: Submitted by: Summary Statement: Background Information: Resolution approving construction plans for sanitary sewer serving Lost Worlds Theme Park, as submitted by Wayne C lags s en Engineering and Surveying, of Waterloo, Iowa, and Sewage Treatment Agreement, DNR Form 29 (Nov 00) with the Department of Natural Resources, and the final acceptance of construction plans, subject to the review and acceptance by the Department of Natural Resources, and authorize the Mayor to execute said documents. Submitted By: Jamie Knutson, PE, City Engineer These construction plans have been reviewed by the Engineering Department. They appear to meet current design standards and specifications, therefore they are recommended for approval by the City Council. The sanitary sewer from SA -SO to SA -S3 as shown in the attached plans will be public and the rest of the sanitary sewer on the site will be private. Page 257 of 383 E SHAUL'S RO. Construction Plans LOST WORLDS THEME PARK Waterloo, Iowa Year 2019 The Urban Standard Specifications for Public Improvements (SUDAS) 2018 Edition, together with these plans shall apply to all work performed on this project. Index of Sheets C1.0 Title Sheet C1.1 - General Notes C1.2 - Estimated Project Quantities C1.3 - 01.5 - Bid Reference Notes C2.0 - GradingPlan C2.1 - Lake Typical Section C3.0 - Sanitary Sewer Schematic C3.1 - 03.5 - Sanitary Sewer Plan and Profiles C4.0 - 04.1 - Storm Sewer Schematic C4.2 - Tabulation of Storm Sewer C4.3 - Longitudinal Subdrain Plan C5.0 - Water Main Schematic C5.1 - C5.5 - Water Main Plan and Profiles C6.0 - C6.1 - Paving Schematic C7.0 - C7.5 - Erosion Control Plan C8.0 - C8.1 - Details- Erosion Control C9.0 - 09.1 - Details- Pipe Bedding C10.0 - 010.1 - Details- Water Main C11.0 - 011.1 - Details- Sanitary Sewer 012.0 - 012.2 - Details- Storm Sewer C13.0 - Details- Paving 00 1 14 Know what's below. Call before you dig. , .MS 408 Lov,-a.j Certification ir:.,c,cegi4vays.t-r-e- , , „, : , gnot,e, dui 7,77.% bp' ., „„,.,- _ 7 ?"7d" Mei= J Claassen, . . Dote, '17; i Licerse . 9488 My license renewal dote is December 31, Pages or sheets covered by this se, itt , ' shee 01.0 THE "ENGINEER" AS INDICATED ON THESE PLANS, SPECIAL PROVISIONS AND AND BID REFERENCE NOTES IS: WAYNE CLAASSEN ENGINEERING AND SURVEYING, INC. 2705 UNIVERSITY AVENUE (P.O. BOX 898) WATERLOO, IOWA 50704 TELEPHONE: (319) 235-6294 FAX: (319) 235-0028 THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SODAS) IN ADDITION TO THE STANDARD SPECIFICATIONS, SERIES 2019 OF THE IOWA DEPARTMENT OF TRANSPORTATION, PLUS CURRENT SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS SHALL APPLY TO ALL WORK ON THIS PROJECT. PLANS INCLUDED IN THE PROJECT ARE FOR THE PURPOSE OF ALIGNMENT, LOCATION AND SPECIFIC DIRECTIONS FOR THE WORK TO BE PERFORMED UNDER THE CONTRACT. IRRELEVANT DATA ON THESE SHEETS IS NOT TO BE CONSIDERED A PART OF THIS CONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK BETWEEN ALL EQUIPMENT SUPPLIERS CRAFTS AND SUBCONTRACTORS INVOLVED IN THE PROJECT INCLUDING STAGING OF CONSTRUCTION AND CONSTRUCTION DETAILS. THE CONTRACTOR SHALL INSURE ALL REQUIRED BARRICADES, FENCING, DELINEATORS, AND SUCH ADDITIONAL SAFEGUARDS, SAFETY DEVICES AND PROTECTIVE EQUIPMENT ARE ERECTED AND MAINTAINED, AND TAKE SUCH ACTIONS AS ARE REASONABLY NECESSARY TO PROTECT THE LIFE AND HEALTH OF HIS EMPLOYEES, SUBCONTRACTORS AND THE PUBLIC IN THE VICINITY OF ALL CONSTRUCTION WORK ZONES. ALL ABOVE REFERENCED TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH PART VI OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MILLENNIUM EDITION. ALL OBSTRUCTIONS TO THE WORK REMOVED BY THE CONTRACTOR TO FACILITATE CONSTRUCTION WHICH ARE NOT SHOWN FOR REMOVAL, OR ORDERED BY THE ENGINEER, SHALL BE REPLACED WITH EQUAL OR BETTER MATERIALS AS APPROVED BY THE PROJECT ENGINEER. THE LOCATION OF ALL KNOWN EXISTING UTILITIES AND SEWERS INDICATED ON THESE PLANS ARE TAKEN FROM EXISTING RECORDS AND ARE NOT GUARANTEED BY THE OWNER OR THE ENGINEER; THEREFORE, THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THE CONTRACTOR SHALL CONFIRM THE EXACT LOCATIONS AND ELEVATIONS OF THESE AND OTHER FACILITIES THAT MAY EXIST BUT ARE NOT SHOWN ON THE PLANS PRIOR TO SUBMITTING BIDS. THE CONTRACTOR SHALL EXPOSE UTILITIES AND SEWERS NOTED ON THE PLANS, AS DIRECTED IN THE FIELD BY THE ENGINEER, PRIOR TO BEGINNING ANY CONSTRUCTION OPERATIONS SO THE EXACT LOCATIONS AND ELEVATIONS MAY BE DETERMINED. NO DIRECT PAYMENT SHALL BE MADE FOR THIS WORK, UNLESS NOTED IN SPECIFIC ITEM REFERENCE DATA, AND SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITIES AND/OR CITY DEPARTMENTS A MINIMUM OF FORTY-EIGHT (48) WORKING HOURS IN ADVANCE OF COMMENCING WORK ON THE PROJECT AND TO THEREAFTER COORDINATE NECESSARY ADJUSTMENTS AND/OR REALLOCATIONS SO AS TO ELIMINATE DELAYS AND SERVICE INTERRUPTIONS. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR DELAYS AND/OR EXTRA COSTS DUE TO CONFLICTS WITH ANY UTILITIES OR SEWER FACILITY UNLESS OTHERWISE NOTED. ONE CALL UNDERGROUND LOCATION SERVICE: 1-800-292-8989 TELEPHONE SERVICE BY CENTURYLINK: 1-800-603-6000 WATER SERVICE WATERLOO WATER WORKS: 319-232-6280 ELECTRICAL SERVICE BY MIDAMERICAN ENERGY: 1-800-329-6261 GAS SERVICE BY MIDAMERICAN ENERGY 1-800-329-6261 SANITARY SERVICE BY THE CITY OF WATERLOO SEWER DEPT.: 319-291-4446 THE CONTRACTOR SHALL NOTE THAT EXISTING WATER, SEWERS, GAS, TELEPHONE, PROVISIONS AND ELECTRIC, ELECTRONIC AND OTHER, PUBLIC AND PRIVATE, UTILITIES, SERVICES AND CONNECTIONS FROM THESE UTILITIES MAY EXIST WITHIN OR ADJACENT TO THE WORK AREA. SPECIAL PRECAUTIONS MUST BE USED WHEN WORKING AROUND SAID UTILITIES, SERVICES AND CONNECTIONS. PRIOR TO OPENING AN EXCAVATION, THE CONTRACTOR SHALL DETERMINE WHETHER PUBLIC OR PRIVATE UNDERGROUND INSTALLATIONS; I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATIONS OF SUCH AN INSTALLATION, THE EXACT LOCATIONS SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION. THE ENGINEER SHALL FURNISH HORIZONTAL AND VERTICAL CONTROL STAKES FOR THIS WORK AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OTHER STAKING. THE CONTRACTOR SHALL MAINTAIN ALL STAKES AND REPORT ANY DAMAGE TO THE ENGINEER. THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS AND DIMENSIONS AS SHOWN ON THE DRAWINGS, AND HE SHALL REPORT ANY ERRORS OR INCONSISTENCIES TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MISTAKES THAT MAY BE CAUSED BY THEIR LOSS OR DISTURBANCE, AND SHALL BE CHARGED FOR THE COST OF REPLACING THEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ITEMS NOT SPECIFIED FOR REMOVAL, RECONSTRUCTION, OR DEMOLITION AREAS INCLUDING BUT NOT LIMITED TO ROADWAYS, DRIVES, STRUCTURES, LAWNS, CROP LAND, AND PARKING AREAS OUTSIDE THE PROJECT SCOPE OR CONSTRUCTION LIMITS WHICH ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS DURING CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR, AS APPROVED BY THE PROJECT ENGINEER. NO SEPARATE PAYMENT SHALL BE MADE FOR SAID WORK AND IT SHALL BE CONSIDERED INCIDENTAL TO OTHER APPLICABLE WORK. CONTRACTORS WISHING TO MAKE SUBSURFACE EXPLORATIONS PRIOR TO SUBMITTING BIDS ON THE PROJECT SHALL CONTACT THE PROJECT ENGINEER TO MAKE NECESSARY ARRANGEMENTS PRIOR TO CONDUCTING SAID INVESTIGATIONS. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND DESIRABLE TREES WITHIN OR OUTSIDE THE CONSTRUCTION LIMITS. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREAS WILL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. BOND, MAINTENANCE, 2 -YEAR: CONTRACTOR SHALL GUARANTEE THE MAINTENANCE OF PUBLIC SANITARY SEWER IMPROVEMENTS TO THE CITY OF WATERLOO FOR A PERIOD OF TWO (2) YEARS AFTER COMPLETION OF SAID IMPROVEMENTS AND ACCEPTANCE BY THE OWNER AND THE CITY. SAID BOND TO BE OF A FORM THAT IS ACCEPTABLE TO THE CITY. THE PORTION OF THE SANITARY SEWER EXTENSION TO BE CONSIDERED A PUBLIC SANITARY SEWER SHALL BE THE SEGMENTS FROM THE EXISTING SANITARY SEWER THROUGH SANITARY MANHOLE SAN -S3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, CERTIFICATIONS AND CUT SHEETS ON ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT, PRIOR TO ORDERING SUCH MATERIALS. THE CONTRACTOR SHALL REVIEW AND APPROVE SAID DOCUMENTS PRIOR TO SUBMITTAL TO THE ENGINEER. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO INSURE THAT SAID SHOP DRAWINGS, CERTIFICATIONS AND CUT SHEETS MEET THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL APPLY NECESSARY MOISTURE TO THE CONSTRUCTION AREA AND HAUL ROADS TO PREVENT THE SPREAD OF DUST. REFER TO ARTICLE 1107.07 OF THE IOWA D.O.T. STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. NO PAYMENT WILL BE MADE FOR THIS ITEM. IT SHALL BE CONSIDERED INCIDENTAL TO OTHER APPLICABLE ITEMS. ESTIMATED QUANTITY FOR NEW CONCRETE PAVEMENT INCLUDES ALL INTEGRAL CURB, ALL STREET RETURNS AND SPECIAL AREAS OF REPAIRS TO CONNECTING PAVEMENTS. SPECIAL CARE SHALL BE TAKEN WHEN FORMING AT INTERSECTIONS SO THAT THE PROFILES AND ELEVATIONS SHOWN ON THE CROSS SECTIONS, STREET RETURN PROFILE SHEETS, AND STAKING DIAGRAM SHEETS ARE OBTAINED. SHORT LENGTHS OF FORMS OR FLEXIBLE FORMS MAY BE NECESSARY AT THESE LOCATIONS. TO OBTAIN THE CORRECT FORM GRADES AT LOW POINTS WHERE INTAKES ARE LOCATED, THE CONTRACTOR MUST EXERCISE EXTREME CARE WHEN PAVING FULL WIDTH PAVEMENTS. THIS MAY REQUIRE POURING ONE HALF OF THE PAVEMENT AT A TIME OR OTHER METHODS APPROVED BY THE ENGINEER. CONTRACTOR IS TO USE DUE CAUTION IN WORKING OVER AND AROUND ALL TILE LINES. BREAKS IN THE LINE DUE TO THE CONTRACTOR'S CARELESSNESS ARE TO BE REPLACED AT HIS/HER EXPENSE WITHOUT COST TO THE OWNER. EXISTING TILE LINES THAT MUST BE CUT FOR INSTALLATION OF SEWER OR WATER LINES WILL BE REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE AT THE OWNER'S EXPENSE AS PER THE APPLICABLE BID ITEM. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER, FOR CITY OF WATERLOO APPROVAL, ALL ROUTES OF HAUL OF MATERIALS TO THE PROJECT SITE. ROUTES OF HAUL WILL BE LIMITED TO THOSE ROUTES WHICH ARE APPROVED BY THE CITY OF WATERLOO. THE CONTRACTOR SHALL COMPLETE ALL EARTHWORK AND EXCAVATIONS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, INSTRUCTIONS OF THE OWNER'S GEOTECHNICAL CONSULTANT AND THESE PLANS. IF DECREPANCIES ARE FOUND TO EXIST IN THESE REQUIREMENTS, THE CONTRACTOR SHALL MEET THE MOST STRINGENT REQUIREMENT, AS DETERMINED BY THE OWNER'S REPRESENTATIVES. EXCAVATIONS AND EMBANKMENT CONSTRUCTION SHALL BE MECHANICALLY COMPACTED TO A MINIMUM OF 98% OF STANDARD PROCTOR DENSITY AT -2% TO +4% OF OPTIMUM MOISTURE IN MAXIMUM LIFTS OF 8" LOOSE THICKNESS. THE CONTRACTOR SHALL ADJUST THE MOISTURE OF ALL BACKFILL TO WITHIN THIS RANGE PRIOR TO PLACING IT INTO TRENCHES OR UPON THE ROADBED FOR SUBSEQUENT COMPACTION. THERE SHALL BE NO SEPARATE PAYMENT FOR THIS WORK. EXCAVATION, EMBANKMENT AND LINER CONSTRUCTION WILL REQUIRE SORTING, STOCKPILING, CROSS -HAULING, OVEREXCAVATION OF UNSUITABLE MATERIALS AND MOISTURE CONTENT CONDITIONING OF SOILS, AS DETERMINED BY THE OWNER'S REPRESENTATIVES AND THE OWNER'S GEOTECHNICAL CONSULTANT. EROSION CONTROL ITEMS DISTURBED BY CONSTRUCTION OR OTHER ACTIVITIES ON THE SITE SHALL BE REPLACED AT NO COST TO THIS CONTRACT. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL FENCING TO PREVENT THE TRANSPORT OF SEDIMENT OFF-SITE AT NO ADDITIONAL COST TO THIS CONTRACT. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL FENCING AND OTHER EROSION CONTROL ITEMS WITHIN 48 HOURS OF THE TIME FIRST INSTRUCTED BY THE ENGINEERS. THE CONTRACTOR AND ALL OF HIS/HER SUBCONTRACTORS SHALL MAKE THEMSELVES FAMILIAR WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES DISCHARGE OF STORM WATER FROM THIS PROJECT AND SHALL COMPLY WITH ALL ASPECTS OF THE IOWA NPDES STORM WATER GENERAL PERMIT NO. 2, THE PERMIT FOR THIS PROJECT, THE CITY OF WATERLOO STORM WATER REGULATIONS AND THE EROSION CONTROL PLAN FOR THIS PROJECT. THE CONTRACTOR AND ALL OF HIS/HER SUBCONTRACTORS SHALL SIGN THE CERTIFICATION STATEMENT PROVIDED FOR THE NPDES PERMIT FOR THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SWPPP AND STORM WATER NPDES REQUIREMENTS, INCLUDING RECORD KEEPING FROM THE BEGINNING OF CONSTRUCTION THROUGH SUBSTANTIAL COMPLETION AND APPROVAL BY THE OWNER. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE EXISTING SURFACE WATER AND GROUNDWATER CONDITIONS AT THE PROJECT. SURFACE WATER AND GROUNDWATER IS PRESENT IN THE WORK AREA AND WILL AFFECT WORKING CONDITIONS AT THE SITE. THE CONTRACTOR IS REQUIRED TO PROVIDE AND USE ALL NECESSARY MATERIALS, EQUIPMENT AND LABOR NECESSARY TO COMPLETE ALL PORTIONS OF THE PROJECT AS PER THE OWNER'S GEOTECHNICAL CONSULTANTS RECOMMENDATIONS AND REQUIREMENTS, THESE PLANS AND SPECIFICATIONS AT NO ADDITIONAL COST ATTRIBUTABLE TO SURFACE WATER OR GROUNDWATER. IF DECREPANCIES ARE FOUND TO EXIST IN THESE REQUIREMENTS, THE CONTRACTOR SHALL MEET THE MOST STRINGENT REQUIREMENT, AS DETERMINED BY THE OWNER'S REPRESENTATIVES. EACH CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF HIS/HER WORKERS, HIS/HER SUBCONTRACTOR'S AND THE PUBLIC. Page 259 of 383 VW� General Notes sheet C1.1 ESTIMATED PROJECT QUANTITIES ITEM N❑. DESCRIPTION U N ITS ESTIMATED QUANTITY EROSION CONTROL 001 EROSION CONTROL SILT FENCE L.F. 16,000 002 12" DIA. STRAW FILLED WATTLE L.F. 1,550 003 WOOD EXCELSIOR MAT FOR SLOPE PROTECTION (IOWA DOT EC -103) S.Y. 90,270 004 EROSION STONE TONS 11,200 005 ENGINEERING FABRIC S.Y. 17,750 006 SEED, FERTILIZE AND MULCH (IDOT RURAL MIX) ACRES 59.6 007 SEED, FERTILIZE AND MULCH (IDOT STABILIZATION MIX) ACRES 91.8 008 SWPPP COMPLIANCE, COMPLETE LUMP SUM EARTHWORK 101 TOPSOIL STRIP, SALVAGE, AND STOCKPILE C.Y. 347,820 102 SITE EXCAVATION LUMP SUM 103 LAKE LINER CONSTRUCTION, IN PLACE C.Y. 108,500 104 TOPSOIL RESPREAD, 4" THICKNESS C.Y. 53,700 105 TEMPORARY WORKER PARKER AREA, JOB TRAILER AREA, STAGING AREA, 30' WIDE ROCKED LUMP SUM SEMI TRUCK ACCESS DRIVES AND 20' WIDE ROCKED STRAIGHT TRUCK ACCESSS DRIVE SANITARY SEWER CONSTRUCTION 201 SANITARY SEWER MANHOLE, STANDARD 48" DIA. EACH 19 202 SANITARY SEWER MANHOLE, STANDARD 60" DIA. EACH 203 SANITARY SEWER MANHOLE, STANDARD 72" DIA. EACH 204 SANITARY SEWER, 8 -INCH DIA. WITH TEES AND WYES L.F. 3,563 205 SANITARY SEWER, 12 -INCH DIA. WITH TEES AND WYES L.F. 1,345 206 SANITARY SEWER SERVICE, 6 -INCH DIA. L.F. 815 STORM SEWER CONSTRUCTION 401 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -405 EACH 402 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -508 EACH 403 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -510 EACH 404 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -510 MODIFIED EACH 405 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -512 EACH 406 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -513 MODIFIED EACH 407 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -562 EACH 408 STORM SEWER, 12 -INCH DIA. 2000D RCP L.F. 303 409 STORM SEWER, 15 -INCH DIA. 2000D RCP L.F. 306 410 STORM SEWER, 18 -INCH DIA. 2000D RCP L.F. 635 411 STORM SEWER, 24 -INCH DIA. 2000D RCP L.F. 1,087 412 STORM SEWER, 27 -INCH DIA. 2000D RCP L.F. 578 413 STORM SEWER, 30 -INCH DIA. 2000D RCP L.F. 392 414 STORM SEWER, 36 -INCH DIA. 2000D RCP L.F. 438 415 STORM SEWER, 48 -INCH DIA. 2000D RCP L.F. 1,035 416 STORM SEWER, 44 x 27 2000D ARCH RCP L.F. 573 417 STORM SEWER, 15 -INCH DIA. HDPE, NON -PERFORATED L.F. 81 418 STORM SEWER, 24 -INCH DIA. HDPE, NON -PERFORATED L.F. 187 419 STORM SEWER APRON, 12 -INCH DIA. 2000D RCP EACH 420 STORM SEWER APRON, 24 -INCH DIA. 2000D RCP EACH 4 421 STORM SEWER APRON, 27 -INCH DIA. 2000D RCP EACH 422 STORM SEWER APRON, 36 -INCH DIA. 2000D RCP EACH 423 STORM SEWER APRON, 48 -INCH DIA. 2000D RCP EACH 4 424 STORM SEWER APRON, 44 x 27 2000D ARCH RCP EACH 12 425 STORM SEWER APRON, 24 -INCH DIA. HDPE EACH 426 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -562 MODIFIED EACH 12 ESTIMATED PROJECT QUANTITIES ITEM NO. DESCRIPTION UNITS ESTIMATED QUANTITY LONGITUDINAL SUBDRAIN CONSTRUCTION 501 LONGITUDINAL SUBDRAIN, 6 -INCH DIA. IN POROUS BACKFILL L.F. 6,200 502 LONGITUDINAL SUBDRAIN OUTLET TO STORM STRUCTURE, IDOT RF -19C EACH 8 503 TEMPORARY DRAINAGE TILE, 4 -INCH DIA. IN POROUS BACKFILL L.F. 5,000 WATER CONSTRUCTION 601 WATER SERVICE, COPPER, 1 1/2" DIA. L.F. 370 602 WATER SERVICE CONNECTION, 1 1/2" DIA., COMPLETE EACH 8 603 WATER MAIN, DUCTILE IRON, THICKNESS CLASS 52, 8 -INCH DIA. L.F. 5,377 604 TIE-IN TO EXISTING WATERMAIN, COMPLETE EACH 605 WATER METER PIT, COMPLETE EACH 1 606 NEW FIRE HYDRANT ASSEMBLY, M.J., 6.5' BURY, COMPLETE EACH 16 607 11.25° BEND, 8" DIA. D.I.P., COMPLETE WITH MECHANICAL THRUST RESTRAINT EACH 608 22.5° BEND, 8" DIA. D.I.P., COMPLETE WITH MECHANICAL THRUST RESTRAINT EACH 7 609 45° BEND, 8" DIA. D.I.P., COMPLETE WITH MECHANICAL THRUST RESTRAINT EACH 11 610 90° BEND, 8" DIA. D.I.P., COMPLETE WITH MECHANICAL THRUST RESTRAINT EACH 3 611 TEE, 8" DIA. X 8" DIA. D.I.P. COMPLETE WITH MECHANICAL THRUST RESTRAINT EACH 2 612 MJ GATEVALVE, 8" DIA., COMPLETE WITH VALVE BOX EACH 10 PAVING CONSTRUCTION 701 HMA, 3MESAL, 1/2" MIX, 2" COMPACTED THICKNESS SURFACE COURSE S.Y. 152,665 702 HMA, 3MESAL, 3/4" MIX, 2" COMPACTED THICKNESS BASE COURSE S.Y. 95,545 703 HMA, 3MESAL, 3/4" MIX, 3.5" COMPACTED THICKNESS BASE COURSE S.Y. 57,120 704 SIDEWALK, P.C. CONCRETE, 5 -INCH THICK, IDOT CLASS C-4 S.Y. 2,900 705 CURB AND GUTTER SECTION, 24" WIDE WITH 6" CURB, P.C. CONCRETE, IDOT CLASS C-4 L.F. 1,530 706 SUBBASE, MODIFIED, 6" COMPACTED THICKNESS S.Y. 102,700 707 SUBBASE, MODIFIED, 8" COMPACTED THICKNESS S.Y. 61,402 708 GRANULAR SHOULDER, 6" COMPACTED THICKNESS S.Y. 4,100 MISCELLANEOUS 801 TRAFFIC CONTROL LUMP SUM 1 802 SIGNAGE, COMPLETE LUMP SUM 1 803PAVEMENT MARKINGS, COMPLETE LUMP SUM 1 804 MOBILIZATION LUMP SUM 1 805 MAINTENANCE BOND, 2 -YEAR LUMP SUM 1 806 SINK CREEK TEMPORARY ACCESS CROSSING EACH 2 Page 26U of 383 ca V) 7: a) G) co 0 w co c U c `C •/ it V/ cc a w 2 Nw as C = a( � Or, o E i In 1— C (/) O UJ 0 O O i 0) itica Estimated Project Quantities sheet Cl .2 BID REFERENCE NOTES 001. EROSION CONTROL SILT FENCE ITEMS TO BE INSTALLED AND MAINTAINED AT LOCATIONS AS DIRECTED IN THE FIELD BY THE ENGINEER WITHIN 48 HOURS OF THE TIME FIRST INSTRUCTED BY THE ENGINEER. 002. 12" DIA. STRW FILLED WATTLE ITEMS TO BE INSTALLED AND MAINTAINED AT LOCATIONS AS DIRECTED IN THE FIELD BY THE ENGINEER WITHIN 48 HOURS OF THE TIME FIRST INSTRUCTED BY THE ENGINEER. 053. WOOD EXCELSIOR MAT FOR SLOPE PROTECTION (EC -103) BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, NEEDED FOR INSTALLATION. MATERIALS AND C❑NSTRUCTI❑N TO MEET THE REQUIREMENTS OF I❑WA DOT STANDARD SPECIFICATI❑N 2601 AND STANDARD ROAD PLAN EC -103. 004 EROSION STONE 005 ENGINEERING FABRIC THIS ITEM IS TO BE PLACED AT AROUND THE LAKE AND AT ENDS OF THE STORM SEWER INLETS AND OUTLETS AS DIRECTED BY ENGINEER. ITEM INCLUDES ENGINEERING FABRIC PLACED UNDER ALL ER❑SI❑N STONE. EXCAVATI❑N FOR PLACEMENT, DISP❑SAL OF EXCAVATI❑N, C❑MPACTI❑N OF ITEM, SHAPING AND FINAL GRADING OF AREA AS DIRECTED BY THE ENGINEER IN THE FIELD SHALL ALSO BE INCIDENTAL TO THIS ITEM. THIS WORK TO BE COMPLETED AS PER STANDARD SPECIFICATION 2507. 006. SEED, FERTILIZE, AND MULCH (IDOT RURAL MIX) 007. SEED, FERTILIZE AND MULCH (IDOT STABILIZATION MIX) BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, SEED, FERTILIZING, MULCHING AND OTHER ITEMS NEEDED FOR COMPLETION IN CONFORMANCE WITH ARTICLE 2601 OF THE IDOT STANDARD SPECIFICATIONS. ALL DISTURBED AREAS EXCEPT FOR PAVED AREAS AND LAKE SURCAFE AREAS ARE INCLUDED IN THIS ITEM. ITEM TO BE COMPLETED WITHIN 7 CALENDAR DAYS AFTER PAVING IS COMPLETED. 008. SWPPP COMPLIANCE ITEM INCLUDES ALL MATERIALS, EQUIPMENT AND LABOR TO COMPLY WITH THE PROJECT'S SWPPP AND RELATED REQUIREMENTS SHOWN ON THESE PLANS THAT ARE NOT MEASURED AND PAID FOR BY OTHER ITEMS. ITEM INCLUDES SWPPP INSPECTI❑NS AND RECORD KEEPING 101 TOPSOIL STRIP, SALVAGE AND STOCKPILE ITEM TO BE COMPLETED IN ACCORDANCE WITH ARTICLE 2105 OF THE IOWA DOT STANDARD SPECIFICATIONS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO STAGE, STOCKPILE OR CROSS -HAUL SOME EXCAVATION IN ORDER TO FACILITATE REMOVAL, DISPOSAL AND PROPER PLACEMENT OF MATERIAL. THE CONTRACTOR MAY ELECT TO UTILIZE TEMPORARY ON-SITE STOCKPILE AREAS OF STRIPPED TOPSOIL TO FACILITATE SUBSEQUENT RE -SPREADING OF TOPSOIL UNDER THE TOPSOIL RESPREAD ITEM. ANY SUCH STAGING, STOCKPILING OR CROSS -HAULING OF THE EXCAVATION OTHER THAN AS DESCRIBED ON PLANS SHALL NOT BE MEASURED FOR PAYMENT BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. THIS ITEM INCLUDES SEPARATION TO SEPARATE STOCKPILE AREAS OF THE MORE SUITABLE MATERIAL TO BE RE -SPREAD UNDER THE TOPSOIL RESPREAD ITEM FOR THE ESTABLISHMENT OF DESIRABLE VEGETATION, AS APPROVED BY THE ENGINEER, ON THIS PROJECT. NO SEPARATE MEASUREMENT OR PAYMENT FOR OVER -HAUL WILL BE MADE FOR THIS ITEM ON THIS PROJECT. THE OWNER'S GEOTECHNICAL REPORT INDICATES THAT EXISTING TOPSOIL THICKNESSES VARY FROM 1.0 TO 2.3 FEET. THE ESTIMATED QUANTITY ASSUMES AN AVERAGE THICKNESS OF 1.5 FEET. ITEM INCLUDES THE EXCAVATION OF ALL TOPSOIL WITHIN THE AREA TO BE DEVELOPED. IF THE ENGINEER DETERMINES, DURING EXCAVATION OPERATIONS, THAT AREAS OF UNDESIRABLE, UNSUITABLE AND/OR UNSTABLE AREAS OF SOIL EXIST AFTER THE TOPSOIL EXCAVATION HAS BEEN COMPLETED, HE MAY ORDER ADDITIONAL EXCAVATION TO REMOVE SAID MATERIALS. THIS "BELOW GRADE" EXCAVATION SHALL BE MEASURED AND PAID FOR AT THE UNIT BID PRICE FOR THIS ITEM, TOPSOIL STRIP, SALVAGE AND STOCKPILE. ITEM INCLUDES DISKING, STRIPPING AND REMOVAL OF ALL VEGETATION FROM ALL CUT AND FILL AREAS. NO SEPARATE MEASUREMENT OR PAYMENT WILL BE MADE FOR THIS. ALL STRIPPED TOPSOIL THAT IS IN EXCESS OF THE QUANTITY NEEDED FOR TOPSOIL RESPREAD SHALL BE STOCKPILED IN THE STOCKPILE AREA DESIGNATED ON THE PLANS. THIS STOCKPILE AREA SHALL BE UNIFORMILY GRADED SO AS TO PROVDE AN AREA THAT IS READILY SEEDED AND MAINTAINABLE WITH ORDINARY GRASS MOWING EQUIPMENT WITH 4(H) TO 1(V) OR FLATTER SIDE SLOPES. SEE THE EROSION CONTROL PLANS FOR THE THE PERMANENT TOPSOIL STOCKPILE AREA LOCATION. Peyn 281 or 383 102. SITE EXCAVATION ITEM INCLUDES ALL MASS GRADING, EXCAVATION AND EMBANKMENT CONSTRUCTION TO THE LINES AND GRADES SHOWN ON THESE PLANS, CROSS-SECTIONS AND TYPICAL SECTIONS. ITEM INCLUDES OVER EXCAVATION IN AREAS TO BE TOPSOILED SO AS TO PROVIDE A 4" THICKNESS OF TOPSOIL IN ALL AREAS THAT ARE NOT TO BE PAVED, BUILT UPON OR IN THE LAKE AND 24" OF OVER EXCAVATION IN THE LAKE BOTTOM AND SIDE SLOPE AREAS FOR CLAY LINER CONSTRUCTION. ITEM INCLUDES CUT AND FILL CONSTRUCTION. ALL SUCH WORK SHALL BE COMPLETED IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE OWNER'S GEOTECHNICAL CONSULTANT. THE CONTRACTOR SHALL REVIEW TERRACON'S PROJECT NO. 13175070.02 IN THIS REGARD AND CONSIDER AND INCLUDE SAID REPORT'S RECOMMENDATIONS IN PREPARING HIS BID ON THIS PROJECT. EXCAVATION MATERIALS DEEMED UNSUITABLE BY THE OWNER'S GEOTECHNICAL CONSULTANT SHALL BE SEPARATED FROM SUITABLE MATERIALS AND SEPARATELY STOCKPILED IN THE STOCKPILE AREA SHOWN ON THE PLANS. NO ADDITIONAL MEASUREMENT OR PAYMENT FOR THIS WORK SHALL BE MADE. EXCESS MATERIALS SHALL BE HAULED OFF-SITE AT CONTRACTOR'S SOLE EXPENSE. IT WILL BE NECESSARY FOR THE CONTRACTOR TO STAGE, STOCKPILE AND CROSS -HAUL SOME EXCAVATION IN ORDER TO FACILITATE REMOVAL, DISPOSAL AND PROPER PLACEMENT OF MATERIAL. ANY SUCH STAGING, STOCKPILING, DISPOSAL OR CROSS -HAULING OF THE EXCAVATION MATERIAL SHALL NOT BE MEASURED FOR PAYMENT BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. NO PAYMENT FOR OVER -HAUL OR SOIL MOISTURE ADJUSTMENT WILL BE MADE. ITEM INCLUDES SCARIFICATION AND COMPACTION OF IN-SITU SOIL UNDER ALL STRIPPED TOPSOIL AND UNDER ALL LINER PLACEMENT AREAS. THE CONTRACTOR SHALL CHECK AND VERIFY THE ELEVATION OF THE SUBGRADE SURFACE PRIOR TO PLACEMENT OF ANY SUBBASE, LAKE LINER AND TOPSOIL RESPREAD MATERIALS FOR PROPER GRADE BY THE CONTRACTOR. THE SURFACE OF THE SUBGRADE SHALL BE CORRECTED IN BOTH PROFILE AND CROSS-SECTION TO THE EXTENT THAT IT IS WITHIN .05' OF THE DESIGN ELEVATION. THE BIDDER SHALL SUBMIT HIS ESTIMATED QUANTITIES FOR CUT EXCAVATION, EMBANKMENT, SHRINK, UNSUITABLE EXCAVATION AND LINER CONSTRUCTION WITH HIS BID, FOR THE OWNER'S REPRESENTATIVES INFORMATION AND USE. 105. TEMPORARY WORKER PARKING AREA, JOB TRAILER AREA, STAGING AREA, 30' WIDE ROCKED SEMI TRUCK ACCESS DRIVE AND 20' WIDE ROCKED STRAIGHT TRUCK ACCESS DRIVE CONSTRUCTION ITEM INCLUDES ALL MATERIALS, EQUIPMENT AND LABOR TO DESIGN, CONSTRUCT AND MAINTAIN THESE AREAS IN A SATISFACTORY CONDITION TO BE USED FOR THE DURATION OF THE PROJECT AND SUBSEQUENT REMOVAL PRIOR TO FINISH GRADING AND PERMANENT PAVING AND LANDSCAPING. SEE PLANS FOR LOCATIONS AND SIZES. THESE AREAS ARE TO BE USED ON A DAILY BASIS BY HUNDREDS OF WORKERS AND THOUSANDS OF FULLY LOADED SEMI AND STRAIGHT TRUCKS DELIVERING HEAVY LOADS UNDER ALL TYPES OF WEATHER CONDITIONS THROUGHOUT THE DURATION OF THE PROJECT. THESE AREAS SHALL BE MAINTAINED BY THE CONTRACTOR IN A "RUT -FREE", UNYIELDING AND DUST FREE CONDITION BY THE CONTRACTOR. ITEM INCLUDES THE CONTRACTOR'S DAILY REVIEW OF THESE AREAS WITH THE OWNER'S REPRESENTATIVE TO ASSESS THEIR CONDITION AND THE PARTICULAR MAINTENANCE NEEDED FOR THAT DAY AND FOR FUTURE DAYS. THE CONTRACTOR SHALL COMPLETE THE MAINTENANCE ITEMS IDENTIFIED BY THE OWNER'S REPRESENTATIVE IN THESE MEETINGS IMMEDIATELY SO AS NOT TO CAUSE ANY DELAYS IN THE PROJECT CAUSED BY UNACCEPTABLE CONDITIONS OF THESE AREAS. 103. LAKE LINER CONSTRUCTION IN PLACE ITEM TO BE CONSTRUCTED FROM SUITABLE ON-SITE CLAY LINER MATERIALS. ITEM SHALL BE BE COMPLETED IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE OWNER'S GEOTECHNICAL CONSULTANT. THE CONTRACTOR SHALL REVIEW TERRACON'S PROJECT NO. 13175070.02 IN THIS REGARD AND CONSIDER AND INCLUDE SAID REPORT'S RECOMMENDATIONS IN PREPARING HIS BID ON THIS PROJECT. IT WILL BE NECESSARY FOR THE CONTRACTOR TO STAGE, STOCKPILE AND CROSS -HAUL EXCAVATION, OVEREXCAVATION AND LINER MATERIALS IN ORDER TO FACILITATE EXCAVATION AND AND PROPER PLACEMENT OF LINER MATERIAL. ANY SUCH STAGING, STOCKPILING, DISPOSAL OR CROSS -HAULING OF SAID MATERIALS SHALL NOT BE MEASURED FOR PAYMENT BUT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. AREAS THAT ARE EXCAVATED "OR MINED" FOR CLAY TO BE USED FOR THE LINER SHALL BE RESTORED AFTER EXCAVTION OF THE LINER MATERIAL SO AS NOT TO IMPEDE THE OWNER'S FUTURE USE OF SAID AREAS. THIS DETERMINATION SHALL BE MADE BY THE OWNER'S REPRESENTATIVE. NO PAYMENT FOR OVER -HAUL OR SOIL MOISTURE ADJUSTMENT WILL BE MADE. ITEM INCLUDES SCARIFICATION AND COMPACTION OF IN-SITU SOIL UNDER ALL LINER PLACEMENT AREAS. THE CONTRACTOR SHALL CHECK AND VERIFY THE ELEVATION OF THE SUBGRADE SURFACE PRIOR TO PLACEMENT OF LAKE LINER MATERIALS FOR PROPER GRADE BY THE CONTRACTOR. THE SURFACE OF THE SUBGRADE SHALL BE CORRECTED IN BOTH PROFILE AND CROSS-SECTION TO THE EXTENT THAT IT IS WITHIN .05' OF THE DESIGN ELEVATION. 104 TOPSOIL RESPREAD, 4" THICKNESS MATERIAL SHALL BE RE -SPREAD, SHAPED, FINISHED AND SMOOTH. DRAGGED TO ACHIEVE REASONABLE CLOSE CONFORMANCE TO THE SLOPES AND GRADES SHOWN ON THE PLANS AND CROSS-SECTIONS OR MODIFIED BY THE ENGINEER SO THAT THE FINAL CROSS-SECTIONS REFLECT THAT THE AVERAGE NEET LINES HAVE BEEN MET AND PROPER SITE DRAINAGE IS ACHIEVED AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL COMPLETE EROSION CONTROL WORK ON ANY FINISHED AREA WITHIN 5 WORKING DAYS AFTER COMPLETION OF THIS ITEM. TOPSOIL SHALL BE RE -SPREAD TO A UNIFORM THICKNESS OF 4" ON ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED OR BUILT UPON. THE TOP FOUR (4) INCHES SHALL BE LEFT FREE OF ALL ROCK AND ANY DEBRIS, AND SHALL BE SUITABLE FOR THE ESTABLISHMENT OF VEGETATION, AS APPROVED BY THE ENGINEER, WITH NO SEPARATE MEASUREMENT OR PAYMENT. ITEM IS AN IN-PLACE QUANTITY. 201. SANITARY SEWER MANHOLE, STANDARD 48" DIA. 202. SANITARY SEWER MANHOLE, WATER -TIGHT 60" DIA. 203. SANITARY SEWER MANHOLE, WATER -TIGHT 72" DIA. PRE -CAST MANHOLE BASE SECTIONS SHALL BE SUPPLIED WITH A-LOK OR APPROVED EQUAL MANHOLE PIPE CONNECTORS; SET TO THE APPROVED PIPE ELEVATIONS AND ALIGNMENT AS SHOWN ON THE WORK DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW. SEE DIALS FOR STANDARD AND WATER -TIGHT MANHOLES. ALL MANHOLE BASE SECTIONS SHALL BE SET OR CONSTRUCTED ON A MINIMUM EIGHT (8) INCH COMPACTED BASE CONSTRUCTED WITH MATERIAL MEETING THE REQUIREMENTS OF IOWA D. 0. T. STANDARD SPECIFICATION SECTION 4109 GRADATION NO. 30. COMPACTED BASE CONSTRUCTION WORK AND MATERIAL SHALL BE INCIDENTAL TO THIS ITEM. STANDARD PRE -CAST MANHOLE SECTIONS SHALL HAVE STANDARD "0 -RING" JOINTS AND SHALL BE MORTARED ON THE INSIDE AND OUTSIDE, INCLUDING LIFTING HOLES, WITH A GROUT THAT SHALL SHOW NO SHRINKAGE IN ACCORDANCE WITH ASTM C-827-78 PRIOR TO AN INITIAL SETTING AND SHALL SHOW NO SHRINKAGE IN THE HARDENED STATE UNDER ASTM C-157-77. ALL GROUTING SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF ACI, CSI AND THE MANUFACTURER'S PUBLISHED SPECIFICATIONS FOR MIXING AND PLACING. THE CONTRACTOR SHALL SUBMIT PROPOSED GROUT DATA TO THE ENGINEER FOR APPROVAL PRIOR TO USE. FINAL MANHOLE ACCEPTANCE TESTING SHALL BE COMPLETED WITH THE FRAME AND LID SET TO FINAL GRADE, THE MANHOLE BACKFILLED, AND IN ACCORDANCE WITH TEST INSTRUCTIONS FOR THE "AIR -LOC" PLATE STYLE MANHOLE TESTER BY CHERNE INDUSTRIES, INC., OR AS APPROVED IN ADVANCE BY THE ENGINEER. 1. IT IS RECOMMENDED THAT THE CONTRACTOR PRETEST THE MANHOLE PRIOR TO FINAL ACCEPTANCE TESTING TO ALLOW TIME FOR ANY REPAIRS TO BE MADE PRIOR TO SAID TESTING DELAYING FURTHER CONSTRUCTION. 2. THE CONTRACTOR SHALL GIVE THE ENGINEER ONE (1) NORMAL WORKING DAY PRIOR NOTICE TO SCHEDULE ACCEPTANCE MONITORING OF FINAL MANHOLE ACCEPTANCE TESTING. SANITARY SEWER MANHOLE FRAMES AND LIDS SHALL CONFORM TO THE FOLLOWING OR APPROVED EQUAL AS APPROVED BY THE PROJECT ENGINEER, MODIFIED TO INCLUDE WATERTIGHT, SELF SEALING, NON-LOCKING MANHOLE FRAMES AND COVERS. 1. NEENAH : R-1642 MANHOLE RING AND SOLID COVER, FOR STANDARD MANHOLES. 2. DEETER FOUNDRY, INC.: 1247 MANHOLE RING AND SOLID COVER FOR STANDARD MANHOLES. 3. NEENAH : R -6464-D MANHOLE RING AND SOLID COVER, FOR WATER -TIGHT MANHOLES. CONSTRUCTION OF ALL MANHOLES SHALL PROVIDE A MINIMUM OF FOUR (4) INCHES AND A MAXIMUM OF TWELVE (12) INCHES OF TWO (2) FOOT INSIDE DIAMETER SPACER RINGS, GROUTED IN PLACE WITH AN APPROVED NON -SHRINKING GROUT. THE CASTING SHALL BE SET TO FINAL GRADE UTILIZING "E -Z STICK" AS SUPPLIED BY PRESS -SEAL GASKET CORP., OR AN APPROVED EQUAL, FOR THE FULL BEARING SURFACE TO INSURE WATER TIGHTNESS. THE CONTRACTOR SHALL GIVE THE ENGINEER ONE (1) NORMAL WORKING DAY PRIOR NOTICE TO SCHEDULE ACCEPTANCE TESTING. (NOT INCLUDING SATURDAYS, SUNDAYS OR HOLIDAYS). ALL SAID WORK OF TESTING OF SEWER LINES SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ITEMS INCLUDE ALL MATERIALS, FITTINGS, SEWER PLUGS, TOPSOIL SEPARATION AND RE -SPREADING, EXCAVATION, EMBEDMENT MATERIAL, BACKFILL UNDER MOISTURE AND DENSITY CONTROL, TESTING, DEWATERING, LABOR AND EQUIPMENT NECESSARY TO CONSTRUCT THESE ITEMS. ALL SANITARY MANHOLES SHALL HAVE CRETEX MANHOLE CHIMNEY SEALS, AS PER ASTM C923. SAID SEALS SHALL INCLUDE A 3/16" MIN THICKNESS, EXTRUDED OR MOLDED RUBBER SLEEVE, DOUBLE PLEATED WITH MINIMUM UNEXPANDED WIDTH OF 8" AND SHALL BE CAPABLE OF EXPANSION TO 10' WHEN INSTALLED. UPPER AND LOWER CONTACT SURFACES SHALL HAVE MULTIPLE, CONTINUOUS SEALING FINS MOLDED INTO THE SLEEVE. THE RUBBER SLEEVE SHALL BE MOUNTED TO THE INTERIOR OF THE MANHOLE WITH EXPANDABLE, STAINLESS STEEL CONFORMING TO ASTM A240, TYPE 304. BANDS SHALL BE A 16-GUAGE BY 1-3/4" WIDE (MIN). SCREWS, BOLTS AND NUTS SHALL BE STAINLESS STEEL CONFORMING TO ASTM F593 AND ??F594, TYPE 304. CHIMNEY SEALS ARE TO BE INSTALLED AS PER THE MANUFACTURER'S INSTRUCTIONS. ZZ wo LELJ B 204. SANITARY SEWER, 8 -INCH DIA. WITH TEES AND WYES 205. SANITARY SEWER, 12 -INCH DIA. WITH TEES AND WYES ITEM TO BE CONSTRUCTED WITH PVC TRUSS COMPOSITE PIPE WITH ELASTOMERIC JOINTS AND CLASS 1A EMBEDMENT MATERIAL FROM 4 INCHES BELOW THE PIPE TO 6 INCHES ABOVE THE TOP OF THE PIPE, ALL IN ACCORDANCE WITH ASTM D-2680, ASTM D-3212 AND THE STANDARD SPECIFICATIONS OF THE CITY OF WATERLOO AND THESE PLANS AND SPECIFICATIONS. ESTIMATED QUANTITY IS MEASURED FROM INSIDE WALL TO INSIDE WALL OF MANHOLES. ITEM INCLUDES WATERTIGHT PLUGS AT THE UPSTREAM ENDS OF ALL SEWERS NOT ENDING IN A MANHOLE. ITEMS INCLUDE CLEANING THE SEWER LINES OF ALL DEBRIS PRIOR TO TESTING. ITEMS INCLUDE INTERNAL TELEVISION INSPECTION OF THE SANITARY SEWER BY AN APPROVED COMPANY AND PROVIDING A COPY OF THE TELEVISION REPORT AND COLOR MOVIE FILM OF SAID TESTING. ITEMS INCLUDE LOW PRESSURE AIR LEAK TESTING OF THE SANITARY SEWER WITH SANITARY SEWER SERVICE LINES IN PLACE AS DESCRIBED HEREIN AFTER THE SEWER HAS BEEN CLEANED AND PASSED TELEVISION INSPECTION. 1. ALL SANITARY SEWER PIPE SHALL BE LOW PRESSURE AIR LEAK TESTED IN THE PRESENCE OF THE ENGINEER. THIS SHALL INCLUDE AN APPROVED METHOD TO ISOLATE THE EXISTING SANITARY SEWER LINE FROM THE NEW CONSTRUCTION AT THE POINT OF CONNECTION. ACCEPTANCE TESTING SHALL BE IN ACCORDANCE WITH ASTM F AND UNI -BELL PVC PIPE ASSOCIATION UNI -B-6-90, AS APPROVED BY THE ENGINEER. ALL TESTING PRESSURE GAUGES AND EQUIPMENT CONTROLS SHALL BE IN AN ABOVE GROUND CONTROL PANEL. ACCEPTANCE TESTING SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING MINIMUM TEST REQUIREMENTS. A.) AVERAGE GROUNDWATER BACK PRESSURE FOR THE SEWER BEING TESTED SHALL BE BASED UPON THE GROUNDWATER ELEVATION OBSERVED AT THE NEAREST SOIL BORING LOCATION MADE BY THE ENGINEER'S GEOTECHNICAL CONSULTANT FOR THE PROJECT. B.) A STABILIZATION PERIOD OF AT LEAST TWO (2) MINUTES AT 4.0 PSIG GREATER THAN THE AVERAGE GROUNDWATER ELEVATION SHALL PRECEDE THE TEST. C.) AFTER THE STABILIZATION PERIOD, THE TEST MAY BEGIN WHEN THE TEST PRESSURE IS 3.5 TO 4.0 PSIG GREATER THAN THE PSIG OR LESS IS ALLOWABLE WITHIN THE COMPUTED UNI -B-6-90 MINIMUM TEST TIME TO SATISFACTORILY PASS THE TEST. THE CONTRACTOR SHALL GIVE THE ENGINEER ONE (1) NORMAL WORKING DAY PRIOR NOTICE TO SCHEDULE ACCEPTANCE TESTING. (NOT INCLUDINGSATURDAYS, SUNDAYS OR HOLIDAYS) ALL SAID WORK OF TESTING OF SEWER LINES SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 2. THE CONTRACTOR SHALL CORRECT ALL DEFECTS UNTIL THE SEWER PASSES THE TESTS. ITEMS INCLUDE ALL PIPE, FITTINGS, SEWER PLUGS, TOPSOIL SEPARATION AND RE -SPREADING, EXCAVATION, EMBEDMENT MATERIAL, BACKFILL UNDER MOISTURE AND DENSITY CONTROL, TESTING, DEWATERING, LABOR AND EQUIPMENT NECESSARY TO CONSTRUCT THESE ITEMS. 206. SANITARY SEWER SERVICE, 6 -INCH DIA. ITEMS TO BE CONSTRUCTED WITH PVC SDR 23.5 PIPE W/ELASTOMERIC JOINTS IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM D 3034 AND D 2680. ALL SANITARY SEWER SERVICE STUBS SHALL BE PLUGGED AND RESTRAINED WATERTIGHT BY USING AN APPROVED STOPPER, RATED FOR THE MAXIMUM TEST PRESSURE. ENDS OF ALL SERVICE STUBS SHALL BE MARKED WITH A MINIMUM 10 FOOT LENGTH OF 2" X 4" (APPROVED BY THE ENGINEER) AND MARKED WITH AN ORANGE METAL (T -SECTION) STEEL POST, MEETING THE REQUIREMENTS OF IOWA D. 0. T. STANDARD SPECIFICATION SECTION 4154.09. ALL SAID WORK AND MATERIALS SHALL BE CONSIDERED INCIDENTAL TO SAID ITEMS. ITEMS INCLUDE ALL PIPE, FITTINGS, SEWER PLUGS, TOPSOIL SEPARATION AND RE -SPREADING, EXCAVATION, RUBBER GASKETED WATERTIGHT COUPLERS, EMBEDMENT MATERIAL, BACKFILL UNDER MOISTURE AND DENSITY CONTROL, TESTING, DEWATERING, LABOR AND EQUIPMENT NECESSARY TO CONSTRUCT THESE ITEMS. 408 STORM SEWER, 12 -INCH DIA. 2000D RCP 409 STORM SEWER, 15 -INCH DIA. 2000D RCP 410. STORM SEWER 18 -INCH DIA. 2000D RCP 411. STORM SEWER, 24 -INCH DIA. 2000D RCP 412. STORM SEWER, 27 -INCH DIA. 2000D RCP 413. STORM SEWER, 30 -INCH DIA. 2000D RCP 414. STORM SEWER, 36 -INCH DIA. 2000D RCP 415. STORM SEWER, 48 -INCH DIA. 2000D RCP 416 STORM SEWER, 44 X 27 2000D ARCH RCP 419. STORM SEWER APRON 28 -INCH DIA. 2000D RCP 420. STORM SEWER APRON 24 -INCH DIA. 2000D RCP 421. STORM SEWER APRON 27 -INCH DIA. 2000D RCP 422. STORM SEWER APRON 36 -INCH DIA. 2000D RCP 423. STORM SEWER APRON 48 -INCH DIA. 2000D RCP 424. STORM SEWER APRON, 44 X 27 2000D ARCH RCP BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EXCAVATION, DEWATERING, COMPACTED BACKFILL AND APPURTENANT ITEMS FOR COMPLETE INSTALLATION. COMPACTION SHALL BE 98% OF STANDARD PROCTOR DENSITY AT -2% TO +4% OF OPTIMUM MOISTURE. ITEM SHALL MEET REQUIREMENTS OF IOWA DOT STD RF -3 RF -26, RF -42, AND SUDAS 4030.211. ITEM INCLUDES DR -121 TYPE 2 CONNECTORS ON LAST 3 JOINTS OF ALL STORM SEWER AND CULVERT PIPES WITH APRONS. CONTRACTOR SHALL USE CARE IN GRADING OR MOVING EQUIPMENT ABOVE AND AROUND THE NEW STORM SEWER. IF ANY SEWER IS DAMAGED OF MOVED OUT OF ALIGNMENT, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO CORRECT OR REPAIR IT AT NO ADDITIONAL COST TO THE OWNER. 502. LONGITUDINAL SUBDRAIN OUTLET TO STORM STRUCTURE SUDAS 4040.223 OUTLETS SHALL MEET REQUIREMENTS OF SUDAS 4040.223, OR AS APPROVED BY THE ENGINEER. OUTLETS SHALL BE PLACED IN INTAKES AT TIME THE INTAKES ARE POURED. BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT AND MATERIAL FOR COMPLETE INSTALLATION. 503. TEMPORARY DRAINAGE TILE 4 -INCH DIA. IN POROUS BACKFILL SUBDRAIN TILE SHALL BE THE NOTED DIAMETER AND SHALL CONSIST OF PERFORATED PVC, 006160H A-2000 PVC DRAIN TILE OR PERFORATED HANCOR SHURLOCK F477 OR APPROVED EQUAL HDPE WITH SOIL TIGHT JOINTS. ITEM TO BE PLACED AS DIRECTED BY THE OWNER'S REPRENTATIVE WITH A TYPICAL 48" DEPTH TO INVERT. POROUS BACKFILL MATERIAL SHALL MEET THE REQUIREMENTS OF SECTION 4131 OF THE I.D.O.T. STANDARD SPECIFICATIONS. THE AGGREGATE FOR BACKFILL SHALL BE WET PRIOR TO INSTALLATION, AND A SURFACE APPLICATION OF WATER MAY BE REQUIRED BY THE ENGINEER. THE AGGREGATE FOR SUBDRAIN BACKFILL SHALL BE PLACED IN TWO LIFTS OF APPROXIMATELY EQUAL THICKNESS ABOVE THE SUBDRAIN PIPE. THE FIRST LIFT SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR, NARROWER THAN THE TRENCH. THE SECOND LIFT SHALL BE COMPACTED BY THE FRONT AND REAR WHEELS OF A TRACTOR BACKHOE WITH A LOADED FRONT BUCKET (OR AS APPROVED BY THE ENGINEER). THE BID PRICE PER FOOT FOR LONGITUDINAL SUBDRAIN SHALL BE FULL COMPENSATION FOR ALL MATERIALS, INCLUDING POROUS BACKFILL, FITTINGS AND FOR THE PERFORMANCE OF ALL WORK INVOLVED IN THE INSTALLATION. PAYMENT SHALL BE ON A LINEAR FOOT BASIS. CARE SHALL BE TAKEN TO SMOOTH POROUS BACKFILL MATERIAL OUT BEFORE PLACING TILE SO THAT A CONTINUOUS SMOOTH GRADE AS PER PLAN IS MAINTAINED. 417. STORM SEWER 15 -INCH DIA. HDPE NON -PERFORATED 418 STORM SEWER, 24 -INCH DIA. HDPE, NON -PERFORATED 425. STORM SEWER APRON, 24 -INCH DIA. HDPE BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EXCAVATION, BEDDING, ROCK, DEWATERING, COMPACTED BACKFILL AND APPURTENANT ITEMS FOR COMPLETE INSTALLATION. COMPACTION SHALL BE 98% OF STANDARD PROCTOR DENSITY AT -2% TO +4% OF OPTIMUM MOISTURE. SEE PIPE BEDDING DETAILS. CONTRACTOR SHALL USE CARE IN GRADING OR MOVING EQUIPMENT ABOVE AND AROUND THE NEW STORM SEWER. IF ANY SEWER IS DAMAGED OF MOVED OUT OF ALIGNMENT, IT WILL BE THE CONTRACTORS RESPONSIBILITY TO CORRECT OR REPAIR IT AT NO ADDITIONAL COST TO THE OWNER. ALL PERFORATED AND NON -PERFORATED STORM SEWER SHALL BE HANCOR HI -Q, ADS 612 OR PRINSCO GOLDFL0 DUAL WALL HIGH DENSITY POLYETHYLENE (HDPE) PIPE WITH SOIL TIGHT JOINTS. PERFORATED STORM SEWER SHALL BE BEDDED IN, 1" CLEAN, CRUSHED STONE TO THE TOP OF SUBGRADE OR TO THE TOP OF SUBGRADE. 401. STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -405 402. STORM SEWER INTAKE IDOT STANDARD ROAD PLAN SW -510 403. STORM SEWER INTAKE IDOT STANDARD ROAD PLAN SW -510 MODIFIED 404. STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -512 405 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -513 MODIFIED 406. STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -508 407 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -562 426 STORM SEWER INTAKE, IDOT STANDARD ROAD PLAN SW -562 MODIFIED SEE IOWA DEPARTMENT OF TRANSPORTATION STANDARD ROAD PLANS. BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EXCAVATION, COMPACTED BACKFILL, DEWATERING AND APPURTENANT ITEMS FOR COMPLETE INSTALLATION. ALL OUTLET PIPES FOR LONGITUDINAL SUBDRAINS SHALL BE INSTALLED IN FORMS PRIOR TO POURING INTAKES. THIS WILL BE CONSIDERED INCIDENTAL. SEE DETAILS INCLUDED IN THESE PLANS. CONTRACTOR TO COMPLETE STRUCTURE BOXOUTS AND TOPS WITHIN 14 CALENDAR DAYS AFTER PAVING IS COMPLETE. FayeB003 3 501. LONGITUDINAL SUBDRAIN, 6 -INCH DIA., IN POROUS BACKFILL SUBDRAIN TILE SHALL BE THE NOTED DIAMETER AND SHALL CONSIST OF PERFORATED PVC, 006160H A-2000 PVC DRAIN TILE OR PERFORATED HANCOR SHURLOCK F477 OR APPROVED EQUAL HDPE WITH SOIL TIGHT JOINTS. POROUS BACKFILL MATERIAL SHALL MEET THE REQUIREMENTS OF SECTION 4131 OF THE I.D.O.T. STANDARD SPECIFICATIONS. THE AGGREGATE FOR BACKFILL SHALL BE WET PRIOR TO INSTALLATION, AND A SURFACE APPLICATION OF WATER MAY BE REQUIRED BY THE ENGINEER. THE AGGREGATE FOR SUBDRAIN BACKFILL SHALL BE PLACED IN TWO LIFTS OF APPROXIMATELY EQUAL THICKNESS ABOVE THE SUBDRAIN PIPE. THE FIRST LIFT SHALL BE COMPACTED WITH A VIBRATORY COMPACTOR, NARROWER THAN THE TRENCH. THE SECOND LIFT SHALL BE COMPACTED BY THE FRONT AND REAR WHEELS OF A TRACTOR BACKHOE WITH A LOADED FRONT BUCKET (OR AS APPROVED BY THE ENGINEER). THE BID PRICE PER FOOT FOR LONGITUDINAL SUBDRAIN SHALL BE FULL COMPENSATION FOR ALL MATERIALS, INCLUDING POROUS BACKFILL, FITTINGS AND FOR THE PERFORMANCE OF ALL WORK INVOLVED IN THE INSTALLATION. PAYMENT SHALL BE ON A LINEAR FOOT BASIS. CARE SHALL BE TAKEN TO SMOOTH POROUS BACKFILL MATERIAL OUT BEFORE PLACING TILE SO THAT A CONTINUOUS SMOOTH GRADE AS PER PLAN IS MAINTAINED. 601. WATER SERVICE COPPER 1 1/2" DIA. COMPLETE 602. WATER SERVICE CONNECTION 1.5" DIA. COMPLETE BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, PIPE, EQUIPMENT, EXCAVATI❑N AND COMPACTED BACKFILL TO COMPLETE INSTALLATI❑N OF WATER SERVICE PIPE. ALL WATER SERVICE 006016UCTI❑N SHALL HAVE A MINIMUM COVER OF 6 FEET BELOW FINISHED GRADE AND ALL MATERIALS AND 006016UCTI❑N SHALL COMPLY WITH WATERLOO WATER WORKS SPECIFICATI❑NS. THE CONTRACTOR SHALL VERIFY THESE REQUIREMENTS PRI❑R TO BIDDING ON THIS PROJECT, THE CONTRACTOR IS TO PR❑VIDE C❑RP❑RATI❑N STOP, APPROVED SADDLE AND ALL OTHER NECESSARY MATERIALS. THE CONTRACTOR IS TO PR❑VIDE AND INSTALL WATER SHUT-OFF CURB BOX AND VALVE SET TO PROPER FINISH GRADE AND ALL OTHER NECESSARY MATERIALS. CURB STOPS SHALL HAVE POSITIVE STOPS AND PAVE BOXES SHALL HAVE STAINLESS STEEL R❑DS, ALL TRENCHES TO BE 006601ED TO 97% OF STANDARD PROCTOR DENSITY AT -2% TO + 4% OF OPTIMUM MOISTURE IN 8" MAXIMUM LIFTS. MATERIALS AND 006016UCTI❑N TO MEET THE REQUIREMENTS OF THEWATERL❑❑ WATER WORKS, THE CONTRACTOR SHALL VERIFY THESE REQUIREMENTS PRI❑R TO BIDDING ON THIS PROJECT. 603. WATER MAIN, DUCTILE IRON, THICKNESS CLASS 52, 8 -INCH DIA. BID PRICE SHALL INCLUDE PIPE, 8 -MIL POLYETHELENE WRAP (FOR D.I.P. ONLY), BEDDING MATERIALS, TRACER WIRE SYSTEM, TOPSOIL STRIPPING, SALAVAGING AND RE -SPREADING, EXCAVATION, COMPACTED BACKFILL, LABOR, EQUIPMENT, DEWATERING, DISINFECTING, PRESSURE, AND LEAKAGE TESTING AND ALL OTHER ITEMS NECESSARY TO COMPLETE THIS CONSTRUCTION AND TO PROVIDE A PROPERLY OPERATING WATER MAIN. DUCTILE IRON PIPE (D.I.P.) SHALL BE SLIP JOINT CLASS 52 DUCTILE IRON PIPE. ALL WATER MAIN SHALL BE INSTALLED WITH A COMPLETE TRACER WIRE SYSTEM AS DETAILED IN THESE PLANS. WATER MAIN TO BE DISINFECTED, FLUSHED AND TESTED FOR BACTERIA AND CHLORINE PRIOR TO HYDROSTATIC TESTING. ALL TESTS SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR TESTING THE WATER MAIN. THIS SHALL INCLUDE RESTRAINED JOINTS ON PIPE AND FITTINGS AT 064066DS, PLUGS, PIPE AND CORP STOPS OF SUFFICIENT SIZE FOR FLUSHING AFTER TESTING. PRESSURE TEST SHALL BE 1 1/2 TIMES NORMAL WORKING PRESSURE, BUT NOT LESS THAN 150 P.S.I. WATER MAIN TO PASS BACTERIOLOGICAL TESTING PRIOR TO PRESSURE AND LEAK TESTING. TWO CONSECUTIVE BACTERIOLOGICAL TESTS MUST PASS AT 24 HOUR MINIMUM INTERVALS TO BE ACCEPTED AS PASSING. SAID TESTING TO BE AT CONTRACTOR'S EXPENSE. ALL SECTIONS OF AWWA STANDARD 651 SHALL APPLY, INCLUDING SECTION 4.6, WHICH IS NOT OPTIONAL. NEW WATER MAIN SHALL BE ISOLATED FROM THE EXISTING WATER MAIN UNTIL ACCEPTANCE OF THE PRESSURE, LEAK AND BACTERIOLOGICAL TESTING OF EACH SEGMENT OF NEW MAIN. VW� Sheet C1 .4 603. WATER MAIN, DUCTILE IRON, THICKNESS CLASS 52, 8 -INCH DIA. (CONTINUED) THIS INCLUDES SHOCK DISINFECTING THE EXISTING HYDRANTS AND PIPING TO BE RE -LOCATED WITH CONCENTRATED SOLUTIONS AS PER AWWA C651, SEC.4.7, INCLUDING SEC. 4.7.4 AND SEC 4.7.5. UPON C❑MPLETI❑N AND ACCEPTANCE OF THE PRESSURE, LEAK AND BACTERI❑LOGICAL TESTING, THE CONTRACTOR SHALL DECHL❑RINATE THE TEST WATER TO A "ND-DETECTI❑N" LEVEL OF CHL❑RINE PRI❑R TO DISCHARGE. AFTER THE HIGHLY CHLORINATED WATER IS DISCHARGED, THE WATER MAIN WILL BE FLUSHED AT A HIGH RATE OF AT LEAST 450 GALLONS PER MINUTE. ALL WORK IS TO BE COMPLETED IN A DRY TRENCH. TRENCHES ARE TO BE DEWATERED TO A DEPTH OF 2' BELOW THE BOTTOM OF THE PIPE. THIS WORK IS INCIDENTAL TO WATER MAIN CONSTRUCTION. ALL TRENCHES TO BE COMPACTED TO 980 OF STANDARD PROCTOR DENSITY AT -2% TO +40 OF OPTIMUM MOISTURE IN 8" LOOSE THICKNESS MAXIMUM LIFTS. WATER FOR FILLING, FLUSHING AND TESTING WATER MAINS SHALL BE PURCHASED FROM THE WATERLOO WATER WORKS AND PAID FOR BY THE CONTRACTOR. THE FLOW RATES AT WHICH WATER IS FURNISHED SHALL BE CONTROLLED BY THE WATERLOO WATER WORKS, THE CONTRACTOR SHALL FURNISH SATISFACTORY BACKFLOW PREVENTI❑N DEVICES, HOSES AND ALL OTHER MATERIALS, EQUIPMENT AND LABOR NECESSARY TO COMPLETE SAID FILLING, FLUSHING AND TESTING AT NO ADDITIONAL COST TO THE OWNER OR THE WATERLOO WATER WORKS, ALL WATER MAIN INSTALLED WITHIN 4' OF STORM SEWERS OR STORM SEWER INLETS SHALL BE INSULATED WITH RIGID INSULATION BOARD. THERE SHALL BE NO SEPARATE MEASUREMENT OR PAYMENT FOR THIS WORK. CONTRACTOR SHALL FURNISH AND INSTALL TRACER WIRE TERMINATION BOXES, BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATI❑N, COMPACTION AND APPURTENANT ITEMS NEEDED FOR INSTALLATI❑N. ALL WATER MAIN AND APPURTENANCES IS TO HAVE 6' OF COVER TO FINISHED GRADE, 701. HMA 3MESAL 1/2" MIX 2" COMPACTED THICKNESS SURFACE COURSE 702. HMA, 3MESAL, 1/2" MIX, 2" COMPACTED THICKNESS BASE COURSE 703. HMA, 3MESAL, 3/4" MIX, 3.5" COMPACTED THICKNESS BASE COURSE ITEMS SHALL BE PROVIDED, PLACED, CURED AND PROTECTED AS PER LATEST SUDAS REQUIREMENTS. ALL ASPHALT CEMENT SHALL BE PG 58-28. A MINIMUM OF 60% CRUSHED MATERIAL SHALL BE USED. NO RECYCLED ASPHALT SHINGLES MAY BE USED. NO RECYCLED MATERIAL MAY BE USED IN THE SURFACE COURSE. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 WORKING HOURS AND A MAXIMUM OF 48 WORKING HOURS ADVANCE NOTICE TO ENGINEER PRIOR TO ALL PAVING. 704. SIDEWALK, PAVEMENT, PC CONCRETE, 5 -INCH THICK, DOT CLASS C-4 705. CURB AND GUTTER P.C. CONCRETE 6" THICK 24" WIDE 1.0.0.T. CLASS C-4 ITEM SHALL BE PROVIDED, PLACED, CURED AND PROTECTED AS PER LATEST SUDAS REQUIREMANTS. ALL JOINTS SHALL BE SEALED JOINTS. CONCRETE MIX FOR THESE ITEMS SHALL BE AIR -ENTRAINED PAVEMENT MIX N0. C-4 WITH CLASS III AGGREGATE. CLASS C FLY ASH, IN ACCORDANCE WITH SECTION 2301.04 OF THE 1.0.0.T. STANDARD SPECIFICATIONS IS PERMITTED. THE USE OF SLAG IS ALLOWED AS PROVIDED IN IDOT SECTION 2301. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 WORKING HOURS AND A MAXIMUM OF 48 WORKING HOURS ADVANCE NOTICE TO ENGINEER PRIOR TO ALL PAVING POURS. 604. TIE-IN TO EXISTING WATER MAIN BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, EXCAVATION, CLEANING, SHOCK DISINFECTION, SLEEVES AND OTHER MATERIALS, COMPACTION AND APPURTENANT ITEMS NEEDED FOR CONNECTING THE NEW WATER MAIN TO THE EXISTING WATER MAIN. MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE CITY OF WATERLOO WATER WORKS. 605. WATER METER MANHOLE, COMPLETE BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, EXCAVATION, STRUCTURE, PIPING, FITTINGS AND OTHER MATERIALS, COMPACTION AND APPURTENANT ITEMS NEEDED FOR CONSTRUCTION OF THE METER PIT, AS PER THE PLAN DETAIL. THE METER IS TO BE PROVIDED BY THE WATERLOO WATER WORKS. MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE CITY OF WATERLOO WATER WORKS. 706. SUBBASE, MODIFIED, 6" COMPACTED THICKNESS 707. SUBBASE MODIFIED 8" COMPACTED THICKNESS MODIFIED GRANULAR SUBBASE SHALL BE PLACED TO THE COMPACTED THICKNESS AS SHOWN ON THE TYPICAL CROSS SECTION WITH A TOLERANCE OF ZERO FEET LESS THAN SHOWN THICKNES AND 0.05 FEET GREATER. THE SUBBASE MATERIAL SHALL CONFORM TO SECTION 2111 OF THE 1.0.0.T. STANDARD SPECIFICATIONS. SUBBASE MATERIAL SHALL BE PAID FOR PER SECTION 2111 OF THE IOWA DOT STD SPECIFICATIONS. IF THE CONTRACTOR PLACES ADDITIONAL MATERIAL, NO EXTRA PAY SHALL BE ALLOWED. THE FINAL COMPACTION SHALL BE COMPLETED WITH A STEEL -TIRED ROLLER. ALL SUBBASE SHALL BE COMPACTED TO 98% OF MAXIMUM CONSOLIDATION. THE DEGREE OF COMPACTION WILL BE DETERMINED BY USE OF NUCLEAR TESTING EQUIPMENT. THE CONTRACTOR SHALL KEEP SUBBASE MATERIAL MOIST TO PREVENT LOSS OF COMPACTED DENSITY. 606. FIRE HYDRANT ASSEMBLY, M.J., 6.5' BURY, COMPLETE BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATI❑N, BEDDING, COMPACTED BACKFILL AND APPURTENANT ITEMS NEEDED FOR INSTALLATI❑N. ITEM INCLUDES HYDRANT, 6" GATE VALVE AND BOX, ANCHOR TEES, HOLDING SPOOLS, MECHANICAL THRUST RESTRAINT AT ALL JOINTS, CONCRETE THRUST RESTRAINTS, CLEAN STONE, 8 MIL POLYETHYLENE WRAP, AND ALL OTHER ITEMS AND WORK NECESSARY TO PR❑VIDE A COMPLETE, FULLY FUNCTIONING FIRE HYDRANT. SEE DETAIL. MATERIALS AND CONSTRUCTION TO MEET THE REQUIREMENTS OF THE WATERLOO WATER WORKS, HYDRANTS SHALL BE WATR❑US PACER WB -67, FACTORY PAINTED SAFETY BLUE. GATE VALVES SHALL BE MUELLER 42360-20 6" DIA. RESILIENT WEDGE GATE VALVES OR APPROVED EQUAL, VALVE BOXES SHALL BE TYLER 3 -PIECE TYPE D VALVE BOX OR APPROVED EQUAL, ALL J❑INT BOLTS AND NUTS SHALL BE COR -BLUE T -BOLTS AND NUTS. 708. GRANULAR SHOULDER 6" COMPACTED THICKNESS GRANULAR SHOULDER SHALL BE PLACED TO THE COMPACTED THICKNESS AS SHOWN ON THE TYPICAL CROSS SECTION WITH A TOLERANCE OF ZERO FEET LESS THAN SHOWN THICKNES AND 0.05 FEET GREATER. THE GRANULAR SHOULDER MATERIAL SHALL BE CLASS A ROADSTONE. 801. TRAFFIC CONTROL BID PRICE SHALL INCLUDE ALL LABOR, EQUIPMENT, FLAGGERS, SIGNS, BARRICADES AND APPURTENANT ITEMS NEEDED FOR TRAFFIC CONTROL. THE I.D.❑.T. CURRENT SPECIFICATIONS SHALL APPLY TO ALL TRAFFIC CONTROL. PAY WILL BE BY LUMP SUM PAYMENT FOR EVERYTHING NEEDED TO CARRY OUT TRAFFIC CONTROL ON THIS PROJECT, THE CONTRACTOR SHALL BE ENTIRELY RESPONSIBLE FOR THE SAFETY AND PROPER TRAFFIC CONTROL WITH❑UT FURTHER 016001I❑N FROM THE ENGINEER OR INSPECT❑R. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SIGNS AND FLASHERS THROUGHOUT THE ENTIRE TIME THEY ARE IN PLACE. 607. BEND 11.25° 8" DIA. DUCTILE IRON COMPLETE WITH THRUST RESTRAINT 608. BEND 22.5' 8" DIA. DUCTILE IRON COMPLETE WITH THRUST RESTRAINT 609. BEND 45° 8" DIA. DUCTILE IRON COMPLETE WITH THRUST RESTRAINT 610. BEND, 90°, 8" DIA., DUCTILE IRON, COMPLETE WITH THRUST RESTRAINT 611. TEE, 8" DIA. X 8" DIA., D.I.P. COMPLETE WITH THRUST RESTRAINT BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATI❑N, C❑MPACTI❑N AND APPURTENANT ITEMS NEEDED FOR INSTALLATI❑N. ITEMS INCLUDE POURED CONCRETE THRUST RESTRAINTS AS PER DETAILS, 802. SIGNAGE, COMPLETE BID PRICE SHALL INCLUDE ALL LABOR, SIGNS, POSTS, FASTENERS AND OTHER MATERIAL, EQUIPMENT, AND APPURTENANT ITEMS NEEDED TO PROVIDE AND INSTALL THE STOP SIGNS AND ANY OTHER SIGNAGE REQUIRED FOR THIS PROJECT AS PER CURRENT IOWA SUDAS REQUIREMENTS 803. PAVEMENT MARKINGS, COMPLETE BID PRICE SHALL INCLUDE ALL MATERIALS, LABOR, EQUIPMENT AND OTHER ITEMS NEEDED TO PAINT PERMANENT PARKING LOT AND HANDICAP STALL MARKINGS AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH CURRENT IOWA SUDAS REQUIREMENTS. 612. GATE VALVE, 8" DIA., M.J., WITH VALVE BOX AND MECHANICAL THRUST RESTRAINT BID PRICE SHALL INCLUDE ALL LABOR, MATERIAL, EQUIPMENT, EXCAVATION, 8 -MIL POLYETHYLENE WRAP, COMPACTION AND APPURTENANT ITEMS NEEDED FOR INSTALLATION. MATERIALS AND CONSTRUCTION TO MEET THE WATERLOO WATER WORKS REQUIREMENTS GATE VALVE TO BE MUELLER A2360-20 RESILIENT WEDGE GATE VALVE, OR APPROVED EQUAL WITH TYLER 3 -PIECE TYPE D VALVE BOX OR APPROVED EQUAL. ALL JOINT BOLTS AND NUTS SHALL BE COR -BLUE T -BOLTS AND NUTS. 804 MOBILIZATION ITEM INCLUDES MOBILIZING ALL EQUIPMENT, LABOR AND MATERIALS TO THE SITE FOR ALL ASPECTS OF THE PROJECT, I660046DLESS OF HOW MANY M❑BILIZATI❑NS ARE NECESSARY TO COMPLETE THE PROJECT, 805. MAINTENANCE BOND, 2 -YEAR ITEM INCLUDES PROVIDING A TWO-YEAR MAINTENANCE BOND TO THE CITY OF WATERLOO FOR THE 12" DIA. SANITARY SEWER AND CONNECTING MANH❑LES, SAID BOND SHALL BE OF A FORM THAT IS ACCEPTABLE TO THE CITY. SAID TWO YEAR PERI❑D SHALL BEGIN AFTER THE PROJECT IMPROVEMENTS ARE ACCEPTED BY THE OWNER AND THE CITY OF WATERLOO, 806. SINK CREEK TEMPORARY ACCESS CROSSINGS ITEM TO BE 006010CTED AT THE L❑CATI❑NS SHOWN ON THE PLANS OR AS APPROVED BY THE OWNER'S REPRESENTATIVE. ITEM I600000DS ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY TO CONSTRUCT, MAINTAIN AND SUBSEQUENTLY REMOVE AND RESTORE THE DISTURBED AREAS OF SINK CREEK. NO MORE THAN TWO (01 CROSSING SHALL BE ALLOWED, THE WIDTH OF EACH CROSSING SHALL NOT EXCEED 40' AS MEASURED LONGITUDINALLY WITH THE CREEK CENTERLINE. SAID CROSSING SHALL BE CONSTRUCTED TO EITHER SPAN THE CREEK WITHOUT DISTURBING THE STREAM OR WITH CLEAN ROCK AND MULTIPLE BARREL CULVERT PIPES. ITEM SHALL BE MAINTAINED BY THE CONTRACTOR AND REMOVED AT THE C❑MPLETI❑N OF THE PROJECT, THE AREAS DISTURBED BY THIS WORK SHALL BE RESTORED TO PRE-C❑NSTRUCTI❑N 006011I❑NS. ALL WORK ASSOCIATED WITH THIS ITEM SHALL BE MEASURED FOR PAYMENT UNDER THIS ITEM WITH NO SEPARATE PAYMENT FOR ROCK, PIPE OR OTHER MATERIALS, EQUIPMENT OR LABOR. Page 263 of 383 0 cc a w 2 N w C = as Occ J O 0 i i cU) C o -J Bid Refer sheet C1.5 1111111111 "s �i C�y7► i 7 11 11 s' 'ss 11111°'111:111111:1111j;A .. .. „.: 1401- 1,1111, itt,(5 AP, .4 ' 41. S ®Oseste4100.--- 01100' 41reW 1 1 igla 1,1r01;41*PlkIliirili1P-NtlIO 010 : t 1 i 11 it, *$1144 „,,,,T "z: 411‘Aff_ —____„417*4*,440, 00 1041/1 N *s;.--, ,-....0, r 47 71AP/14"1,4011111rSiki*11 °jilt i 41,4**- 0•4 11100/ 4 - Ittil -4..#* • Ameerv*.0;111:1:iiiiIFII-I'. "4:A AM ,, li Lar4. lit ' ' fl� nmmmmumumnmmu= mmm�uunm 4100"3,1467:::00000II _- �:g..Illl1 - 711111®1111®1111111 j „EL 1 4 *.ft ,, , 77 - '-"------7-.--1-------,,_. _i_ _ k_.__...,-- ------..0'1,. ._ c -_ ,,,,_ . . . ;1,1 It, ,z, . . . . __,._. . . _ ___ _ _1111_, _1 1 s \ 1 11011141-7._____,_.... .0- -Ar e rf_A............_... ..i....1i....,mj',-,-----...._.------------------T;lliliili i 11111101 2/ NW§ 10 NM jil iroordi *hitt "m mmmmmmmmmmmmmmuii sheet C2.0 ..):I Grading Schematic 5 12' 850.24 2.00% END CLAY LINER 1.5' ABOVE NORMAL POOL ELEVATION 850.00 12" THICK RIP RAP OVER ENGINEERING FABRIC FROM 2' ABOVE NORMAL POOL ELEVATION TO 2' BELOW NORMAL POOL ELEVATION 2' CLAY LINER 5 i 5 - 848.00 NORMAL POOL - 842.50 POND BOTTOM TYPICAL CROSS SECTION: LAKE BANK NO SCALE TYPICAL CROSS SECTION: LAKE NO SCALE 2' CLAY LINER Pa.e 265 of 383 VARIES TYPICAL CROSS SECTION: FISHING HOLE NO SCALE 2' CLAY LINER sheet C2.1 E SHAULIS ROAD "SAN—S4 � rm�llooe .401 SAN—S5dipi,„towinupli, SAN—S6lop �. SAN—S7 11 1 s ' - -- J s -SAN—S8 / PROPOSED p ®,. SANITARY SEWERleill '% f;.-*‘ 11111111111rawir lllllllllllllllllllllllllllllllllllll "7-4" VIO1p. w411111111111114 AirfroievArtar. SAN— / , SAN—S17 � 141' 1141 � w. V -S11 sa f 00 01100* Aelh:4(4SAN—S12 ift4)'S'w* 52/11411 :444111 �I ;. SAN—S18 44\1-16'' 110-3&:; ,11 re, 111°°1 1:::1111:11:1714‘11,1701:ii;p1:11111 / - ' iii 1 111Iiirlir014 Ililf110111:!tirlei,f,0:1:1411e6:1,0?0,0111:74 Imo. 0 SAN—S23 nmmm� mn� "file .100,P) , , , nilnnlmnlnnllm 11.4►:����s Pana 9RR of 2/ Mit cc a 2 Nw C = ao = ccJ 'f, o 2 = Vi V OJ o 0 cis0 c c Sanitary Sewer Schematic sheet '3 C3.0 EXISTING SANITARY MH TOP= 851.50 FL EXIST. 36" IN= 836.49 FL EXIST. 36" OUT= 836.39 SANITARY MH SAN-5� 72" DIA. TOP= 850.00 FL IN= 837.98 FL IN/OUT EX= VERIFY [SANITARY MH SAN -S2 48" DIA. TOP= 851.50 FL IN= 839.33 FL OUT= 839.23 / SANITARY MH SAN -S1 / 48" DIA. / TOP= 851.50 FL IN= 838.45 / FL OUT= 838.35 /SANITARY MH SAN -S3 48" DIA. TOP= 851.50 / FL IN= 840.21 FL OUT= 840.11 12" SANITARY SEWER STUB SAN-P3A 12.5' AT 0.40% PLUG END WATER -TIGHT BOAT RAMP SANITARY MH SAN -S4 48" DIA. TOP= 851.50 FL IN= 840.91 FL OUT= 840.81 iii -EXISTING GROUND SAN -S1 SAN -S2 SAN -S3 SAN -P1 TAP AND COLLAR INTO EXISTING SANITARY MH ll 196' - 6" DIA. SANITARY SEWER SERVICE AT 7.70% SLOPE (PLUG END WATER -TIGHT) SANITARY MH SAN -S5 48" DIA. TOP= 853.20 FL IN= 841.43 FL OUT= 841.33 i/ S�PN\�PRPy�R 12 , ZZ% ``�\ SANITARY MH SAN -S4 48" DIA. vWi N ,---TOP= 851.50 o FL IN= 840.91 ,FL OUT= 840.81 188' - 6" DIA. SANITARY SEWER SERVICE AT 5.98% SLOPE (PLUG END WATER -TIGHT) SANITARY MH SAN -S6 TOP= 856.60 FL IN= 842.75 FL OUT= 842.65 SANITgRY 7 8 A SE R AT 040 SANITARY MH SAN -S7 48" DIA. TOP= 857.50 FL IN= 843.31 FL OUT= 843.21 45' - 6" DIA. SANITARY SEWER SERVICE AT,;, 19.31% SLOPE (PLUG,` END WATER -TIGHT) 7; 100' - 6" DIA. SANITARY SEWER SERVICE AT 8.00% SLOPE (PLUG END WATER -TIGHT) SANITARY MH SAN -S11 60" DIA. TOP= 863.20 FL IN= 846.77 FL IN= 848.67 FL OUT= 846.67 20 P\ v sgti\ ii IIIIIIIII III S� �Rt*,p \%\tit,OSPSP� �o �o 8" SANITARY SEWER SAN -P9 �\ 167.9' AT 0.40% \ O SANITARY MH SAN -S8 48" DIA. 228,y 9Q1 \ TOP= 857.70 FL IN= 843.98 qT EQ \\\ FL OUT= 843.88 )S9 SANITARY MH SAN -S16 TOP= 856.15 FL IN= 846.57 FL OUT= 846.47 NW A- NY 870 865 =11111111 11111 111 11111111‘1111S°1 �� 845 SANITARY MH SAN -S9 48" DIA. TOP= 859.00 FL IN= 844.75 FL OUT= 844.65 SANITARY MH SAN -S10 60" DIA. TOP= 861.40 FL IN= 845.90 FL OUT= 845.80 870 865 860 855 PROPOSED SAN -S5 -EXISTING GROUND SAN -P8 SAN -P6 sheet C3.2 / / //- 170' - 6" DIA. SANITARY SEWER SERVICE AT 7.17% SLOPE (PLUG END WATER -TIGHT) SANITARY MH SAN -12 60" DIA. TOP= 865.20 FL IN= 849.80 FL IN= 847.80 FL OUT= 847.70 ss SANITARY MH SAN -S11 60" DIA. TOP= 863.20 FL IN= 846.77 FL IN= 848.67 FL OUT= 846.67 SANITARY MH SAN -S13 48" DIA. TOP= 860.20 FL IN= 848.77 FL OUT= 848.67 a+ WitSANITARY MH SAN -S10 60" DIA. TOP= 861.40 FL IN= 845.90 iforairli FL OUT= 845.80 1111 as0 ror myawl swig 18' - 6" DIA. SANITARY SEWER SERVICE AT 2.00% SLOPE (PLUG END WATER -TIGHT) SANITARY MH SAN -S14 48" DIA. TOP= 856.87 FL OUT= 850.00 EXISTING GROUND 870 870 865 SAN -S10 86. 855 SAN - S11 SA N -S12 PROPOSED GROUND SAN -S13 SAN -S14 865 860 855 850 850 SA SAN -P N -P12 AN -P1 3 SAN -P14 845 840 840 835 835 rage Lby or it. Sanitary Sewer Plan and Pr sheet C3.3 VW� 7 SANITARY MH SAN -S16 48" DIA. TOP= 856.15 FL IN= 846.57 FL OUT= 846.47 8" SANITARY SANITARY MH SAN -S17 SAN, 17 EWER 48" DIA. 202 5; TOP= 855.75 `SAT 32q`� FL OUT= 849.25 50 �� q ah 9� 16" a9��a1° gra99� �11111.8,71TARY gah/ lir '�47' - DIA. SANITARY ANITARY MH 60" DIA.SEWER SERVICE ATTOP= 863.202.00%SLOPE (PLUGENDFL IN= 846.7WATER-TIGHT)FL IN= 848.6FL OUT= 846WER • SAN -p15 SANITARY MH SAN -S15 254.9' AT 5.58% 48" DIA. TOP= 870.00 FL OUT= 862.90 011101111 0 viiii AIP g9 4IV - r; 0 a6 gab gaa pilifre'j - oil* Oft 11 a �s /1/ SANITARY MH SAN -S9 48" DIA. TOP= 859.00 FL IN= 844.75 FL OUT= 844.65 - 6" DIA. SANITARY SEWER SERVICE AT 2.00% SLOPE (PLUG END WATER -TIGHT) 870 870 865 865 860 860 SAN 855 -S9 850 EX 'STING GROUN SA PROPO N -S16 SED G ROUND 1 AN -S1 7 855 850 SAN 845 -P17 845 SA 840 N -P16 840 835 835 42' - 6" DIA. SANITARY SEWER SERVICE AT 2.00% SLOPE (PLUG END WATER -TIGHT) 870 EXISTIN G GRO UND PROPOSED GROUND SAN -S15 870 865 865 SAN -S11 860 860 855 850 845 855 850 845 840 840 835 835 a a 2 Nw c ao C J O 0 = V% U_1 o O O O 0 yr Cli Sanitary Sewer Plan and Profile sheet C3.4 50 - 6" DIA. SANITARY SEWER SERVICE AT 2.00% SLOPE (PLUG END WATER -TIGHT) s8 SANITARY MH SAN -S23 TOP= 865.10 FL OUT= 859.70 SANITARY MH SAN -S18 48" DIA. TOP= 860.50 FL IN= 850.22 FL OUT= 850.12 ss SANITARY MH SAN -S21 48" DIA. TOP= 866.30 FL IN= 852.59 FL OUT= 852.49 sa SANITARY MH SAN -519 48" DIA. TOP= 862.00 FL IN= 851.69 FL OUT= 851.59` , SEWER S SpN\jN�p1� Sp 10% d 9 pS 0 8" SANITARY SEWER SAN -P22 .6.2' AT '. 0 40' - 6" DIA. SANITARY SEWER SERVICE AT 10.95% SLOPE (PLUG END WATER -TIGHT) 50' - 6" DIA. SANITARY SEWER SERVICE AT 2.00% SLOPE (PLUG END WATER -TIGHT) 8" SANITARY SEWER SAN -P23 76' AT 3.20% SANITARY MH SAN -S20 48" DIA. TOP= 863.60 FL IN= 852.06 FL OUT= 851.96 SANITA TOP= 865. FL IN= 857.2 FL OUT= 857.17 MH SAN -S22 SANITARY MH SAN -S13 48" DIA. TOP= 860.20 FL IN= 848.77 FL OUT= 848.67 870 870 865 860 855 850 PROP OSED GROUN 01 SAN -S21 SAN -S22 SAN - S13 SA N -S18 EXISTIN G GRO UND SAN - 845 P18 SAN P19 SA N -S19 1 SAN -S20 SAN -S23 011111 AN -P2 3 SA 1 N -P20 SAN - P21 SAN -P 22 865 860 855 850 845 840 840 835 835 rage, or sus Y CCa a w 2 Nw I :Q c O J cc 2 tri l— c co o c 0 O O w Sanitary Sewer Plan and Profile Sheet C3.5 FISHING HOLE BOTTOM ELEV.= 835.0 'STM—P301 STM—P300 STM— ;7'111 l+ll aSTM—P 41 70/81Witirkil PONo NORMAL POOL ELEV. T - BOTTOM ELEV.= 850.0 P4 tr. I k 914 1"I Page 272 of 383 NORMAL POO LAKE (30.25L AC.) E V.= BOTTOM ELEVL.= 842.588.0 STM -5302 STM -P302 l STM -S300 STM -5800 STM -P801 ti,A1' STM1-P800 VW� II��STM-P6011%114 A1S � STM -P600 s gews g gawn . fro. riM AIIIIIIIr 0,300 1 INCH = 100 FEET cc a w L Nw ca I— cn o O O +6O a TA 00 - as U � sheet C4.1 LIST OF INTAKES AND MANHOLES LIST OF STORM SEWER PIPE N UMBER LOCATION TYPE OR STAN DAR D ROAD PLAN FORM GRADE ELEV. B OTTO M WELL ELEV. N OTE STM -S1 SEE PLAN IDOT SW -562 MOD. 872.90 866.70 SEE NOTE 1 BELOW LINE N UMBER LOCATION FROM To M AFT 'ERE! A L PIPE DIAMETER (INCHES) LENGTH OF LINE (FEET) S LOPE FLOW LI N ES N LET ELEVATION OUTLET ELEVATION N OTES STM -S2 SEE PLAN IDOT SW -562 882.80 876.70 STM -P1 APRON APRON 2000D RCP 815 0.21 850.00 848.25 1,2,3,4,5,6 STM -S3 SEE PLAN IDOT SW -508 866.65 861.65 STM -P2 APRON APRON 2000D RCP 220 0.23 848.75 848.25 1,2,3,4,6 STM-P3A APRON APRON 2000D RCP 44 X 27 44 0.90 858.35 857.95 ARCH PIPE, 1,2,3,6 STM -S100 SEE PLAN IDOT SW -512 856.65 850.13 36'' DIA. STRUCTURE STM-P3B APRON APRON 2000D RCP 44 X 27 44 0.90 858.35 857.95 ARCH PIPE, 1,2,3,6 STM -S101 SEE PLAN IDOT SW -512 856.65 850.53 36'' DIA. STRUCTURE STM-P3C APRON APRON 2000D RCP 44 X 27 44 0.90 858.35 857.95 ARCH PIPE, 1,2,3,6 STM -5102 SEE PLAN IDOT SW -512 856.65 850.96 24'' DIA. STRUCTURE STM-P4A APRON APRON 2000D RCP 44 X 27 147 0.90 863.48 862.16 ARCH PIPE, 1,2,3,6 STM -S103 SEE PLAN IDOT SW -512 856.00 851.40 24" DIA. STRUCTURE STM-P4B APRON APRON 2000D RCP 44 X 27 147 0.90 863.48 862.16 ARCH PIPE, 1,2,3,6 STM -S104 SEE PLAN IDOT SW -512 856.75 852.15 24'' DIA. STRUCTURE STM-P4C APRON APRON 2000D RCP 44 X 27 147 0.90 863.48 862.16 ARCH PIPE, 1,2,3,6 STM -P5 STM -S1 APRON HDPE 57 5.73 867.30 864.04 1,2,6 STM -S200 SEE PLAN IDOT SW -562 MOD. 861.00 856.30 SEE NOTE 1 BELOW STM -P6 STM -S2 STM -S1 HDPE 81 12.25 877.30 867.40 STM -S201 SEE PLAN IDOT SW -562 MOD. 871.20 865.00 SEE NOTE 1 BELOW STM -P7 APRON APRON 2000D RCP 57 1.62 870.65 869.77 1,2,3,6 STM -S202 SEE PLAN IDOT SW -562 MOD. 880.60 874.40 SEE NOTE 1 BELOW STM -P8 STM -S3 APRON 2000D RCP 140 0.35 862.65 862.16 1,2,6 STM -S300 SEE PLAN IDOT SW -512 854.75 848.55 36" DIA. STRUCTURE STM -P100 STM -S100 APRON 2000D RCP 84 2.83 850.63 848.25 1,2,6 STM -S301 SEE PLAN IDOT SW -512 854.75 850.15 1, DIA. STRUCTURE STM -P101 STM -S101 STM -S100 2000D RCP 119 0.37 851.13 850.73 STM -S302 SEE PLAN IDOT SW -512 854.75 850.15 1, DIA. STRUCTURE STM -P102 STM -S102 STM -S101 2000D RCP 101 0.23 851.46 851.23 STM -P103 STM -S103 STM -S102 2000D RCP 119 0.37 852.00 851.56 STM -S400 SEE PLAN IDOT SW -562 MOD. 855.00 847.75 SEE NOTE 1 BELOW STM -P104 STM -S104 STM -S101 2000D RCP 91 3.46 852.75 851.23 STM -5401 SEE PLAN IDOT SW -562 MOD. 855.00 848.56 SEE NOTE 1 BELOW STM -S402 SEE PLAN IDOT SW -562 MOD. 856.50 849.64 SEE NOTE 1 BELOW STM -P200 STM -S200 APRON 2000D RCP 27" 398 0.73 856.90 854.00 1,2,6 STM -S403 SEE PLAN IDOT SW -562 MOD. 855.50 850.00 SEE NOTE 1 BELOW STM -P201 STM -S201 STM -S200 HDPE 13.40 865.60 857.00 STM -S404 SEE PLAN IDOT SW -512 857.50 852.90 24'' DIA. STRUCTURE STM -P202 STM -S202 STM -S201 HDPE 14.58 875.00 865.70 STM -S500 SEE PLAN IDOT SW -513 MOD. 860.50 854.40 INSIDE BOX 5' X 5' STM -P300 STM -S300 APRON 2000D RCP 123 2.16 849.15 846.50 1,2,6 STM -P301 STM -S301 STM -S300 2000D RCP 105 1.43 850.75 849.25 STM -S600 SEE PLAN IDOT SW -510 MOD. 857.00 850.73 INSIDE BOX 5' X 8' STM -P302 STM -S302 STM -S300 2000D RCP 75 2.02 850.75 849.25 STM -S601 SEE PLAN IDOT SW -510 MOD. 859.65 852.14 INSIDE BOX 5' X 8' STM -S602 SEE PLAN IDOT SW -510 860.30 854.77 STM -P400 STM -S400 APRON 2000D RCP 180 1.03 848.35 846.50 1,2,6 STM -S603 SEE PLAN IDOT SW -510 861.45 856.85 STM -P401 STM -S401 STM -S400 2000D RCP 24 69 4.00 851.21 848.45 STM -P402 STM -S402 STM -S401 2000D RCP 24 124 0.66 852.13 851.31 STM -S800 SEE PLAN IDOT SW -562 MOD. 858.20 853.35 SEE NOTE 1 BELOW STM -P403 STM -S403 STM -S402 2000D RCP 24 109 0.55 852.82 852.23 STM -S801 SEE PLAN IDOT SW -562 MOD. 863.00 858.00 SEE NOTE 1 BELOW STM -P404 STM -S404 STM -S403 2000D RCP 18" 98 0.55 853.50 852.92 STM -S900 SEE PLAN IDOT SW -562 MOD. 858.40 853.40 SEE NOTE 1 BELOW STM -P500 STM -S500 APRON 2000D RCP 36” 114 1.40 855.00 853.40 1,2,6 STM -P501 APRON STM -S500 2000D RCP 116 1.09 856.37 855.10 1,3,6 STM -S1000 SEE PLAN IDOT SW -562 MOD. 853.00 847.50 SEE NOTE 1 BELOW STM -P600 STM -S600 APRON 2000D RCP 85 1.15 851.23 850.25 1,2,6 STM -S1100 SEE PLAN IDOT SW -511 862.90 857.90 STM -P601 STM -S601 STM -S600 2000D RCP 123 1.15 852.74 851.33 STM -S1101 SEE PLAN IDOT SW -511 864.00 858.40 STM -P602 STM -S602 STM -S601 2000D RCP 220 STM -S1102 IDOT SW -511 STM -P603 STM -S603 STM -S602 2000D RCP 172 STM -S1103 IDOT SW -511 STM -P800 STM -S800 2000D RCP 51 STM -S1200 IDOT SW -405 854.32 FL=848.40 STM -P801 STM -S801 STM -S800 2000D RCP 24” 225 STM -S1201 IDOT SW -405 854.70 FL=848.79 STM -S1202 IDOT SW -405 855.38 FL=849.46 STM -P900 STM -S900 2000D RCP 78 STM -P1000 STM -S1000 2000D RCP 69 STM -P1100 STM -S1100 STM -S602 2000D RCP 159 STM -P1101 STM -S1101 STM -S1100 2000D RCP 120 STM -P1102 STM -S1102 STM -61101 2000D RCP 99 STM -P1103 STM -S1103 STM -S1102 2000D RCP 116 1. MODIFY INSIDE BOX DIMENSIONS AS REQUIRED TO ACCEPT INDICATED PIPE SIZES. NOTES: 1. LENGTH INCLUDES APRON(S) 2. TIE DOWNSTREAM APRON JOINT AND TWO ADDITIONAL UPSTREAM PIPE JOINTS. SEE IDOT STANDARD ROAD PLAN RF -14. 3. TIE UPSTREAM APRON JOINT AND TWO ADDITIONAL DOWNSTREAM PIPE JOINTS. SEE IDOT STANDARD ROAD PLAN RF -14. 4. THIS LINE HAS 45 -DEGREE BENDS. TIE BEND JOINTS AND TWO ADDITIONAL UPSTREAM AND DOWNSTREAM PIPE JOINTS. SEE IDOT STANDARD ROAD PLAN RF -14. 5. THIS LINE HAS THREE SW -405 INTAKES WITH NENNAH FOUNDRY R-6052-6 FRAME AND GRATE. 6. ALL RCP APRONS REQUIRE RCP APRON FOOTINGS AND CONCRET PIPE APRON GUARDS. SEE SUDAS DETAILS 4030.221 AND 4030.224 FOF2 DETAILS. Page 274 of 383 ,(3:4 °38 8 F2. Tabulation of Storm Sewer sheet 04.2 401:00„pi,A •iwSTM-P12C Prittar re raga VI I IA ""111.MWAIWA.. I I I .Z‘lel rir4 I I WWI ILO grAl I 1 rid I 111:_r.0 141.1r.1 I I rrAl ■ CuIrur-11Ala.ir'AW I I I ri," I I rA AM. AM. ,itS111111111111FAMIIIPADOWIlm.. ANA 11111111111111111111110•1/717MIDWASYMPB10 .1 At 4,r enniwAnnalmainamm.... 100 150 1 NCH = 50 FEET LIST OF LONGITUDINAL SUBDRAINS NUMBER LOCATION FROM To SIDE INSTALLAT.N TYPE PIPE DIA. PIPE LENGTH DEPTH OUTLET TYPE NOTE SUB -P1 END CAP STM -S202 D OT RF -19C 6„ 346, 48" N TAKE OUTLET 1,2,3,4 SUB -P 2 END CAP STM -S201 D OT RF -19C 6" 342' 48„ N TAKE OUTLET 1,2,3,4 SUB -P 3 END CAP STM -S200 D OT RF -19C 6" 340' 48" N TAKE OUTLET 1,2,3,4 SUB- P 4 END CAP STM -S2 D OT RF -19C 6" 195' 48" N TAKE OUTLET 1,2,3,4 SUB -P 5 STM -S201 STM -S1 D OT RF -19C 6" 4.54' 48" N TAKE OUTLET 1,2,3 SUB -P6 END CAP STM -S200 D OT RF -19C 6" 185' 48" N TAKE OUTLET 1,2,3,4 SUB -P 7 END CAP STM -S2 D OT RF -19C 254' 48„ INTAKE OUTLET 1,2,3,4 SUB -P 8 END CAP STM -S1 DOT RF -19C 6" 510' 48" N TAKE OUTLET 1,2,3,4 SUB -P9 SEE PLAN SEE PLAN DOT RF -19C 6" 145' 48" SUB -P10 SEE PLAN SEE PLAN DOT RF -19C 6" 212' 48" SUB -P, SEE PLAN SEE PLAN DOT RF -19C 6" 212' 48" SUB -P12 SEE PLAN SEE PLAN DOT RF -19C 6" 283' 48„ SUB -P13 SEE PLAN SEE PLAN DOT RF -19C 6" 264' 48" SUB -P14 SEE PLAN SEE PLAN D OT RF -19C 6" 272' 48" SUB -P15 SEE PLAN SEE PLAN D OT RF -19C 6" 177' 48" SUB -P16 SEE PLAN SEE PLAN D OT RF -19C 6" 136' 48" SUB -P17 SEE PLAN SEE PLAN D OT RF -19C 6" 520' 48„ SUB -P18 SEE PLAN SEE PLAN DOT RF -19C 6" 720' 48" SUB -P19 SEE PLAN SEE PLAN D OT RF -19C 6" 65' 48" SUB -P20 SEE PLAN SEE PLAN D OT RF -19C 6" 43' 48" SUB -P 21 SEE PLAN SEE PLAN D OT RF -19C 168' 48" SUB -P22 SEE PLAN SEE PLAN DOT RF -19C 6" 355' 48" NOTES: SUBDRAI NS TO BE CONSTRUCTED PER CURRENT IDOT STANDARD ROAD PLAN RF -19C.. 2. S=1,==11„EBE THE NOTED DIAMETER AND SHALL COMPLY WITH AASH TO M 252, TYPE S, CORRUGATED EXTERIOR AND 3. TH. UNE SHALL OUTLET N TO STORM SEWER STRUCTURE. CONNECTMN TO STRUCTURE SHALL BE CONSTRUCTED PER CURREN T SU DAS 4040,23 FOR CONNECTIONS TO STORM SEWER N TAK ES. 4. UN=7=4R END OF TH. PIPE SHALL BE PLUGGED WATER- TMH T USNG AN ENDCAP SUPPLED BY THE PIPE Page 275 05 383 14/ cc ww2 cS Cl) 0 '5 7) c u) 00 c.) 0 Longitudunal Suuurampwn .}..sheet C4.3 LAKE (30.25 AC.) NORMAL P00L ELEV.= 848.0 BOTTOM ELEV.= 842.5 Page 276 of 383 Q OET, SH AU LIS ROAD Paae 277 of 383 �mllminmennnl\ /MEWI *sir 11111111111111111111111M11111111/111111i�A FIRE HYDRANT #16 NOTE: ALL WATERMAIN AND APPURTENANCES IS TO HAVE 6.0' OF COVER TO FINISH GRADE. Lc4 cc 0 w 2 Nw ca I— FL o C O O cr � � c ▪ (f) U_� Water Main Schematic sheet C5.0 45—DEGREE BEND 22.5—DEGREE BEND 8° GATE VALVE WITH VALVE BOX FIRE HYDRANT ASSEMBLY #5 METER PIT SEE DETAIL 8" DIA. TAPPING VALVE, TIE—IN TO EXISTING 20" DIA. WATER MAIN 8" GATE VALVE WITH VALVE BOX 22.5—DEGREE BEND ARE HYDRANT ASSEMBLY #1 8 \ FIRE HYDRANT ASSEMBLY #2 22.5—DEGREE BEND 8 X 8" TEE GATE VH VALVEALVE WB I -o 865 860 855 FIRE HYDRANT ASSEMBLY #3 ARE HYDRANT ASSEMBLY #1 FIRE HYDRANT ASSEMBLY #2 —EXISTING GROUND 111111111111111 EXTRA DEPTH WATERMAIN CONSTRUCTION REQUIRED UNDER STORM SEWER. PROVIDE WO 24" MIN. CLEARANCE 8" DIA. TAPPING VALVE, TIE—IN TO EXISTING 20" DIA. WATER MAIN Page 278 of 383 A\li i # 1\, / ')!‘ ,/wk -\ *\\\\t\I BEND \ Al 41 V. let x 1 Rs+ N- x t\.'\0\88C 1- - -11 !Pls.t Titvf**1 vi .14 11 10 8" GATE VALVE WITH VALVE BOX I I FIRE HYDRANT ASSEMBLY #8 22.5—DEGREE BEND 8" GATE VALVE WITH VALVE BOX 45 -DEGREE BEND 22.5 -DEGREE BEND PROP OSED GROUN D - 870 FIRE HYDRANT ASSEMBLY #7 FIRE HYDRANT ASSEMBLY #8 EXISTIN G GRO UND FIRE HYDRANT ASSEMBLY #5 870 FIRE HYDRANT ASSEMBLY #6 865 860 855 850 845 840 835 FIRE HYDRANT ASSEMBLY #3 FIRE HYDRANT ASSEMBLY #4 865 860 855 850 845 840 835 Page 279 of 383 45—DEGREE BEND 22.5—DEGREE BEND / / / /I 8" GATE VALVE WITH VALVE BOX 11.25—DEGREE BEND 8" GATE VALVE WITH VALVE BOX I V // / 22.5—DEGREE BEND FIRE HYDRANT ASSEMBLY #9 8" X 8" TEE / III// 8" GATE VALVE WITH VALVE BOX FIRE HYDRANT ASSEMBLY #10 FIRE HYDRANT ASSEMBLY #8 EXISTING GROUND 111111111111111111111111111111111111111111111111 11101 111111111111111111111111111111111MME FIRE HYDRANT 11 PROPOSED GROUND 111 1111111111111111111111111111111 ASSEMBLY #11 111111111111111111111111111 inimmilimisemilillimminimminimini 1111111111111 111111111 ''''"'ETNFRA=PuRcc= 11111111111111111111111111 ; uo Page 280 of 383 sheet C5.3 —EXTRA DEPTH WATERMAIN CONSTRUCTION REQUIRED UNDER STORM SEWER. PROVIDE 24" MIN. CLEARANCE Page 281 of 383 461 iffm rd1 r ILI,— rA,18 •"Wi / I I *7 MII11 IA I 410,7 ATE VALVE BIOX �® 441 t‘ � °� VIII .16 ,/.. \ , 40, �• 4I ., .... II "A\ N FIRE HYDRANT Pd�� ASSEMBLY #14 I► 90 DEGREE BEND, Nk. 1I / I � I j lIllll I IIIII 11 I � IIIII IIIII p�.,,l� • 0 • ipw\ ll�/ OlII �lllll , 90—DEGREE BEND MIIM‘ *.k.FIRE HYDRANT ASSEMBLY #15 ,IIIb. 14///f .1l/Ip. s � � \ASV \ bZ 8" GATE VALVE WITH VALVE BOX 100 150 FIRE HYDRANT ASSEMBLY #16 90—DEGREE BEND k 4/ INCH = 50 FEET 870 865 A PROP 860 OSED GROUN —E XISTIN G GRO UND 855 FIRE H ASSEM YDRAN BLY #1 r 4 FIRE HYDRANT ASSEMBLY #15 870 FIRE HYDRANT ASSEMBLY #16 860 855 850 845 L 850 EXTRA DEPTH WATERMAIN CONSTRUCTION REQUIRED UNDER STORM SEWER PROVIDE 24" MIN. CLEARANCE 845 840 840 835 835 rage Loo or it. o � O N � O M ' � rn m X ,° � � ▪ U 8 c ▪ To N d W Water Main Plan and Pr sheet C5.5 6' WIDE GRANULAR SHOULDER 'AIIIIIIIIII HEAVY DUTY PAVING GULAR DUTY PAVING SIDEWALK HEAVY DUTY PAVING 4' WIDE GRANULAR SHOULDER 4' WIDE GRANULAR SHOULDER HEAVY DUTY PAVING 4' WIDE GRANULAR SHOULDER CONSTRUCTION ENTRANCE® W/ 18" DIA. CULVERT CONCRETE WASHOUT BASIN O 30• WIDE ROCKED SEMI TRUCK ACCESS DRIVE (11,100 S.Y.) 20' WIDE RTRUCOKE[ STRAIGHT K ACCESS DRIVE (950 S.Y.) --- - nnnnnm sunnnssmm�nnn nsmrim nsnnnsunnnnnmosinnnnnnnminminnnus�on INSPECTION NOTES: 1. INSPECTIONS SHALL BE MADE ONCE EVERY 7 DAYS. 2. CORRECTIVE ACTIONS SHALL BE MADE WITHIN 7 DAYS OF DISCOVERY. 3. REPORTS SHALL BE MADE AVAILABLE TO ANY COMPLIANCE INSPECTOR. 4. REPORTS SHALL BE SUBMITTED TO CITY ENGINEER WITHIN 24 -HOURS. 5. REPORTS AND RECORDS SHALL BE RETAINED BY PERMITEE FOR 3 -YEARS AFTER NOD IS SUBMITTED. GENERAL NOTES: 1. ALL WORKERS ON SITE SHALL BE MADE AWARE OF CONTROLS AND REGULATIONS. 2. ALL COLLECTED SEDIMENT AND DEBRIS SHALL BE PROPERLY DISPOSED OF. 3. CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. 4. NO HAZARDOUS WASTE MAY BE DISPOSED OF IN SANITARY LANDFILLS. 5. DO NOT DISPOSE OF RUBBLE IN WETLANDS, FLOODPLAINS OR DRAINAGE WAYS WITHOUT IDNR OR JURISDICTION APPROVAL. 6. TREAT OR DISPOSE OF SANITARY WASTES GENERATED ON-SITE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 7. ALL MATERIALS HAULED OFF-SITE SHALL BE SECURED TO PREVENT LITTERING. 8. ANY MATERIALS TRACKED ONTO STREETS SHALL BE REMOVED WITH 24 -HOURS. 9. DUMPSTERS SHALL BE COVERED TO PREVENT STORM WATER CONTAMINATION. 10. ALL SAW CUTTING SLURP SHALL BE CAPTURED, WHETHER IT BE VACUUMING UP OR DAMMING AND SWEEPING. SITE MAP NOTES: 1. SITE MAP SHALL BE UPDATED AS CONDITIONS AND/OR CONTROL LOCATIONS CHANGE. 2. IF CONTROL LOCATIONS CANNOT BE PRE -DETERMINED, THE SWPPP MANAGER SHALL ADD THEM TO THE SITE MAP AS THEY ARE IMPLEMENTED. Page 284 of 383 JOB TRAILER AREA (3,500 S.Y.) STAGING AREA (4,500 S.Y.) NOTE: SEE SHEETS C7.1 -C7.5 FOR SILT FENCE LOCATIONS, POSSIBLE TOPSOIL AND CLASS 10 STOCKPILE AREAS, AND LOCATIONS TO RECIEVE WOOD EXCELSIOR MAT, STRAW WATTLES, AND EROSION STONE. SEQUENCE OF ACTIVITIES NOTES: 1. DO NOT DISTURB AN AREA UNTIL IT IS NECESSARY FOR CONSTRUCTION TO PROCEED. 2. COVER OR STABILIZE DISTURBED AREAS INCLUDING STOCKPILES AND SLOPES AS SOON AS POSSIBLE BUT NO LATER THAN 7 CALENDAR DAYS AFTER AN AREA IS NO LONGER ACTIVELY WORKED. 3. TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM WEATHER/SEASONAL CHANGES. 4. DO NOT REMOVE PERIMETER CONTROLS UNTIL UPSTREAM AREAS ARE STABILIZED. 5. INSTALL INFILTRATION CONTROLS AFTER UPSTREAM AREAS ARE STABILIZED. 6. IN THE EVENT OF SNOW COVER, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICAL. 7. CONTACT THE CITY ENGINEER FOR A PRE -CONSTRUCTION INSPECTION BEFORE CONSTRUCTION BEGINS. 8. CONTACT THE CITY ENGINEER FOR A POST -CONSTRUCTION INSPECTION BEFORE TEMPORARY CONTROLS ARE REMOVED. 9. WINTER MONTHS DO NOT EXCLUDE DISTURBED AREAS FROM BEING STABILIZED; IF THEY WILL NOT BE ACTIVILY WORKED FOR 21 DAYS THEY NEED STABILIZATION AFTER 7 IN THE FORM OF HYDROMULCH OR TUCKED STRAW MULCH OR THE LIKE. EROSION CONTROL PLAN: INSTALL EROSION CONTROL SILT FENCE OR 9" DIA. STRAW FILLED WATTLE AT LOCATIONS AS SHOWN; MAINTAIN THROUGHOUT CONSTRUCTION BY REMOVING ACCUMULATED SILT AND RESTORING SILT FENCE TO FULLY FUNCTIONING CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. COMPLETE AS PER SUDAS DESIGN MANUAL 7E-22, 7E-28 AND SUDAS SPECIFICATION 9040. SILT FENCE SHALL BE INSTALLED IN GRASS AREAS WHERE APPROPRIATE, AND WATTLES SHALL BE PLACED ACROSS EXISTING BOAT RAMP AS SHOWN. AT ALL AREAS WHERE EROSION CONTROL SILT FENCING IS INSTALLED, J -HOOKS SHALL ALSO BE INSTALLED AT 200' MAXIMUM INTERVALS. ALL DISTURBED AREAS THAT ARE NOT ACTIVELY WORKED WITHIN 21 DAYS SHALL BE TEMPORARILY STABILIZED WITH SEEDING, SILT FENCE AND WATTLES WITHIN 7 DAYS. THIS INCLUDES STOCKPILES AND SLOPES. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH SUDAS SPECIFICATIONS AND THE SUDAS DESIGN MANUAL. ALL SLOPES OF 3:1 OR GREATER ARE TO BE STABILIZED WITH HYDROSEEDING AND WATTLES. INSTALL PORTABLE SANITARY FACILITY ® - A 20' WIDE X 50' LONG ROCKED TRUCK CLEAN OFF AREA SHALL BE PLACED AS SHOWN ON THIS PLAN TO ACCESS THIS SITE. CLEAN OFF AREA SHALL BE INSTALLED PRIOR TO SITE CONSTRUCTION AND SHALL BE USED TO PREVENT DIRT/DEBRIS FROM LEAVING THE SITE FROM TRUCK TRAFFIC. ONCE A MAJORITY OF THE SITE WORK IS COMPLETE AND THE TRUCK CLEAN OFF AREA IS NO LONGER NEEDED THEN IT CAN BE REMOVED. ®- PLACE CONCRETE WASHOUT BASIN. WASHOUT MAY BE PRE -FABRICATED BAGS OR CONTAINERS ONLY. SCRAPINGS FROM CONCRETE TRUCK CHUTES MAY BE PLACED IN PILES NEXT TO THE WASHOUT CONTAINORS TO PROLONG THEIR LIFE. WASHOUT SITES MUST ALSO BE LEGIBLY SIGNED. ® - NOTIFY CITY FOR PRE -CONSTRUCTION INSPECTION 6 BEGIN REMOVALS, DEMOLITION, TOPSOIL STRIPPING, SALVAGING AND STOCKPILING. EXCESS MATERIALS TO BE HAULED OFF SITE. O- BEGIN LAKE CONSTRUCTION ® - BEGIN ROUGH GRADING OF SITE ® - BEGIN CONSTRUCTION OF SITE UTILITIES 10 - COMPLETION OF GRADING, SUBBASE AND PAVEMENT CONSTRUCTION 1 1 RESPREAD TOPSOIL ON ALL DISTURBED AREAS NOT BUILT UPON OR PAVED WITH A MINIMUM UNIFORM ROLLED THICKNESS OF 4". HYDROSEED ALL AREAS NOT PAVED, ROCKED OR BUILT UPON THAT DO NOT HAVE ESTABLISHED TURF IN GOOD CONDITION. HYDROSEED AREAS WITH SLOPES AT 3:1 OR GREATER. PLACE 9" WATTLES, PROPERLY PLACED AND STAKED AS PER SUDAS DESIGN MANUAL 7E-22 AND SUDAS SPECIFICATION 9040. WATTLES ARE TO BE PLACED IN PARALLEL RUNS ALONG THE ENTIRE LENGTH OF SEEDED SLOPES AT SPACINGS NO MORE THAN 20' HYDROSEED AS PER SUDAS SPECIFICATION 9040 AND SUDAS DESIGN MANUAL 7E-6. THE STORMWATER QUALITY INFILTRATION AREAS SHALL RECIEVE SOD OR SEED. 1 Z - COMPLETE CLEAN-UP OF ALL PAVEMENT AREAS. �'3 - NOTIFY CITY FOR POST -CONSTRUCTION INSPECTION 1 4 - REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROLS 5 - FINAL NOTICE OF DISCONTINUATION OF CONSTRUCTION ACTIVITY STORM WATER POLLUTION PREVENTION PLAN\ AND EROSION CONTROL PLAN Erosion control fencingdisturbed byconstruction or other activities on the site shall be replaced at no cost to this contract. The Contractor shall maintain all p erosion control fencing to prevent the transport of sediment off-site at no additional cost to this contract. The Contractor shall install and maintain all erosion control fencing and other erosion control items within 48 hours of the time first instructed by the Architect's representative. 2. The Contractor and all his/her subcontractors shall make themselves familiar with the National Pollutant Discharge Elimination System (NPDES) Permit that authorizes discharge of stormwater from this project and shall comply with all aspects of the Iowa NPDES Storm Water General Permit No. 2, the Permit for this project, and the Storm Water Pollution Prevention Plan and Erosion Control Plan for this project. The Contractor and all of his/her subcontractors shall sign and agree to the terms of the Certification Statement provided, and for the NPDES Permit for this project. 3. The Contractor shall take particular notice to Part IV. D. 2. C. (1). Waste Disposal of the Iowa NPDES Storm Water General Permit No. 2 and shall include this work with his/her bid for this project. 4. The Contractor shall take particular notice to Part IV D. 4. inspections of the Iowa NPDES Storm Water General Permit No. 2 and shall include this work with his/her bid for this project. sheet 3 C7.0 fi EROSION CONTROL SILT FENCE LENGTH= 300' EROSION CONTROL SILT FENCE LENGTH= 480' Alllllllllllll EROSION CONTROL SILT FENCE LENGTH= 968' .kokitte4- m 10.- kfr141 A/00111111111114%tet 40, EROSION CONTROL SILT FENCE LENGTH= 1,318' i..ii ., fri EROSION CONTROL r- Wwilbt,', 4 "0" SILT FENCE - / .4:.:4:7,,,,, LENGTH= 1,685' \// r: � ( ) II � LENGTH= 920' (TOTAL) .-11 :+14)*;:m1441-14 _____17.; ::g1114'.---____.-----t,,,,,iliffir......................1.4._. yp, i0111 IF711011 0 °O1 INSTALL EROSION CONTROL SILT FENCE AROUND ALL STORM SEWER INLETS MH'S TYP. EROSION CONTROL SILT FENCE LENGTH= 517' Pa 285 of 383 EROSION CONTROL SILT FENCE LENGTH= 2,673' PROTECT EXISTING WETLAND EROSION CONTROL P SILT FENCE LAN: w 2 yw ai C = a52 c � O J _cc 750 2 i C Vi U� 0 O O Da' o Erosion Control Plan sheet C7.1 rt - AIIIIIIIIIIIII POSSIBLE FOOTING SPOILS STOCKPILE AREA ® TEMPORARY DURING CONSTRUCTION: 30' WIDE X50'LONG (MIN.) ROCKED SINK CREEK CROSSING W/ TWIN 48" DIA. CULVERTS TEMPORARY DURING CONSTRUCTION: 30' WIDE X 50' LONG (MIN.) ROCKED SINK CREEK CROSSING W/ TWIN 48° DIA. CULVERTS AI jeg ..„5 a 411 )))17 ANY/II§ EROSION CONTROL PLAN: STOCKPILE LOCATIONS � N o ' N rn � 8— � U U Ql C U N C CO N � I U Q N7 T N C i m � � o L.44 Erosion Control Plan sheet C7.2 WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 1,254 SQ. FT. WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 1,880 SQ. FT. 1 INCH = 150 FEET BOTTOM ELEV. 835.0 WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 47,555 SQ. FT. WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 37,540 SQ. FT. r,..gl Illi 1„I 9, WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 92,164 SQ. FT. WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 37,165 SQ. FT. 1 O WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 41,379 SQ. FT. WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 61,700 SQ. FT. WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 8,972 SQ. FT. WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 21,780 SQ. FT. WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 19,365 SQ. FT. WOOD EXCELSIOR MAT (FOR SLOPE PROTECTION 164,818 SQ. FT. )� WOOD EXCELSIOR MAT FOR SLOPE PROTECTION WOOD EXCELSIOR MAT 21,243 SQ. FT. FOR SLOPE PROTECTION 78,467 SQ. FT. c WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 45,057 SQ FT �IIh WOOD E CEL10' FOR SLOE SRO 43,350 S F ECTI, ) J ME§ WOOD EXCELSIOR MAT FOR SLOPE PROTECTION 40,879 SQ. FT. EROSION CONTROL PLAN: WOOD EXCELSIOR 1M AT cc a 2 yw CF. D • � = J O o cr V 0 0 - C o O -J Erosion Control Plan sheet C7.3 12" DIA. STRAW FILLED WATTLE 100' MAX. SPACING (TYPICAL) LENGTH= 16' (TOTAL: 3) XIIIIIIIIIIIII 12" DIA. STRAW FILLED WATTLE _ 100' MAX. SPACING (TYPICAL) I. . 11104 LENGTH= 16' (TOTAL: 7) 0'1111p5litilL 12" DIA. STRAW FILLED WATTLE 100' MAX. SPACING (TYPICAL) LENGTH= 16' (TOTAL: 12) 12" DIA. STRAW FILLED WATTLE 100' MAX. SPACING (TYPICAL) LENGTH= 16' (TOTAL: 4) 4P1!°12" DIA. STRAW FILLED WATTLE 100' MAX. SPACING (TYPICAL) LENGTH= 16' (TOTAL: 17) 12" DIA. STRAW FILLED WATTLE 100' MAX. SPACING (TYPICAL) LENGTH= 16' (TOTAL: 10) 12" DIA. STRAW FILLED WATTLE 100' MAX. SPACING (TYPICAL) LENGTH= 16' (TOTAL: 11) 12" DIA. STRAW FILLED WATTLE 100' MAX. SPACING (TYPICAL) LENGTH= 16' (TOTAL: 4) 12" DIA. STRAW FILLED WATTLE 100' MAX. SPACING (TYPICAL) LENGTH= 16' (TOTAL: 14) � IIP 12" DIA. STRAW FILLED WATTLE , 100' MAX. SPACING (TYPICAL) LENGTH= 16' (TOTAL: 7) / / / / / / Mit 12" DIA. STRAW FILLED WATTLE 100' MAX. SPACING (TYPICAL) LENGTH= 16' (TOTAL: 14) EROSION CONTROL ;PLAN: 12" DIA. STRAW WATTLES cc a w 2 Nw C o O J O V 0 fs; 2 p 0 c U-� Erosion Control Plan sheet C7.4 ‘1\. ill I III %o If)// �0 i pa+. 111. rfc STONE= 2 TONS FABRIC= 20 SQ.FT. 12" THICK EROSION STONE OVER ENGINEERING FABRIC STONE= 6 TONS FABRIC= 72 SQ.FT. LAKE SHORE PROTECTION 12" THICK EROSION STONE OVER ENGINEERING FABRIC STONE= 10,120 TONS FABRIC= 144,500 SQ.FT. 12" THICK EROSION STONE OVER ENGINEERING FABRIC STONE= 6 TONS FABRIC= 72 SQ.FT. V 12" THICK EROSION STONE OVE STONE= 3 TONS R ENGINEERING FABRIC FABRIC= 35 SQ.FT. - 12" THICK EROSION STONE OVER ENGINEERING FABRIC STONE= 7 TONS FABRIC= 95 SQ.FT. u 12" THICK EROSION STONE OVER ENGINEERING FABRIC STONE= 7 TONS FABRIC= 95 SQ.FT. POND SHORE PROTECTION10 WO: 12" THICK EROSION STONE OVER ENGINEERING FABRIC STONE= 1,005 TONS 0000 FABRIC= 14,350 SQ.FT. *op te-v, pArt-4,:ft Ar mit --.40 e •,,,o, illgilke 12" THICK EROSION STONE 4r, h. wiela OVER ENGINEERING FABRIC � STONE= 7 TONS FABRIC= 95 SQ.FT. iwisia ig jt„.rw::20;-_ -__:_.r,_.,---llivii:': ......-•"7"'':------------:TIIII\1\sl tiogiliii1111111:1111111111:41:11ill\IIIIIIIIIIIIII iiii ......:::;;;; HICK EROSION STONE— lops,Alo 0400,4 0, it OVER 12" T ENGINEERING FABRIC STONE= 3 TONS FABRIC= 35 SQ.FT. fr) 12" THICK EROSION STONE OVER ENGINEERING FABRIC STONE= 7 TONS FABRIC= 95 SQ.FT. '/'777''f'I'Iiil I"IT1' f I 12" THICK EROSION STONE OVER ENGINEERING FABRIC STONE= 2 TONS FABRIC= 20 SQ.FT. NI Mir ktif ®n!'®a11 I TIIIRIII 12" THICK EROSION STONE OVER ENGINEERING FABRIC STONE= 2 TONS FABRIC= 20 SQ.FT. EROSION CONTROL PLAN: EROSION STONE sheet C7.5 (4,0" miEnD. athLo'rPspacing) raen=van,Aer=3,':%, TABLE Max. slope Min. anchors 5 3:1 2:1 21W 1: SUDAS 9040103 SHEET eft SUDAS Standard Specifications Rouw=ougNTROL INSTALLATION ON SLOPES 9;(ans'sfipiggela SUDAS 904015 SUDAS Standard Specifications WATTLE PLAN SUDAS 9040.110 SHEET SUDAS Standard Specifications R I PoRNAnpo FFOL PIPE OU 6 Edge of Channel -reAre_ Iv-- 7"able Channel .r Thic.ess, r ] LL-Imin. Vprg ).,f2a-r7n. Construct notch Engineering Fabric sPeRZILAE_A CROSS-SECTION 19 SUDAS 9040.111 SHEET I d 1 SUDAS Standard Sp,ecifications ROPUTrTAIPNITONCHCAilla" Page 290 of 383 Details- Erosion Cont sheet C8.0 7 TYPICAL SIL ENCE DITCH CHECK ATTACHMENT TO POST "cti::nes ':f7,=rdheeesp°,,,...bur,,,cdrnirl). SUDAS 9040,119 SUDAS Standard Specifications SILT FENCE Tr:Tro'itT an 20,0. m. length per section (600.-0. if slope is flatter than 5%) TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Plan View) (:11) Insert 2 inches of fabric a mini (gri InecInIM)17 ® Reducet Pr' 'Jr:Pr TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES (Proide View) DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES SUDAS 9040,119 SUDAS Standard Specifications SILT FENCE ® EnVance length: 50 foot minimu (30 foot for single family residen , or d in the conh-act t ntrance m b ncr a SUDAS 9040,120 SUDAS Standard Specifications CONSTROME°TRANCE cc w 2 w c cI— Ea_ .0 cc 7.5 0 2 (7) cn o C.) _I 0 0 1: 0 ils- Erosion Contr shee C8.1 rReecifi=r7tscontriact documents for spectfic material and placement cl=='1"the-"ractd—ments"w"" Key OD = Outside diameter of pipe D = Inside diameter of pipe TVV = Trench width at top of pipe d = Depth of bedding material below pipe SUDAS 'pomp= , SW -101 FIGURE MON STANDARD ROAD PLAN ...T., of TRENCH BEDDING AND BACKFILL ZONES RCP AND VCP CIRCULAR PIPE BEDDING° Z.rapiL, 0 Mern=inder of bedding and .sped,led in. cantrad OlowAocrr AGM 3010.102 STANDAR, ROAD . SW -102 CLASS II RCP Ci 21 24 2, SO 36 42 &a 10 92 15 18 24 2, 33 88 33 96 16 16 152 9 9. 2a 36 36 16 16 26 R43. 455.3.4% 30' 36 3C ALLOWABLE BURY DEPTH CLASS IV RCP 9 2 12 9 d 133 16 96 9 6 96 16 9 6 16 9 6 13" 989 16 16 16 16 26 2.6 2, 23. CLASS V RCP 12 15 13 29 2. 27 Class Fre3 5. R-4 S.6 93 455 ST 3, Pr.1,7 14 23 99 530 15.10 RR, 24 2e. 27 27 542 15' . . 7,17 23 14 5 12 9 8 VE411 VE -a 23 524 30 16 12' 96 20' 455 42 2, 15' .65 16 15' 46 15. 2a 16 16 4.8 78 24, 15. 70 48 16 SUDAS Gp [amour 2 SW -102 RGURE 3010.102 STARADROADRAN 88 . 16 16 46 105 4. 16 26 ita Page 292 of 383 Details- Pipe Bedding sheet C9.0 BEDDING CLASSES 0 'T.',,,,r, i Cla. I Bedding Materia iti''''''' • , CLASS P-1 CLASS P-2 CLASS P-3 ALLOWABLE BURY DEPTH DUCTILE IRON, AMA C151, CLASS 52 PVC, AMA C900 8, C905, DR18 ® Pecc'ifir:dnira, irt:rbg [Vat n'tasc. 'II rn 'le '1 ' D,: Ira:`,!,1Pie; ci:dsbliPb-91 rdsdi7,-.9"g7dr: D=r Taesdsdiii7i-gi' ti'diiPt: CIZi'diPn-93 .Y 4 40' 40' 40' OD = °aside diameter of pipe 10 40' 36' 40' 40' 40' 40' 8 , 19' 23' 10 I 19' 40' 40' Z1rinne=h0v1r18tt,c;:st M1 25.0 D.,-12 inch. 12 14 31' 26' 40' 40' 40' 40' 12 19' 23' 14 19' 40' 40' d = li,r-rll' gAt'Fig4',:' "'" PIPe: 18 20' 40' 18 19' 23' 40' r, 3 30 13' 23' 3 FIGURE 3010.104 STANDARD ROAD RAN SW -104 e42 13' 21' 29. s,„, , 0,, .-i...u., .titcititiittiturit ....mi.. , 48 13' 19' 27' ".`i.i.f..-,i,:i; ....A- -9;‘,•,--_-_,,,L,,-..-, 13' 19' 27' PRESSURE PIPE TRENCH BEDDING RCP AND VCP CIRCULAR PIPE BEDDING° Z.rapiL, 0 Mern=inder of bedding and .sped,led in. cantrad OlowAocrr AGM 3010.102 STANDAR, ROAD . SW -102 CLASS II RCP Ci 21 24 2, SO 36 42 &a 10 92 15 18 24 2, 33 88 33 96 16 16 152 9 9. 2a 36 36 16 16 26 R43. 455.3.4% 30' 36 3C ALLOWABLE BURY DEPTH CLASS IV RCP 9 2 12 9 d 133 16 96 9 6 96 16 9 6 16 9 6 13" 989 16 16 16 16 26 2.6 2, 23. CLASS V RCP 12 15 13 29 2. 27 Class Fre3 5. R-4 S.6 93 455 ST 3, Pr.1,7 14 23 99 530 15.10 RR, 24 2e. 27 27 542 15' . . 7,17 23 14 5 12 9 8 VE411 VE -a 23 524 30 16 12' 96 20' 455 42 2, 15' .65 16 15' 46 15. 2a 16 16 4.8 78 24, 15. 70 48 16 SUDAS Gp [amour 2 SW -102 RGURE 3010.102 STARADROADRAN 88 . 16 16 46 105 4. 16 26 ita Page 292 of 383 Details- Pipe Bedding sheet C9.0 BEDDING CLASSES CLASS F-3 ALLOWABLE BURY DEPTHO ASTM 4 nal o • SDR 23.5 SDR 25 SCR 35 So. We SDR35 iTzt c=Prypt) 24' 24' 10 28. 24' 12 27 24' ' 250 32' 24' 10 24' 21 24 24 24' 24' 24' 24 24' 24' 24' (0, = 40' 10 40' 42 37' 3, ,6 27 37 48 40 30 24' 24' 24' 42 17 21' 29' 27 54 ,p 27 ® ALLOVVABLE BEDDING CLASSES PIPE MATERIAL STORM SEWER SANITARY SEWER 0.099 Iron HOPE HOPE PIPE Affg4° 12 45 13 30 POLYPROPYLENE PIPE ai= 12 24' 15 25' 18 20. 4) sums 010WADOT NOINS 3010.103 STANDARD ROAD PLAN SW -103 A...Mx... k5.5. "Ezi=vpar Install pipe I se 2 inches in dia 1:(rtienegnline ir; 12 innchessor lerss. 0 Comply with Figure 3010.101. ® a i tenor surfa. of footings K. ch utility cl.r zone free of P of 0 OD = Outside pipe diameter SUDAS 3010901 SUDAS Standard Specifications SEINER PIPE SUPPORT OVER EXISTING UTILITY LINE cc a. w 2 w co 1— E as — o .2cr 0 0 Or' 2 2N; in I— (t) 00 .z 0 —1 Details- Pipe Bedding sheet C9.1 TYPICAL INSTALLATION 4), SUMS GIOWADOT FIGURE 5010.102 STANDARD ROAD PLAN WM.11:12 TRACER SYSTEM usei;',theil-r7rIeCr'ehr7,:raa4Vsernbi, TYPICAL PLAN An or Tee ALTERNATE PLAN SUDAS IOWADOT WM-201 FIGURE 5020.201 STAND!. ROAD PLAN FIRE HYDRANT ASSEMBLY D. MINIMUM BEARING SURFACE 22f e 17 81 11 18 27 50 83 111 15 21 28 78 DEAD ENDS CHANGES IN PIPE DEPTH EL N SECTION A -A DEAD ENDS ALTERNATE METHOD, PLAN SECTION 6-8 ck sums HRH S011101 Gomnrauxrr STANDAPIROADPLAPI WM- 01 2,1E2,12,2 THRUST BLOCKS Page 294 of 383 sheet 010.0 3 0 0 Water Service Wa er Service SFnTioN Finish Grad M.H. STEPS DN 16' CENTERS FULL DEPTH ❑F STRUCTURE 36"X36" ALUMINUM HINGED ACCESS FRAME AND COVER WITH FLUSH LOCKING DEVICE, SKID PROOF EXTERIOR, 300 PSF RATING, HALLIDAY MODEL S1R366 OR APPROVED EQUAL Water Service 12" x 12" x 6" DEEP SUMP FLANGED 8" DIA. D.I.P. REQUIRED TO MATCH METER Water Service SECTION MUELLER A2360-20 NE E, TYLER 3PIECE TYPED VALVREILIEE BOT WEDGATE X AND LID, COMPLETVALVE PI AN VIEW at SUDAS 5010.901 SHEE' 1 N 1 SUDAS Standard Specifications MINIMUM CLEARANCE BETWEEN WATER SERVICE AND STRUCTURE TO LOST WORLDS AMUSEMENT PARK FROM WATER MAIN SOUTH SIDE SHAULIS ROAD "A—LOCK" WATER TIGHT CONNECTION REQUIRED AT ALL LOCATIONS WHERE PIPE ENTERS/EXITS STRUCTURE 6'-0" INSIDE DIAMETER PRECAST CONCRETE FIRE LINE METER PIT BARREL SECTION 8" DIA. SENSUS OMNI T2 METER SSEMBLY, PROVIDED BY WATERLOO WATER WORKS AND INSTALLED BY CONTRACTOR. VERIFY LAY LENGTH PLAN VIEW WATER METER MH 6"X6" X 8' LONG TREATED TIMBER POST (REMOTE METER POST) ALUMINUM HINGED ACCESS FRAME AND COVER WITH FLUSH LOCKING DEVICE, SKID PROOF EXTERIOR, 300 PSF RATING, HALLIDAY MODEL S1R3636 OR APPROVED EQUAL MUELLER A2360-0 REILIENT WEDGE GATE VALVE, TYLER 3PIECE TYPED VALVE BOX AND LID, COMPLETE DIA. PVC CONDUIT TO REMOTE METER POST INSIDE DIAMETER PRECAST CONCRETE FIRE LINE METER PIT BARREL SECTION DA. FnOMNI T2 METER 24 FLGLG LAY LENGTH WATER—TIGHT ELASTOMERIC GASKET INSTALL LEVEL (VERIFY LAY LENGTH) TO LOST WORLDS AMUSEMENT PARK h (—FLOW 8" MIN. THICKNESS CLASS 2 CRUSHED STONE CONCRETE FILLET, SLOPE TO FLOOR SUMP AT 2% FLOW d FROM WATER MAIN SOUTH SIDE SHAULIS ROAD o•o•o o �.o• o°o o° o.o°o o, o°o o• .��•o .voaoo.,�•ao•o.,�•°,o�•°,o —120"C 12" CAST IN PLACE CCRETE SUPPORTS LOCATE UNDER 6" WAONTER MAIN FOR FULL SUPPORT PRECAST BASE SECTION— CC ECTION MYM Cw � ca � C J O O c V 2 i N i as sheet C10.1 WATER METER MH Page 295 of 383 SANITARY SEWER SERVICE STUB 10' to 12' O2 Service Line Slope: 4 inch: 2%toy 6 inch and greater 1% to 5% ® If service riser slope is steeper than t'I, construct riser o line wish schedule 40 PVC (ASTM D f Pf or duu''ile iron Ci 61 Class 62). Use sTgle length of pipe for user, if po. SANITARY SEWER SERVICE STUB WITH RISER re SUDAS IOWADOT t +a FIGURE 4010.101 STANDARD ROADPlAN SW -201 SHEE?2 cf 2 eiars.ws. �F�sa rora u'^'3xsuaysrosoz anaaEE SANITARY SEWER SERVICE STUB ® Standard duty casing complying wish AASHTO M sit Mark I[d with "Sanitary" or "Sanitary C.O." O3 6 inch PVC Service Pipe Threaded PVC cap or iron body ferrule with trrass screw plug CLEANOUT CASTING ° } SUDAS OIOWADOT J + s PIM 4010.203 STANDARD ROAD PUN SW -203 SHEET, oft SANITARY SEWER CLEANOUT Lowest Flowline Hsl oc•oio9 aanni] For additional configura5ons, maintain a minimum of 12 inches t mncrete between vefical edges of pipe openings. TYPICAL SECTION Manhole Diameter Maximum Pipe Diameter ® {inches) for 2 Pipes Ai ", SO° Separation 90° ration 48 18 36 4 2 2 48 60 2 }SUDAS QIOWADOTI�n,9 FIGUP.E 6010,301 STANDARD ROAD. SW -301 �tivous cu..v t..e�v'w.-gyres.. SHE�Ic!t CIRCULAR SANITARY SEWER MANHOLE VW� cc 2 I a w Nw 2 S In l— c co O UJ O O O 7 - Details- Sanitary Sewer Page 296 of 383 sheet sheet C71.0 ",/,- SW -691 CasSn9, !4.1.3b7,412 °` NPICAL SECTION PLAN 0 Fl PiPe connections, provide cored opening flexthle pjpe 0 F5,1- .1:99 PP. ,connectons, provide an arch With a V/Aririt_Plll, rrit?e,,ISZVrPret.nNITO=T:rp:g1'1Pd0P= ° FL:rde==nesci;:iatai""11,TZ."12'thes" Dmoirich2te°:7 seATialIt°27r'' 45 1 a 50 36 24 72 48 35 96 I 60 42 4) MIDAS FIGURE MOMS ANDARD ROAD KAN SVV-303 OSzsgs,,,s., 2, • Ersysnr.— • r ,..._ AtrdPPAIIIIIIIIe 'm mr4rAim.1"- Adj..ment Ri,g5 rstga,ss, Me- --- CHIMNEY SEALS FOR 3 -PIECE CAS11NGS ..,,,,,,,,,-,E, )! ,,kiiii_...i- =0V4 ,_ (17.Z=7" s'" , — • , - 11.1111, ,..4 1•‘...s t i, Adm,,,,M R ,/-rgn Me, VA, 1 \_ ,,,, L'EF,,Von. ''' ' - • 4> SUMS Golownocrr FIGURE 6010.306 STANDARD ROADPIAN SW -306 ....,,,, . _ m...,, TI EXTERNAL SEAL INTERNAL SEAL CHIMNEY SEALS FOR SANITARY SEWER MANHOLES P ye At of 383 EigiFecrtV'P'==a'irQrjrXfsoral=rron cA) sumsWADOT SW -307 FIGURE 6018.307 STANDARD ROAD NM ZiRi MeY°5" "=FTL E TYPE A TYPE C 2C, min. NPICAL SECTION wpE Eng CaSt,g TYPE D PLAN 2, min. TYPECAL SECTION Cover Not.: 9, 3 9 b Secure .99, w 9 ReenZVoit 7g=t7gf 7,4the SUDAS Gftwarior FIGURE M110.01 STANDAPG ROAD RAN SI 3 oa2,-,s SVV-601 .1.T CC 2 w cn co c_j cn c's o 0 0 g vi c U) CD W 0 0 CD J sheet C 1 1 . 1 TYPE PG1 CONCRE, COLLAR CONNECTION Pa'iTn7"g TYPE PC -2 CONCRETE COLLAR CONNECTION PIPE JOINT WRAPPING PIPE TO PIPE CONNECTION CONCRETE COLLAR FOR PIPES 12" AND SMALLER CONCRETE COLLAR FOR PIPES GREATER THAN 12'. PIPE TO STRUCTURE CONNECTION ® wire rnesh a min" af ®=ies=6.:twee„ of the gige and the wall structure is 2 inch ()zrzzobth.7„=.77„Tes. SUDAS GKI1NADOT ROUE 4020.211 STANDARD ROAD PLAN 2 1 84-17-13 SW -211 21E,, 311 Ez5t1r1=1,2-=,-- 1.0 • STORM SEINER PIPE CONNECTIONS TYP CAL SECTION REINFORCING BAR LIST Mark Size Length Count 12" 4f1 4 4 2 15" 2-10 X" 4f1 4. 3," 2 18" 4f1 4f2 4 24" 4f1 4f2 4 30" 4f1 4 4 4 4 4f1 4 4 4 3," 42" 4f1 4 4 3,8" 48. 1-*4-VicA :Lk ELEVATION Mark Size Length Count 48" T-10" 4f1 4 4 54. 4f1 4f2 60" 4f1 66" 8'-11" 4f1 4 72" 4f1 4f2 78" 10' 7" 4f1 4f2 , „ 44ff21 10-9" 3," SUDAS 4030.221 88864 3, SUDAS Standard Specifications RCP APRON SECTION FOOTING C SECTION A -A TONGUE E DETAIL SECTION A -A GROOVE END DETAIL TYPE 1 APRONS DRAM. SLOPE A 12" 2.41 4" 15" 2.41 1, 211 2, 2.31 2.41 2, e-igi • 2," 30" 42" 2.51 1, 2.51 15" 66 1.70 301 1.6.1 247 3'47 T-5 78" 1.81 36" ',TYPE 1 ANECOvEN APRO TYPE 2 APRONS D SLOPE A B IcRINIMUME 1, 2.40 15" 24:1 18" 2.21 21" 24" 27- 24:1 251 25.1 3, 251 38" 25, 42" 2.51 F. 2,31 2-12' 6, 2, • 3, 66 :Lai 2," 66. 1.7:1 30" 72" 141 24" 5-5 T-5 6, SIDE VIEW nd.t7, led r-i:ItherogliZtd,i,„ ® lerdMritledde;'=i5s.ed— G- 7 J .5.577,0.55 SUDAS 4030122 STIEET 1 SUDAS Standard Specifications CIRCULAR CONCRETE APRONS JO ,133Hq nneov Intermediate Cross Bar(sP Hinged Conne.ons PLAN PROFILE FRONT BAR 52ES EN 1 WO 2,8, 30, 46' 54 oo" BOLT LENGTH Y P PE WALL 11-IICKNESS Eip,diFdrdedd.'61:7==ptierZi,`,',.. 'i'olltdgri=iat:.5.5stre SUDAS 4030.224 SNEET 1 61 1 SUDAS Standard Specifications CONCRETE PIPE APRON GUARD ',age 2913 ot .38.3 cc w 2 cn Fa. c o f.o cc ) 0 gs 2 cn w 00 .F2 —J Details- Storm Sewer sheet C 1 2.0 Bad< of Curb Uatdtstootll,P, rtawidths SUDAS Golowitocrr SVV•508 PURE 60.3 STANDARD ROAD PLAN .2 2 sl"t-771:RriL;(uRB 0 12 in. minimum wall height above all pipes. g,Icocpuemoef„lts.5% or as spec., ed in the conthact TYPICAL SECTION REINFORCING BAR LIST Count Length Mark Size I Location I Shape 40 4 Tap Spadng See Insert 4t2 4 Top 4 I 4t3 Top Base 4b2 Base 4i1 4 Insert Walls 4w2 4 Walls 4 4 VVa. 4w1 T-10" - 160 16 Wall Height minus 4. - Varies I 4," 12" - Varies I 4," 12" MAXIMUM PIPE DIAMETERS sP„.7,:site Cast -in-place re 30" 36" SUDAS eilowimoT SW -508 FIGURE 6010508 STANDAPOROADPIAN SINGLE OPEN -THROAT CURB INTAKE, LARGE BOX Page 2. of 383 Mkt at; MEN. .--- Bank 1111-,-*ESSINMEM VVall VAdth PLAN Top Elevation S -602 Type G Casting g. Inlet nforing Zs a Fro:Flee° nbg's ba=n'tfttn: :Peadfie r7 ithretn tract 'c=cgeu=slonuTZt= ft Ytbrrctsa racir. u"n PIPe th 16-thiCh riog ,cria,thetbianZ ?rr.11:,t1reLICt0=rT: walls and to ® ,?,,,:ecti:dinsliedteeslevation on open sides. Grade to top elevation ° =-71,Paii:Vree=nbgets'ier7cnaly'etfrilli-rolL9Zh'prindsjtaanirrilS. additional 15 -inch it4 bar in pier. ;rEtfeere':,`;:ler.de,,te7,rte,,vrjr1r1,,YArIc7„g vering'tg,741' pier. Install one additional 15 -inch t,.4 bar in pier. 0 Wal, widths v.,' with PiPe diameter. Provide 8 inches of well width (rninimurih' each sideugoPilaPIrvc)vgnigi2',Zrileri ® rr:dcat:t=cTignd the outer edge o 0 Install ibur "...ph... at an PiPe °Pen.' ® 12" minimum wall height aheve all PiPes. sun. enrauxyr FIGURI6010.513 STANDARD ROAD PLAN SW -513 2ET f. 1,2 4.12I 12. OPEN,SIDED AREA INTAKE TYPICAL SECTION PLAN ®7irciaZrnt o i„c'ties of con aintain a between ges of PIP. aPenInga. 01prpi:cahp:rliiinnirgnsum nser height above ail P settagg:,-, seigCon 48 24 18 60 36 24 - 72 42 30 36 60 42 SUDAS rinoviumcrr . MU 6010.401 STANDAPS, ROAD PLAN SW -401 CIRCULAR STHO.RLP: SEWER TYIE P,AN TYPICAL SECTION TYPE F ,NorN PbNN TYPICAL SECTION t=t=orptrypvg------- sus GIOINADOT FIGURE 6010.602 STANDARD ROAD NAN SW -602 TYPE G PLAN 251/2" mIn 261/2" min. TYPICAL SECTION stn. Glom= FiGua 6010.602 STANDARD ROAD PLAN SW -602 sToR=1:,°Nic,LE. Page 300 of 383 Details- Storm Sewer sheet C 1 2.2 4" HMA, 3MESAL, PAVEMENT 1/2" MIX, 2" COMPACTED THICKNESS SURFACE COURSE OVER 1/2" MIX, 2" COMPACTED THICKNESS BASE COURSE �IIIIII, II TOP OF MODIFIED SUBBASE IS 6" BELOW FINAL GRADE 12" COMPACTED THICKNESS OF MODIFIED SUBBASE MEETING IOWA DOT SPECIFICATION 2115 AND GRADATION N0. 14. SCARIFY AND RE—COMPACT TOP 8" OF INSITU SOILS AND FILL MATERIAL AND DISTURBED EARTH SHALL BE COMPACTED TO 98% STD PROCTOR DENSITY 6" COMPACTED THICKNESS OF MODIFIED SUBBASE MEETING IOWA DOT SPECIFICATION 2115 AND GRADATION N0. 14. SCARIFY AND RE—COMPACT TOP 8" OF NS, SOILS AND FILL MATERIAL AND DISTURBED EARTH SHALL BE COMPACTED TO 98% STD PROCTOR DENSITY TYPICAL SECTION REGULAR DUTY PAVING SCALE: NONE TYPICAL SECTION STRAIGHT TRUCK ACCESS ROADS SCALE: NONE THIS SECTION SHALL BE USED FOR JOB TRAILER AND STAGING AREAS ALSO. 5.5" HMA, 3MESAL, PAVEMENT 1/2" MIX, 2" COMPACTED THICKNESS SURFACE COURSE OVER 3/4" MIX, 3.5" COMPACTED THICKNESS BASE COURSE BOTTOM OF MODIFIED SUBBASE IS 13.5" BELOW FINAL GRADE 18" COMPACTED THICKNESS OF MODIFIED SUBBASE MEETING IOWA DOT SPECIFICATION 2115 AND GRADATION N0. 14. SCARIFY AND RE—COMPACT TOP 8" OF INSITU SOILS AND FILL MATERIAL AND DISTURBED EARTH SHALL BE COMPACTED TO 98% STD PROCTOR DENSITY III=IIIIII-11 ' TYPICAL SECTION SEMI TRUCK ACCESS ROADS SCALE: NONE 8" COMPACTED THICKNESS OF MODIFIED SUBBASE MEETING IOWA DOT SPECIFICATION 2115 AND GRADATION N0. 14. SCARIFY AND RE—COMPACT TOP 8" OF NS, SOILS AND FILL MATERIAL AND DISTURBED EARTH SHALL BE COMPACTED TO 98% STD PROCTOR DENSITY TOP OF MODIFIED SUBBASE IS 4" BELOW FINAL GRADE �IIIIII II TYPICAL SECTION HEAVY DUTY PAVING SCALE: NONE 12" COMPACTED THICKNESS OF MODIFIED SUBBASE MEETING IOWA DOT SPECIFICATION 2115 AND GRADATION N0. 14. SCARIFY AND RE—COMPACT TOP 8" OF INSITU SOILS AND FILL MATERIAL AND DISTURBED EARTH SHALL BE COMPACTED TO 98% STD PROCTOR DENSITY TYPICAL SECTION WORKER PARKING AREA SCALE: NONE 5" CONCRETE PAVEMENT IDOT PORTLAND CEMENT CONCRETE CLASS C: III—ISI, III— SCARIFY AND RE—COMPACT TOP 8" OF INSITU SOILS AND FILL MATERIAL AND DISTURBED EARTH SHALL BE COMPACTED TO 98% STD PROCTOR DENSITY 1111111111 1111 111111%%111111N TYPICAL SECTION SIDEWALK SCALE: NONE Page 301 of 383 IDOT CLASS C PCC CONCRETE (THICKNESS MATCHES ADJOINING PAVEMENT) COMPACTED MODIFIED SUBBASE (THICKNESS MATCHES ADJOINING SUBBASE) —SCARIFY AND RE—COMPACT TOP 8" OF INSITU SOILS AND FILL MATERIAL AND DISTURBED EARTH SHALL BE COMPACTED TO 98% STD PROCTOR DENSITY TYPICAL SECTION: CURB AND GUTTER SCALE: NONE sheet C13.0 Iowa Department of Natural Resources Wastewater Section Construction Permit Application Sewage Treatment Agreement INSTRUCTIONS This agreement must be executed for all projects where construction and sewage treatment will be provided by different parties; i.e., a private subdivision connecting to a municipal system. This agreement must be executed by the parties who are owners at the time the permit is issued, regardless of whether title to the proposed construction project will be transferred after completion of the project. This agreement is not necessary when a contract for sewage treatment already exists; i.e., service contracts between municipalities. However, the Department of Natural Resources must be informed in writing that the contractual agreement does exist. APPLICANT Owner: Lost Island Real Estate, LC ENGINEER Firm: Wayne Claassen Engineering and Surveying Address: 2225 E. Shaulis Rd., Waterloo, IA 50701 Address: 2705 University Ave. Waterloo, IA 50701-0898 Representative: Eric Bertch Project Officer: William J. Claassen Phone Number: 319-290-7588 Phone Number: 319-235-6294 Project Identification: Lost Worlds Theme Park, Waterloo, Iowa Owner and System Receiving Wastes: CITY OF WATERLOO, IOWA CERTIFICATION I am the authorized representative of the owner identified above and state that the proposed sanitary sewage facilities shall be constructed in accordance with the plans and specifications and all wastes contributed by this project shall be discharged to the treatment system identifiedbo e., Signature Title: Eric Bertch, Registered Agent Date AGREEMENT TO PROVIDE SEWAGE TREATMENT I am the authorized representative of the owner of the system identified above and state that the connection of the proposed sanitary sewage facilities identified above is approved by the owner, and that the owner accepts responsibility for providing adequate treatment of all wastes contributed by this project, in accordance with the provisions of Chapter 4556, Code of Iowa, and the rules of the Department of Natural Resources. This agreement shall not be construed in any way to affect any local ordinances, sewer service agreements, or fee systems entered into between the parties. Name: Quentin M. Hart Signature Title: Mayor Date Phone: 319-291-4301 9/2018 cmc aYen3tY226-1, Ai • • CITY OF WATERLOO Council Communication Resolution approving a Professional S ervic es Agreement with AEC O M Technical S ervic es, Inc ., o f Waterloo, Iowa, in an amount not to exceed $79,500, in conjunction with the 2019 Structural Repairs to Fletcher Avenue and San Maman Drive, and authorize the Mayor to execute said document. City Council Meeting: 8/12/2019 Prepared: 8/7/2019 REVIEWERS: Department Reviewer Action Date 1, m imam ee i . Knutson., utson, Jamie Approvc 8/7/2019 ...... 10-53 M Clerk Office Even., I e. .nn. Approved 8/7/201.9 ...... H.:02 AM ATTACHMENTS: Description Type ,.W OMPS 1. t -her .Ave and SSanMdl fcltfl Cover Me- o A.............. 7 SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Resolution approving a Professional Services Agreement with AEC OM Technical Services, Inc., of Waterloo, Iowa, in an amount not to exceed $79,500, in conjunction with the 2019 Structural Repairs to Fletcher Avenue and San Maman Drive, and authorize the Mayor to execute said document. Submitted By: Wayne Castle, P L S , PE, Associate Engineer The project consists of repairs to three structures in the City of Waterloo: • Fletcher Avenue Flood Gates • Fletcher Avenue Bridge Repairs and Railing Replacement • Box Culvert Repair, Dry Run Creek under San Maman Drive $79,500.00 Road Use Tax Page 303 of 383 AECOM AECOM 319-232-6531 tel 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo, Iowa 50703 www.aecom.com CITY OF WATERLOO 2019 VARIOUS STRUCTURAL REPAIRS FLETCHER AVENUE AND SAN MARNAN DRIVE 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 304 of 383 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 ATS's Page 305 of 383 AECOM Page 3 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 306 of 383 AECOM 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 to the Page 307 of 383 AECOM Page 5 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 308 of 383 AECOM (b) This Agreement shall be governed by the laws of the State of Iowa. Page 6 (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: Printed Name: Quentin Hart Printed Name: Douglas W. Schindel, P.E Title: Mayor Title: Associate Vice President Date: Date: August 7, 2019 Page 309 of 383 CITY OF WATERLOO, IOWA 2019 VARIOUS STRUCTURAL REPAIRS FLETCHER AVENUE AND SAN MARNAN DRIVE EXHIBIT A A. PROJECT DESCRIPTION The project consists of repairs to three structures in the City of Waterloo: • • • Fletcher Avenue Flood Gates Fletcher Avenue Bridge Repairs and Railing Replacement Box Culvert Repair, Dry Run Creek under San Marnan Drive These projects include design for the repairs to the concrete surfaces and structures, and maintenance items as necessary. B. SCOPE OF SERVICES The Scope of Services for Phase I Design Services will encompass and include detailed work, services, materials, equipment, personnel and supplies necessary to provide data collection, field review, final plan development and project administration. The Scope of Services for Phase I Design Services is further defined as follows: Phase 1- Design Services Fletcher Avenue Flood Gates and Bridge Repairs and Railing Replacement Tasks 1 - 4. These tasks include a review of the as-builts for the flood gate and development of plans and specifications for repairs to the hinged flood gate on the west side of the north wall. Other maintenance items or repairs discovered during design will be included in the repair plans. This task also includes coordination with the Corps of Engineers as needed for work on the flood control system. The following identifies tasks leading to the completion of the Fletcher Avenue flood gate design development: Task 1 - Data Collection Task 2 - Field Review Task 3 - Plan Development and Structural Details Task 4 - Agency Coordination Tasks 5 - 7. These tasks include design of a bridge repairs and bridge railing replacement for the existing Fletcher Avenue Bridge over Black Hawk Creek. The most recent bridge inspection and the city's sounding of the bridge deck indicated many deficiencies in the deck. The existing railing has deteriorated extensively, and the City plans to reconstruct the railing using current design standards. The following identifies tasks leading to the completion of the Fletcher Avenue Bridge Repair project: Task 5 - Data Collection Task 6 - Field Review Task 7 — Preliminary Plan Development and Structural Details Page 310 of 383 San Marnan Box Culvert Repairs Tasks 8 - 12. The existing structure is a Twin 8' x 8' RCB, which has concrete spalling and exposed rebar in the wingwalls and headwall, erosion around the downstream outlet, scour and standing water upstream of the culvert. The existing culvert extends only a few feet beyond the curb of San Marnan Drive, necessitating the use of guardrail along the roadway. The City desires to repair the damaged areas and is considering extending the culvert to eliminate the need for guardrail along the roadway. ATS will develop conceptual designs for the repairs and extensions, and develop the plans into a format suitable for a City of Waterloo letting. These tasks include a review of the as-builts for the existing box culvert, topographical survey, preliminary design and final design. Other maintenance items or repairs discovered during design will be included in the repair plans. The following identifies tasks leading to the completion of the San Marnan Drive RCB repair design development: Task 8 - Data Collection and Topographical Survey Task 9 - Field Review Task 10 - Conceptual Design Task 11 - Site Plans Task 12 - Structural Details and Plans Final Plan Development Tasks 13 - 23. These tasks will include work necessary to complete the final plans and specifications for the identified repairs at all three locations. These tasks will include completion of final design, project plans and specifications, and the printing of the documents suitable for a City of Waterloo letting. Two sets of construction documents are anticipated, one for the Fletcher Avenue Bridge repairs and one for the San Marnan Drive culvert repairs. The following specific tasks lead to the completion of the final plans and specifications: Task 13 - Title and Legend Sheets Task 14 - Typical Sections and Details Task 15 - Bid Items and General Notes, Tabulations and Quantities Task 16 - Plan Sheets Task 17 — Detail Sheets Task 18 - Traffic Control Sheets Task 19 - Final Structural Details Task 20 - Quality Control Review and Final Revisions Task 21 - Construction Cost Estimate Task 22 - Specifications Task 23 - Printing and Submittals Project Administration and Meetings Tasks 24 - 26. These tasks include project administration, coordination, and meetings throughout the project development. These tasks also include pre -letting activities and general project administration. The following identifies tasks leading to the completion of project administration, meetings and coordination during the design phase of the project: Task 24 - Project Meetings Task 25 - Pre -Letting Activities Task 26 - Project Administration Page 311 of 383 Phase 11- Construction -Related Services The scope of construction -related services will be determined at the time the services are needed and defined under a future amendment to this agreement. Construction -related services include construction staking, on-site field review, materials testing and contract administration during construction. O:\Administration\AGREE\PROF\WAT 2019 Various Structural Repairs.doc Page 312 of 383 CITY OF WATERLOO Council Communication Resolution approving submission of an application, in the amount of $400,000, to the State Revolving Fund Water Resource Restoration Sponsored project, in conjunction with the FY 2020 Sanitary S ewer Gatewell Repairs, Contract No. 951. City Council Meeting: 8/12/2019 Prepared: 8/7/2019 REVIEWERS: Department Reviewer Action Date , m ineerm . .K utson, Jamie Approvc 8/7/2019 ...... 1 1 :0SMI( Clerk Office ven, I. eAnn Approved 8/7/2019 11:43 AM ATTACHMENTS: Description Type 0 ...e so ntion. SI 17 ats r.1- SOUrec rcstoratia f.. Cover e- .n..o SUBJECT: Resolution approving submission of an application, in the amount of $400,000, to the State Revolving Fund Water Resource R e s to ratio n Sponsored project, in conjunction with the FY 2020 Sanitary Sewer Gatewell Repairs, Contract No. 951. Submitted by: Submitted By: Wayne Castle, PLS, PE, Associate Engineer Summary Statement: The Iowa DNR's Clean Water Statewide Revolving Fund (CWSRF) has established a secondary program that allows utilities to fund water resource restoration sponsored projects (sponsored projects). With a normal CWSRF loan, the utility borrows principal and repays principal plus interest and fees. On a CWSRF loan with an approved sponsored project, the utility borrows principal for the main project and a portion of the interest and fees to be paid is then made available to the utility for use in funding a project that improves water quality. Funding is available at a maximum of $100,000 per $1 million dollars borrowed. The sponsored projects are generally storm water based and require a separate application. Funding for sponsored projects is limited. Page 313 of 383 RESOLUTION NO. A RESOLUTION APPROVING SUBMISSION OF AN APPLICATION FOR THE SRF WATER RESOURCE RESTORATION SPONSORED PROJECTS PROGRAM WHEREAS, the City of Waterloo, Iowa, is currently implementing a project for the construction of Sanitary Gatewell Repairs at a cost of approximately, $4,000,000; WHEREAS, Iowa law allows sewer utility revenues to finance a category of projects, called Water Resource Restoration Sponsored Projects; WHEREAS, said project is eligible for about 10% of the SRF loan amount under the State of Iowa's SRF Water Resource Restoration Sponsored Projects program sponsored by the Iowa Department of Natural Resources; WHEREAS, said loan program would lower the cost of the project for the City of Waterloo approximately $400,000 for future locally directed, watershed -based projects to address water quality problems; NOW, THEREFORE, BE IT RESOLVED by the Council of the City of Waterloo, Iowa, to approve the City's Application for the SRF Water Resource Restoration Sponsored Projects program; AND IT IS FURTHER RESOLVED that the Mayor and City Clerk are authorized and directed to take all necessary administrative actions to implement this resolution. PASSES AND APPROVED this day of August, 2019. Mayor —Quentin Hart Attest: City Clerk — Kelley Felchle Page 314 of 383 CITY OF WATERLOO Council Communication Resolution amending an Encroachment Agreement with Farmers State Bank, f/k/a Liberty Bank, F. S .B., dated December 5, 2011, to make changes to an existing 12 foot 10 inch x 18 foot monument sign in the City right- of-way, in the median of Nikki Street, north of 131 Tower Park Drive, and authorize the Mayor and City Clerk to execute said document. City Council Meeting: 8/12/2019 Prepared: 8/6/2019 REVIEWERS: Department P fann.i. g & " ning Clerk Office ATTACHMENTS: Description Overview M air CI Aerial. o Staff Report CI Pictures v v, o Application ▪ E':xistir.1P cro ch.r mem ▪ Amende 4 SF 1. ,ncroachr Reviewer „Agree Tier t ent„�cc,lemmt SUBJECT: Submitted by: Recommended Action: Action A pip.: ovec�:l. A ppr cvcc,.l. Type Cover :..__.. Cover Ci over Cover __eJNa . Cover F ackii aterial. M aterial Date 8/6/20 19 ,,,,,,, 11:1'l„ M /6/20 1 9 ,,,,,,, 1 1: 15 AM Resolution amending an Encroachment Agreement with Farmers State Bank, f/k/a Liberty Bank, F. S .B., dated December 5, 2011, to make changes to an existing 12 foot 10 inch x 18 foot monument sign in the City right-of-way, in the median of Nikki Street, north of 131 Tower Park Drive, and authorize the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director Approval The applicant is proposing to remove the existing 12' 10” x 18' monument sign and replace it with a new 17' 3" X 9 5" monument sign with electronic messaging on a new 10' base with a total height of 19' 5", the proposed sign will be 6' 7" taller than the existing sign. The request would not appear to have a negative impact on traffic or pedestrian conditions in the area as the sign would not impede visibility of traffic along San M arnan Drive or for traffic entering onto San M arnan from Nikki Street. There are no sidewalks located within this area. The sign will be placed approximately 70' from the southern edge of San Mannan Drive allowing for ample sight visibility for those traveling along San Mannan east bound or for traffic entering onto San Mannan from Nikki Street. The sign has been in place since October of 2011, and staff has not Page 315 of 383 Summary Statement: Expenditure Required: Source of Funds: Policy Issue: received any complaints relating to issues with visibility, therefore, staff feels that increasing the height to 19' 5" will not create any issues with visibility. Therefore, staff recommends that the request to amend the encroachment agreement to allow for the construction of a new 17' 3" X 9 5" monument sign with electronic messaging on a new 10' base with a total height of 19' 5", for the following reasons. 1. The request would not appear to have a negative impact on the traffic conditions in the area. 2. And subject to: A signed and executed Encroachment Agreement that enables the City of Waterloo to terminate the agreement and right to remove sign in the event the area is needed for street or utility purposes. Please see the attached Encroachment Agreement signed by the applicant. The Planning and Zoning Commission unanimously approved the encroachment agreement amendment request at a special meeting on July 23, 2019. None N/A Strategy 1.3: Implement a comprehensive business retention and exp ans io n program. Parcel 1: That part of Tract A, Tower Park, Waterloo, Black Hawk County, Iowa, described as follows: Commencing at the Northwest corner of Northeast Quarter of the Northeast Quarter (NE1/4 NE1/4) of Section Nine (9), Township Eighty-eight (88) North, Range Thirteen (13) West of the 5th P.M., Black Hawk County, Iowa; thence South 00 degrees 26 minutes 14 seconds East, along the West line of said Northeast Quarter of the Northeast Quarter, 63.43 feet to the South right-of-way line of West San Mannan Drive; thence South 89 degrees 03 minutes 48 seconds East, along said South right-of-way line, 1,207.00 feet to the West right- of-way line of Kimball Avenue; thence South 18 degrees 02 minutes 49 seconds East, along said West right-of-way line, 159.44 feet; thence South 00 degrees 28 minutes 22 seconds East, along said West right-of-way line, 154.27 feet; thence North 89 degrees 31 minutes 38 seconds East, along said West right-of-way line, 10.00 feet; thence South 00 degrees 28 minutes 22 seconds East, along said West right-of-way line, 29.20 feet; thence South 89 degrees 33 minutes 46 seconds West, 60.00 feet; thence Northwesterly along a curve concave Northeasterly, having a radius of 284.80 feet, a distance of 123.88 feet; thence South 00 degrees 26 minutes Page 316 of 383 Legal Descriptions: 14 seconds East, 176.52 feet; thence South 89 degrees 33 minutes 46 seconds West, 60.00 feet; thence South 41 degrees 49 minutes 27 seconds West 423.78 feet to the point of beginning; thence North 45 degrees 26 minutes 14 seconds West, 324 feet; thence North 00 degrees 26 minutes 14 seconds West, 90.51 feet; thence North 45 degrees 26 minutes 14 seconds West, 52.00 feet; thence Westerly along a curve concave Southerly, having a radius of 64.00 feet, a distance of 100.53 feet; thence North 45 degrees 26 minutes 14 seconds West, 161.00 feet; thence Northeasterly along a nontangent curve concave Southeasterly, having a radius of 665.00 feet and a long chord bearing North 67 degrees 03 minutes 47 seconds East, a distance of 522.29 feet; thence South 00 degrees 26 minutes 14 seconds East, 374.75 feet; thence North 89 degrees 31 minutes 19 seconds East, 24.75 feet; thence South 00 degrees 28 minutes 41 seconds East, 24.20 feet; thence South 89 degrees 31 minutes 19 seconds West, 24.77 feet; thence South 00 degrees 26 minutes 14 seconds East, 266.05 feet to the point of beginning. Parcel 2: A parcel of land located in the Northeast Quarter of the Northeast Quarter (NE1/4 NE1/4) of Section Nine (9), Township Eighty-eight (88) North, Range Thirteen (13) West of the Fifth Principal Meridian and part of Tract A, Tower Park, Waterloo, Black Hawk County, Iowa, described as follows: Beginning at the most Southerly comer of said Tract A; thence North 00 degrees 26 minutes 14 seconds West a distance of 266.05 feet; thence North 89 degrees 31 minutes 19 seconds East a distance of 24.77 feet; thence North 00 degrees 28 minutes 41 seconds West a distance of 24.20 feet; thence South 89 degrees 31 minutes 19 seconds West a distance of 24.75 feet; thence North 00 degrees 26 minutes 14 seconds West a distance of 374.75 feet to the Southerly right- of-way line of Tower Park Drive; thence Easterly on said Southerly right- o f -way on a non -tangent curve concave Southerly having a radius of 665.00 feet and a long chord bearing South 87 degrees 25 minutes 22 seconds East a distance of 69.97 feet; thence Southeasterly on a curve concave Southwesterly having a radius of 263.72 feet and long chord bearing South 62 degrees 12 minutes 15 seconds East a distance of 204.40 feet; thence Southeasterly on a curve concave Northeasterly having a radius of 284.80 feet and long chord bearing South 52 degrees 45 minutes 27 seconds East a distance of 126.83 feet; thence Southeasterly on a curve concave Northeasterly having a radius of 284.80 feet and long chord bearing South 67 degrees 58 minutes 45 seconds East a distance of 24.50 feet; thence South 19 degrees 33 minutes 24 seconds West a distance of 51.57 feet; Page 317 of 383 thence South 00 degrees 26 minutes 14 seconds East a distance of 150.31 feet; thence South 50 degrees 42 minutes 06 seconds West a distance of 449.48 feet to the point of beginning. Note: The West line of the Northeast Quarter of the Northeast Quarter of Section 9, Township 88 North, Range 13 West of the 5th P.M., Black Hawk County, Iowa, is assumed to bear South 00 degrees 26 minutes 14 seconds East. Black Hawk County, Iowa Note: Parcel designations are for convenience of reference only and do not constitute an Integral part of the legal description; Page 318 of 383 City of Waterloo City Council August 12, 2019 A R4 A n ER DR 7 Q 0 c y -v Q ROSEHILL=TER CRESTVIEW AV MEADOW LN - HILLTOP RD ,,, GLENCOEAVE�, \--..„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„„..„„„„„„„„„„„„„„„ �NNH/9%W� A-1 r —II DRAIRIE MEADOW CT munnuj WENDY RD OLYMPIC DR J NANCY RD LYNDA RD m 0 �-- 0 R-4 W crw v nn R-3 Q Q S-1 'IDSDS SQ co i SQIGEMO_ ..AVE %ice e- -13 -PC') / -17 - SARA r0_ 0 LLi Lu 0 0 w 0 R-2 0 Q R-4, R- P 0 R _ ,> TOWER PARK DR C -P 0111111111111111. r mC-1 R-4 0 W SAN MARNAN C -2,C -Z 1.11111111111111111 Lu 0 R-2 SDS PL Q R-3 ,, c/) - HBROOKE DR O C-1 „„i) ""-—'""—”" '"--"""E .TOWER PARK DR --"J ANDERSON DR C-2 R-4 , C -Z R-3 0DR� z �.....m� �w .,,vim E SAN,_.„MARNAN DR: 111111.1.1111111.1.1111111.1.1111111.1. WINN ST 11111111111.,..1111111111111111.,..111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111.1.1111111111111111111111111111111111111111111111.,..11111111111111111111 rom nnnooiooio111011101110111 illlll B -P A-1 z 131 Tower Park Drive Encroachment Agreement Farmers State Bank Page 319 of 383 City of Waterloo City Council August 12, 2019 000000 ' �IViYIWIH 111"IIVdiuNl I Y�'IN ti 'I,;i"yN II II Ir�IvlVrullll"�I it MVN"IRVN 111 NY II'lll lull ml it Id,um it 010,' I?,pi lu ll l of ll'lIN'I vpUrd+ N IIII '"„"'"11)"",","'""I',"'"11),"'"'"""'","""" l uol,' luulllu ul II u, m N IRv/q IV l ii IN "yl 111 v�1'IA'IVIY II V)N�l�NO�Vl urlil igrP;f�V bll (IIII I'( Il����y"IYV�II�YI�)II�vVawINyVN,���Vl^IM+II�IIIIIIII�III"V�INh+IYh�iN�"y' V R'�NII!iIINNdllol� I I'il�'';141u m lllvollolllvN,�lv�ly I `'I,ai1wlN Area of Proposed Sign Encroachment p I.IIlllll IN pl II , I li7 'A ;J;di ,. � ',�'N�N4u�l �IWi%VVII�II^p'III�IIIIIV IV uV IVM'!�WuuuuuuV�iuuliiiVVViuiliM NMhuVlllI�IIIWVIIIIIIIVw JJVV�Nmv NI���iVI��II IIVIIN"����I ''' IIII 'll phlpP, IBYIIVJIVIPNII, I Vfm ,) I ., , % V ,IINI �,IJNN NlMdll,NUIr�NNlml,,l!NIUNNVI�u rN!IoldlNNll,dvtl4 ml' INNPMI,, I I v' 1 , I IV VI uulll�' � I., VINIVoNIwIIxN,NH7V .VIIImNNIIwIraNNorew,NWmIII oemmon, aur „ „' " ..,„' .. 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IIIIIIIIIIIII II�II II iip ,,r► Pip 131 Tower Park Drive Encroachment Agreement Farmers State Bank Page 320 of 383 REQUEST: APPLICANT: GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN: ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: DEVELOPMENT HISTORY: BUFFERS/ SCREENING REQUIRED: DRAINAGE: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO August 12, 2019 Request by Farmers State Bank to amend an existing encroachment agreement to make changes to an existing 12' 10" x 18' monument sign in the City Right -of -Way, in the median of Nikki Street, at North of 131 Tower Park Drive. Farmers State Bank, 131 Tower Park Drive, Waterloo, IA, 50701 The applicant is proposing to remove the existing 12' 10" x 18' monument sign and replace it with a new 17' 3" X 9 5" monument sign with electronic messaging on a new 10' base with a total height of 19' 5", the proposed sign will be 6' 7" taller than the existing sign. The request would not appear to have a negative impact on the surrounding area as the location of the sign would blend in with the surrounding commercial properties. The request would not appear to have a negative impact on traffic or pedestrian conditions in the area as the sign would not impede visibility of traffic along San Marnan Drive or for traffic entering onto San Marnan from Nikki Street. There are no sidewalks located within this area. There are no trails near the site in question. The property in question is zoned "C -2,C -Z"" Conditional Commercial District, and has been zoned as such since July 23, 1987. The Tower Park building 1 was built in 1990 and Tower Park building 2 was built in 1995. No buffers or additional screening would be needed with this request. The request would not appear to have an impact on drainage in the area. This proposed sign is not located in any floodplain designations as indicated by the Federal Insurance Flood Insurance Rate Maps that took effect July 18, 2011. There are no public/open spaces in the immediate area. Hoover Middle School is located 3,000 feet to northwest and West High is located a mile to the northeast of the project site. No utilities are known to exist within the area of the proposed encroachment. The property is located in an area shown on the Future Land Use 8-12-19 131 Tower Park Drive Sign in Easement Encroachment Agreement PSgtP 2f'F of 383 COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: August 12, 2019 Map as Commercial. The proposed encroachment is located within the Primary Growth Area as defined by the Comprehensive Plan. The sign will be placed approximately 70' from the southern edge of San Marnan Drive allowing for ample sight visibility for those traveling along San Marnan east bound or for traffic entering onto San Marnan from Nikki Street. The sign has been in place since October of 2011, and staff has not received any complaints relating to issues with visibility, therefore, staff feels that increasing the height to 19' 5" will not create any issues with visibility. The Planning and Zoning Commission unanimously approved the encroachment agreement amendment request at a special meeting on July 23, 2019. There is no platting required for this request. Therefore, staff recommends that the request to amend the encroachment agreement to allow for the construction of a new 17' 3" X 9 5" monument sign with electronic messaging on a new 10' base with a total height of 19' 5", for the following reasons. 1. The request would not appear to have a negative impact on the traffic conditions in the area. And subject to: 2. A signed and executed Encroachment Agreement that enables the City of Waterloo to terminate the agreement and right to remove sign in the event the area is needed for street or utility purposes. 8-12-19 131 Tower Park Drive Sign in Easement Encroachment Agreement PSff 82f of 383 Encroachment Agreement — 131 Tower Park Drive �G'��IB41rv�lflw"�48'VV14Po'V ,ryl uv ,vfk , li �q ^ NI "SI Illluu!p Ilfi'{IIyVh '�yy' 111111111 m I liiuumul9umuul iii Irl rv�ltf u t Illi ' I'I "IISIj1 000000 0000000I11111111111 111111111 Existing Sign ,1 ioiu r.. 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Yn°�'ri1111YIIPII�II' iYl lul��v�mo 111.1 [1.1 mu Iuau111111 Looking south on Nicki Avenue toward the sign and 131 Tower Park Drive. Page 323 of 383 iii((( IIIIII 11111,.1' Im m, Illi � r INv a 1111111111111111 I I11u10lllll IIII I�IIIIf i1U991!III���I 111 III �II�i1 �� IIIN II I � IIIIIIIIIIIIII II VIII fl d;��>!(44�'i�ll��l IINI i4�lllll�'l'!I ^ ;� rl, WI rlrlr;r nnr II I ?al yry, y m I, I III110 � ,°BII„ II+IIIIVUIIIIII'I'a I Idler II I��IN 11 ,u �+Ili'I III . � ;� ,,:;;;, + � 4011111 vrlllui'iillll IIIIIIIIII e�(I�",� YIII�I'�((Ifa�rrrrl�''�ISV,uu,,''ll IIo��IN�NNllI�AI �ki Idu ;�Ip W�1 P;n 00 i 111 4111 Looking west along San Maman Drive, the sign is to the left of the picture. vrrr I'HIwM M_ IIII;Inuluullldd,)IIIYIy�I��IIQ�I;IN1�1'1ryp4I,11 Ij�lllllllll�� �IVl�llplullulull; , Looking east along San Maman Drive elle/�ll�liiUlllf .. mu %+!II'lllllllll III jj��I 111111111111101111 111111111111111111111111111 IU OIIIIIII IIi.!�1����7�r�JktIII����i111`alll��l�lir�u�lt'r !Pq IL otrvupp I, . YYI ,Illllllr ;rrm,; 1111, I °h Imp; II'VtlV I r Ill II 1 V IIIIIIIIIIII m, I o I � !Nr 01 to V I 0 I 'IIII NI MNMr'N u,l,l, I mrvv H!! pll liilil it III !"w , r ololluiw�,l IIDI111111101 11I111.141011111111111111111111110111II111111IIIIIIIIIIIIIhIInII11II1I11111111111111.111.1111111111111101111111hlll 111111111111111111111 1111,1 I yI jl ' I�^I �I ,IUIIVIVI01Vl(�uuuuluplplpuullll �., I„ad, luuuluugll;;pl IIINIIIIpKo+ ' IIIuuVVuuVVuuVVIiVIf100000 IJg IIIII pIIII I,V,I, Iq V4V71111 vl� , . I IIINmr�n� I 1 I °IVII+ ,Iluul PI 1111 �����IIIIIIII(�1V/rr�w�rfwV �ya�ul , IIIIIIII IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111177711111IIIl11mmm ll IIII INh;INNIVv %IIVIIIr ums/^ Ilhiilurvmil. Nicki Street. 4:1 rNuN IIIIIIIIIIII IIII IIIIII MINION I,uuuuumpulllllll� II �"I muNvl4p �,iiil IIYYII,' V Ir,,, 14 iumh�i9+NJlii�'(u III 1;;. !! I I I nllld' �di�l� �ihih0ml�r�� .111.1 Illlli�llll11111111111 I�I+� �191Y llii UIN"I lul I��11111111111111111111IYlllwull r , '���N"IINN�u��iN� Il IIII III �� � Y' I°�III(I,III�Y' IIIIIII��IIIIIll Dju111+l„I � JwNVNW�4 ( I ��II�IIfIIIjI�I�I�IIlII��II1II�IIIII!IIII�II VI�IIIIIIIII IIIIIIIIIIIIIIIIIIIIIu'YI?IIIIIIIIIIII�IIII(III 1111111IIII III IIIllI(h IIIIIIIg11 IIIIIIIIIIIIIRIIIIII IIIIIIIIIIIIIIIIIIuuuu��111111111111 I III Looking southwest from San Marnan Drive. Page 324 of 383 City of Waterloo Planning & Zoning Department 715 Mulberry Street, Waterloo Iowa 50703 (319) 291-4366 N, Offer to Vacate and Purchase City Right -of -Way Request to Vacate Easement, Vacate Sidewalk, ol Encroachment Agreement U Sale of City -Owned Property Applicant: riNemits Sta-te, SeA, Address: General Description of Property to Vacated (i.e.- alley between A St. & B St., South of C St.): Legal description of area to be conveyed, vacated, or encroached: Vat. - 5ou-L6vas41 N*I 1. A non-refundable filing fee(s) shall be made as follows (cheeks payable to City of Waterloo): • Right-of-way vacation — One Hundred Seventy Five Dollar ($175.00) Filing Fee O 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 PI*ice* [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 Commifteed • Asking price (see attached Sale of Property Policy for how calculated): Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs (8 yrs inside of the CURA): • Costs (surveying & mise., demolition, remove of curbs, etc): Asking price Deductio s = Value of Property: Offer Price for Entire Area: Note: The above information is a summary of the Sale of Property Policy (see attached). All requests to vacate and purchase City right-of-way must be accompanied by a signed "Intent to Vacate" form for each abutting property to the area to be vacated. Any request that fails to meet the Sale of Property Policy shall not be forwarded to the Building and Grounds Committee or City Council. Any such applicant shall need to request review to Building and Grounds through a City Council member. 3. Publication and Recording Fees*: At the ti e 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. Ease ent : The following easement shall be retained: 5. Other: Please provide a site plan and/or aerial photo of the area to be vacated if the request involves additional constructio as the reason for the request. Applicant Date Not required for easement vacates sidewalk vacates or Encroachment Agreements Page 325 of 383 ENCROACHMENT AGREEMENT Prepared by: David R. Mason, 415 Clay St., Cedar Fads, IA 50613 (319) 277-6830 THIS ENCROACHMENT AGREEMENT ("Agreement") is entered into by and between Liberty Bawl kF.S.B., her after Liberty Bank", and the City of Waterloo, Iowa, hereinafter "City", this day of b€. , 2011. WHEREAS, Liberty Bank is the owner of real estate commonly known as 131 and 201 Tower Park Drive, Waterloo, Iowa 50701 and legally described in attached Exhibit "A", hereinafter "Liberty Bank Property"; and WHEREAS, Nicki Street is a dedicated street owned by the City providing access to the Liberty Bank Property from San Maman Drive, and WHEREAS, Nicki Street has a median that divides its north and southbound lanes (the "Median"), which Median is also owned by the City; and WHEREAS, Liberty Bank is requesting to construct, use and maintain on the Median an illuminated, two-sided monument sign a maximum of eight feet high and 18 feet long with tenant panels and channel Ietters in a configuration similar to the design shown in attached Exhibit "B" (the "Sign"), and in the location as shown on the site plan attached as Exhibit "C"; and WHEREAS, construction and use of the Sign would include furnishing electrical power to the Median by way of an underground boring from Liberty Bank's property to the Median as shown on the site plan attached as Exhibit "C", said electrical line to be owned and maintained by MidAmerican Energy, or its successors or assigns; and WHEREAS, the City is wiIIing to allow the construction, use and maintenance of the Sign on the Median, which constitutes an encroachment on City property, subject to the following Agreement describing the rights and obligations of each party. THEREFORE, IT 15 HEREBY AGREED by the parties as follows: 1. Affirmation. Liberty Bank hereby recognizes and affirms that Nicki Street and the Median are City property. Liberty Bank claims no rights in or to the City property, or any part thereof, except as expressly granted by the City in this Agreement. 2. Grants. City grants to Liberty Bank the right to construct, use and maintain the Sign on the Median as shown on attached Exhibit "C", which Sign shall benefit Liberty Bank Property, subject to the rights of the City and/or any public or private agency to which the City has granted Page 326 of 383 a utility franchise for access over, under and upon the City property. The Sign shall be centered on the width of the Median, and no part of the Sign shall be located closer than 60 feet to the back edge of curbing at the north erid of the Median or 25 feet to the back edge of the curbing at the south end of the Median. If Liberty Bank chooses at any time to repair or replace the Sign, the physical footprint and height of the Sign may not be enlarged as compared to the approved dimensions, and any reduction in the size of the Sign shall automatically cause a commensurate reduction in the physical scope of the rights granted hereunder. The parties expressly acknowledge that any damage that occurs to the Sign in connection with ordinary use of the Median, the ordinary use of Nicki Street, the work to repair or improvement to Nicki Street, or the work of repair or improvement to public or utilities infrastructure located in or upon Nicki Street will be at the sole risk and expense of Liberty Bank. 3. Median Maintenance. During the term of the Agreement, Liberty Bank shall bear all responsibility for mowing the grass and otherwise maintaining the landscaping of the Median. If Liberty Bank fails to mow the grass or maintain the landscaping of the Median, the City may do so and assess any and all associated costs against Liberty Bank or the Liberty Bank Property. 4. Term of Agreement. The term of this Agreement shall be for so long as said encroachment continues to exist and is used and maintained by Liberty Bank. This Agreement shall automatically terminate if said encroachment is removed (other than for temporary removal). in the event that the City needs to have the Sign removed in order to reconfigure or redesign Nicki Street or West San Marian Drive roadways or adjacent utilities infrastructure, then this Agreement may be terminated by the City upon 60 days' notice to Liberty Bank. Upon such notice, Liberty Bank agrees to remove said Sign prior to the end of the 60 days' notice period. If Liberty Bank fails to remove said Sign upon termination of this Agreement, Liberty Bank authorizes the City to remove said Sign and assess all costs associated with removal to Liberty Bank or against the Liberty Bank Property. It is understood and agreed that this Agreement is appurtenant to the real estate and runs with the land. 5. Indemnification. Liberty Bank shall protect, defend, indemnify and hold harmless the City, its officers, elected officials, employees, and agents from any claim, damages, liability and expenses (including, but not limited to, reasonable attorneys' fees and costs of litigation) arising out of or in any way connected to the use or maintenance of the Sign and adjacent Median, including but not limited to any damage to the Sign or any property damage or personal injury caused to any other person. This covenant shall survive the termination of the Agreement. 6. General. This Agreement is binding upon and shall inure to the benefit of the parties and the respective successors and assigns of each. This Agreement, together with any addenda or exhibits 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. This Agreement may be modified only by the mutual written agreement of the parties. 2 Page 327 of 383 Liberty Bank F.S.B. By: Michele H. Stevens Its: Vice President STATE OF IOWA ) ) ss. COUNTY of BLACK HAWK ) This instrument was acknowledged before me on ,00' c'3'o , 2011 by Michele H. Stevens as Vice President of Liberty Bank F. .B. DAVID R. MASON Commission Number 201736 1-2-n7jr-s-- -MY David R. Mason, Notary Public 3 Page 328 of 383 City of Waterloo By: Ernest G. Clark its: • Mayor Suzy Scharff, City Clerk STATE OF IOWA } } ss. COUNTY OF BLACK HAWK } This instrument was acknowledged before me on this 51/4441day of 2011, by Ernest G. Clark and Suzy Schares as May. and City Clerk, es ectiv lVr of the Cityof J Waterloo. 4 No ary Pu Page 329 of 383 EXHIBIT Parcel 1: That part of Tract A, Tower Park, waterloo, Black I-lewk County, Iowa, described as follows: Comritenang :at.the Northam corgi' of Northeast Quarter of the Northeast Quarter (NEW NEW) of mon- gine (9), Townshli.p Eighty -Opt (88) North, flange Thirteen (13) West Of the 5th P.M, BJa k Hawk. Cow y, Yowat -thence South 00 degrees 26 minutes 14 sends East,. along the Wst line a paid Nottllaut Qua rter -cif the Northeast Quarter, 63,43 feet to the South right-of-way dine of West San Niaman Drive; thence South 89 degrees 03 minutes 48 seconds East, along said Sochi'; right-of-way fine, 1,207,Q0 feet to.the West right-of-way lineof KirntraII Avenue; thence South 18 degrees 02 mtnutes 49 seconds East, along said West right-of-way line, 159.44 feet; thence South 00 degr es 28 minutes 22 seconds East, along said West right-of-way line, 154.27 feet; thence North 89 degrees 31 minutes 38 seconds East, along saki West rig -ht -of -way line, 10.00 feet; theme South 00 degrees 28 minutes 22 secongs East, along said West right- of-way line, 29.20 feet; thence South 89 degrees 33 minutes 46 seconds West, 60.00 feet; thence liiorthweteriy along a curve concave Noftheaster-ly, haying a radius of 284,80 feet, a distance of 123.88 feet; thence South 00 degrees 26 rnih o tes 14 seconds East, 176.52 feet; thence South 89 deg rem• 3 mutes 45 .se ends West, 60.00 feet; thence South 41 degree 49 minutes 27 seconds West 423.78 feet to the paint of beginning; thence North 45 degrees 26 minutes. 14 seconds West, 324 feet; them North 00 degrees 26 minutes 14 seconds West, 90.51 feet; thence North 45 degrees 26 minutes 14 seconds West, 52.00 feet; thence Westerly along a curve =cave Southerly, having a radius of 64.00 feet, a distance of 100,53 feet; thence North 45 degrees 26 minutes 14 seconds West, 161,00 feet; thence Northeasterly along a nontangent curve concave Southeasterly, having a radius of 665.00 feet and a Iong chord bearing North 67 degrees 03 minutes 47 seconds East, a distance of 522.29 feet; thence South 00 degrees 26 minutes 14 seconds East, 374,75 feet; 'them North 89 degrees 31 minutes 19 seconds East, 24.75 feet; thence South 0D degrees.28 minutes 41 seconds East, 24,20 feet. thence South 89 degrees 31 minutes 19 seconds West, 24.77 feet; theme South 00 degrees 26 minutes 14 seconds East, 266.05 feet to the point of beginning. Note: The West l 1 ne of the Rorthtast Qua rte r .of the Northeast Quarter of Secti o n 9, Tow n ship 8.8 North, Range 13 West of the 5th P.M., Bieck Hawk County, Iowa, is assumed to. bear Smyth 00 de fees 26 minute 14 se ohds East. Parcel 2 parcel of land located in the Northeast Quarter of the Northeast Quarter (NEll4 NE%) of Section Nine (9), Township Eighty-eight (813) North, Range Thirteen (13) West of the Fifth Principal Meridian and part of Tract A, Tower Park, Waterloo, Black Hawk county, Iowa, described as follows; Beginning at the most Southerly corner at said Tract iN; thence North 00 degrees 26 Minutes 14 seconds West a dance of 6.05 feet them North 89 degrees 31 minutes 19 seconds East a distance of 24.'77 feell-thence. North 00 degrees 28- minutes 41 seconds West a distance of 24.20 feet; thence South 82 degrees 31 minutes 19 seconds West a distance of 24,75 feet; thence North 00 degrees 26 mutes 14 sec6nds West a distance -of'374.75 feet to the Southerly right-of-way line. of Tower Park Drive; Page 330 of 383 t rence. Easterly oro saki Southerly rf ht ot`: ay on a torr -tangent curve concave Southerly having a adios cif Q654,0 feet and a long -chord bearin South 87 degrees 25 minutes 22 secopds East a . dIsnce of .69.,§7 feet thence Southeaterly art a curve concave Southwesterly barring a radius -of 263,72 fast and long chord bearing South 62 degrees 12 minutes 15 seconds East a .distance of 204.40 fee thence Southeasterly on a curve concave Northeasterly having a radius of 284.80 feet and long chord bearing .South 52 degrees 45 minutes 27 seconds East a distance of 126.83 feet; thence Southe.asterry on •a curve concave Northeasterly having a radius of 2841%80 feet and long chord bearing South 67 degrees 58 rnifrutes 45 seconds East a distance of 24.50 feet; thence South 19, degrees 33 mutes 24 seconds West a d4sto n oe of 51.57 feet; thence South 00 deg-rens 26 mInutet 14 seconds East a dl'•sttance of 1.0.31 feet; thence South 50 degrees 42 minim 06 .$econds West a distance of 444..48 feet tO the point of Minoring. Note: The West line of the Northeast Quarter of the Northeast east Quarter of Section 9, Township 88 North, Range 13 West of the 5th P. M Black Hawk County, Iowa, is assumed to bear South 00 degrees 26 minutes 14 seconds East. Black Hawk County, Iowa Note: Parcel designations are for convenience of reference only and do not constitute an integral part of the legal d escriptlon . Page 331 of 383 f. t To ,r4 ,;747,747-71: .64 !Alli.k42; t.itSrib ' ,L.....,___' ,..• ' i...4 • ' A, , ' '''.:( ''',,' 't '''.* ,,'• , ,,,% "/ , • ... . * ' ' ! ,-.L04..., . ..,., p... - T1%74 ' " ,--- ...4.4."-i• .-- 'Tit IA.,' tii144,7:0?- ,.?,,,-.%:.! t'N'41.,P 4. ' 41;::::;1 -'..4..:4'-' i, '-' vi,‘Let-r ,,,.;„.‘ ..1' • , r- 4,* -....,-;..•••• 4 ' ',0.... -. •-, t, . , •:,:t., ,... tir•A. )1,,, ,.. A * '''' ' '4 ' ,4R ,,,,I' '.'...1.44I.,,, i7„,:e:r ta ;:, ..1,,,,r'i - ,'17..' 4, t• 4 , - ''' 4.‘.. , .4. . ' 44 ' '. • -.... • .1., , .14,- .4 ,-... ,:-.2 4:: ,.... _ 1. , •,, ,r,,,,,,I;Ant,:,.aii:V.1,.,,,,,,C;..,?.,,n;:•ir,,-_!isf.74,,;,,,mt„tri: -, .4i-47-' .17ktv''',*4'1*.b...1,"q' '''''••• ..-?4, E(F13 74„1, 7:' S!at•Zii,k %,,,,, • '',,,.."'.' t ' • '14-. 44.1,-,.:•04, . - a • • . .1, • /NT 4 r .„ Jb • • . *•-tt " Oage 332 o 77, • • vst: • I " "41= „ , -rytso. ,t - - "*:.. -.. • ' - O, Proposed Monument Sign • • 1 •• C3 L /Burger King Page 333 of 383 65 1 60 • 1 • 1 • tabiger 1A-). 50.11 YriarnotA S` f c �ww w.rw 1 03 { Page 334 of 383 Prepared by: Seth Hyberger, 715 Mulberry Street, Waterloo, Iowa 50703 (319) 291-4366 ENCROACHMENT AGREEMENT THIS ENCROACHMENT AGREEMENT is entered into by and between Farmers State Bank, hereinafter "Earners State Bank", and the City of Waterloo, Iowa, hereinafter "City" this day of juAt , 2019. WHEREAS, Farmers State Bank is the owner of real estate commonly known as 131 and 201 'ower Park Drive, Waterloo, Iowa 50701 and legally described in attached Exhibit "A"; and WHEREAS, Nicki Street is a dedicated street owned by the City providing access to Farmer's State Bank Piopeity from San Marnan Drive; and WHEREAS, Nicki Street has a medianthat divides its north and southbound lanes, which median is also owned by the City (the Median); and WHEREAS, Farmers State Bank is ,requesting to construct, use and maintain on the Median an electro, ie messaging, two sided monument sign that is 19'S" in height and 17'3" long with tenant panels and in a configurationsimilar to the design shown in attached Exhibit "B" (the "Sign"); and. WHEREAS, the sign would be placed in the Median in a position that is approximate center with respect to the north -south and east -west measurements, which placem,ent would be an encroachment upon the Median., which isowned by the City; and. WHEREAS, the City is willing to allow the construction, se and maintenance of the Si on the Median, which constitutes an encroachment of City property, subject to the following agreement describing the rights and obligations of each party. 1. Farmers State Bank hereby recognizes and reaffirms, said Right -of -Way. 2. The City gra,.ts Farmers State Bank the right to place and ,maintain said Sign in said Right -of -Way as shown on attached .Exhibit "I",, subject to the rights of the City and/or any agency to Which the City has granted a utility franchise or Right -of -Way .License .Agreement to and f r access over, under and upon said Right -of -Way, expressly recognizing and acknowledging that any damage that occurs to said Sign will be the sole risk and expense of Fanners State Bank including moving or replacement expenses. In the event that the City and/or any agency to which the City has granted a utility .franchise or Right -of -Way License .Agreement needs said Sign to be temporarily .moved .for access to said E., .croachment Area, Farmers State. ank shall move said Sign if present and able, otherwise the City of 'Waterloo and/or any agency to which the City has granted a .utility franchise or .Right -of -Way License Agreement shall be authorized to move said Sign and assess any costs for removal against Farmers State Bank, or Farmers State Bank Property. The termof this agreement sh.all be for so long as said Sign is maintained by. Farmers State Bank, and said Sign continues to exist, and that this agreement shall automatically terminate if said Sign is rembVed (other than for temporary removal during replacement or repair). It is understood and agreed that this .Agreement is, appurtenant to the real estate and ,runs With the land. It is thrther'Understood and agreed that this agreement may be terminatedby the 'City Of Waterloo upon 60 days Page 335 of 383 STATE OF IOWA COUNTY F BLACK HAWK SS. This instrument was acknowledged before me on this day of , 2019 by Quentin Hart and Kelley Felchle as Mayor and City Clerk, respectively, of the City of Waterloo. Notary tar y Public Page 336 of 383 EXHIBIT A Parcel 1; That part of Tract A, Tower Park, waterloo, Black Hawk County, Iowa, described as follows; Commencing at the Northwest corner of Northeast Quarter of the Northeast Quarter 1/4 NE1/4-) of Section Nine (9), Township Eighty-eight (88) North, Range Thirteen(13) West of the 5th PM., black Hawk County, Iowa; thence South 00 d re minutes 14 seconds East, along the West line of said Northeast Quarter of the Northeast Quarter, 63.43 fejt to the South right-of-way line of West San Marnan Drive; thence South 89 degrees 03 minutes 48 seconds East, along said South right-of-way lire, 1,207.00 ,00 feet to the west right -or -way line of Kimball Avenue; thence South 18 degrees 02 r to to 49 seconds East, along said West right-of-way line, 159,44 feet; theme South 00 degrees 28 minutes 22 seconds East, along said West right -of --way line, 154.27 feet; thence North 89 degrees 31 minutes tes 8 seconds East, along said West right-of-way line, 10.00 feet; thWIce South 00 degrees 28 minutes 22. seconds mast{ along said West right-- of-way line, 29,20 feet; thence South 89 degrees 33 minutes 46 seconds West, 60.00 feet; thence Northwesterly along a curve concave Northeasterly, having a radius of 284.80 feet, a distance of 123,88 feet# thence South 00 degrees 26 minutes 14 seconds East, 176.52 feet; thence South 89 degrees 33 minutes 46 seconds West, 60.00 feet; thence South 41 degrees 49 minutes 7 seconds West 423.78 feet to the point of beginning; thence North 45 degrees 26 minutes14 seconds west, 324 feed; thence North 00 degrees 26 minutes 14 seconds West, 90,51 feet; thence North 45 (levees 26 minutes 14 seconds West, 52,00 feet; thence westerly along a curve concave Southerly, having a radius of 64,00 feet, a distance of 100.53 feet; thence North 45 degrees 26 minutes IA seconds West, 161.00 feet; thence Northeasterly along a n n an e t curve concave Southeasterly, having a radius of 665.00 feet and a long chord bearing North 67 degrees 03 minutes 47 seconds East, a dist n of 522,29 feet; thence So h•00 degrees a minutes 14 seconds d East, 374,75 feet; .of North 89 degrees 31 minutes 19 seconds East, 24.75 feet; thence South 00 degrees 28 minutes 41 seconds East, 24.20 feet; thence South 89 degrees 31 minutes 19 seconds west, 24,77 Feet; thence South 00 degrees 26 minutes 14 seconds East, 266.05 feet to the point of beginning. Note; The West line of the Northeast Quarter of the Northeast Quarter of Section 9, Township 88 North, Range 13 west of the 5th P.M., Black Hawk County, Iowa, is assumed to bear South 00 degrees 26 minutes 14 seconds East. Parce! A parcel of land located in the Northeast Quarter of the Northeast ast Quarter (NE1/4 NE3 of Section Nine (9), Township Eighty-eight (88) North, Range Thirteen (13) West of the Fifth Principal Meridian and part of Tract A, Tower Park, Waterloo, Black Hawk County, Iowa, described as follows; Beginning at the most Southerly corner of said Tract A; thence North 00 degrees 26 miniites 14 seconds west a distance of 266,05 feet; thence North 89 degrees 31 minutes 19 seconds East a distance of 24.77 feet; thence North 00 degrees 28 minutes 41 seconds West a distance of 24.20 feet; thence South 89 degrees 31 minutes 19 conds .west a distance of 24.75 Feet; thence North 00 degrees . :nuts 1 sec nds West a distance of 374.75 feet to the Southerly right-of-way line of Tower Park Drive; Page 337 of 383 thence Easterly on said Southerly right-of-way on non -tangent curve concave Southerly having a rtdILts of 665,00 feet and a long chord bearing South 87 degrees 25 minutes 22 seconds East a distance of 69.97 feet; thence Southeasterly on a curve concave Southwesterly having a radius of Z63.72 feet and k ng chord bearing South 62 degrees 12 minutes seconds East a distance of 204.40 fejt; thence Southeasterly on a curve concave Northeasterly having a radius of 284,80 feet and Coag chord bearing South 52 degr+e $ 45 minutes 27 secohds East a distance of 126.83 Feet; thence Southeasterly on .a curve concave Northeasterly having a radius of 284,80 feet and lone chord bearing South 67 degrees 58 minutesseconds East a distance of 24.50 feet; thence South 1,9 degrees 33 rninuteg24 seconds West a distance of 51,57 feet; thence South OD degrees 26 Minutes 14 seconds East a distance of 150.31 feet; thence South 50 degrees 42 minutes 06 seconds West a distance or 449,48 feet to the point of beginning; Note The West line of the NortheQst Quarter of the Northeast Quarter of Section 9, Township 88 North Ruige 13 \Nast of the 5th P.M,, Black Hawk County, Iowa, is assumed to bear South 00 degrees 26 minutes 14 seconds Easy. Black Hawk County, Iowa Note; Parcel designations are for convenience of reference only and do not constituLe an integral part of the legal description. Page 338 of 383 1020 Wilbur Ave. PO BOX 2098 Waterloo. IA 50704 319-233-4604 - 800-7284604 Fax 319-233-7524 Y-ARSAL:.TrivrN 605 Iowa Ave. West Marshalltown. IA 50158 641.752-6608-888-656-7446 Fac 6.41-752-6968 PROJECT FARMERS STATE tocATIoN WATERLOO, IA BRIAN BUSS HMF FARMERS STATE/ TOWER PARC/6-6-19A.FS 1 6-24-19 ITER NATIONAL LIENT APPROVAL SIGNATURE/DATE COPYRIGHT 2017 -THIS ^974V tS PROPERTYOF NAGILE SIGNS INC.MAY NOT hE REPRODUCED THIS RENDERINGIS FOR - -- - - __ _ -PURPOSES Colo out Page 339 of 383 .y not ' exact when vie -wing printing 27 Orn these - incorrect, i- provide _. correct €° match the revision- i 0 0 w 0 w CITY OF WATERLOO Council Communication Resolution approving a Hold Harmless Agreement with Old Republic National Title Insurance Company, for property located at the southwesterly corner of West 13th Street and Commercial Street, and authorize the Mayor and City Clerk to execute said document. City Council Meeting: 8/12/2019 Prepared: 8/7/2019 REVIEWERS: Department P ian n.ing & Clerk Office ATTACHMENTS: Description Aerial Photo Indemnity Agreer ert SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Policy Issue: Reviewer Schroeder, . .ric Even, 1:. (J\nn Action prove A pip.: owed. Type Cover e .o Cove" :.. -no Date 8/7/201910:4-8A.M. 8/7/ 0 1 9 ,,,,,,, 1 1 :51 AM Resolution approving a Hold Harmless Agreement with Old Republic National Title Insurance Company, for property located at the southwesterly comer of West 13th Street and Commercial Street, and authorize the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director Approval The City entered into a development agreement with S F N Real Estate, L L C to convey the properties described in Exhibit "A" of the Hold Harmless Agreement for the construction of two new data centers with the potential for future expansions. The properties are subject to a lien of judgement against the City in favor of Daniel James Nickey and Andrew James Nickey. The City and Old Republic National Title Insurance Company wish to enter into this agreement to complete the proposed purchase and conveyance of the properties, which is in the best interest of the community. Under this agreement the City will indemnify the Old Republic National Title I ns uranc e Company and to hold it harmless. The developer is ready to begin construction this month on the new data centers and approval of this agreement will satisfy any title issues. None N/A Economic Development and Legal Page 341 of 383 Alternative: N/A Background Information: The City demolished four dilapidated homes this summer to open up the land for the new data centers. Lot 1 and Lot 2 in Block 58 in Anthony Baker's Addition to the Village of Legal Descriptions: Waterloo in Black Hawk County, Iowa (now in the City of Waterloo, Iowa). 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I II,111IIIIIIIIIIIIII�itI111m�1111"�� 11111111111111111111111 lliilll IIII 1111v1 li»IUIIIIIIIIIU,IiIjIIII�IIII�uIoY�� iiii1111Ulyll' 1111111111,11111111111,1111,111,111111111111111 uu II{IIIIIIIIIIIIII 111,1 + tlll Iuullllllf (���I III III 111, a IIIIII (VII IVI o°oulll 1111111'11i11111111111IIIlIlI11 i'IIIIIIIlIl1llllll IIII I�IIIIIIIIIIIilllllllll I IIIIIIII ,III Ililihlll IIIlI11.,uW IrvI111u1 Y"111,1 m1u MUlli,,. 1 IVII�IO 111111`°y11luVP IIIIVh�I�loq'mli'��hhl IIIIIIIIIIIIIIIIIIIIIII iI1� �111VI1,1111141 u 1 Iluul",. 401 111IhI��II�����IIIIIIIIIIIIIII111 216,11 111111 1111111111111111 >'(IIIAu�uN�ldll �I�^II�IjIllpllliiuuluu6f�� ,�IIm1111 ItYImt,11111� Note: Base map data source is Black Hawk County. This map does not represent a survey, no liability is assumed for the accuracy of the data delineated herein, either expressed or implied by Black Hawk County, the Black Hawk County Assessor, or their employees. The City of Waterloo makes no warranty, express or implied, as to the accuracy of the information shown on this map, and expressly disclaims liability for the accuracy thereof. Users should refer to official plats, surveys, recorded deeds, etc. located at the Black Hawk County Assessor's Office for complete and accurate information. Ct of Waterloo, Iowa 111111111111111111111111111 W+E s HOLD HARMLESS AGREEMENT This Hold Harmless Agreement (the `Agreement") is entered into between the City of Waterloo, Iowa (the "City") and Did Republic National Title Insurance Company (the "Company") as of August , 2019. RECITALS A. Company is title insurer under a policy issued to SFN Real Estate, LLC (the "Buyer"), which has entered an agreement with City for the purchase of real property as described on Exhibit "A" attached hereto (the "Property"). The Property is subject to a lien of judgment against City of Waterloo, Iowa in favor of Daniel James Nickey and Andrew James Nickey, Case No. SCSC171773, in the original amount of $4,902.00 (the "Lien"), which the City has appealed. B. The parties desire to enter this Agreement to induce Buyer to complete its proposed purchase of the Property. The City believes that Buyer's further improvement and use of the Property is in the best interests of the public. AGREEMENT NOW, THEREFORE, in consideration of the premises and other good and valuable consideration, the receipt and sufficiency of which is acknowledged, the parties agree as follows: 1. City agrees to indemnify Company and to hold it harmless from and against any and all claims, demands, judgments, costs, or expenses (including reasonable attorney's fees) arising out of or in any way connected with the Lien. Based on the City's promise, Company agrees that it will not consider the Lien to be an impediment to closing on the proposed purchase of the Property. 2. This Agreement shall inure to the benefit of and be binding upon the parties and their respective successors and assigns. Buyer is intended as a third -party beneficiary of this Agreement. 3. This Agreement may be signed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one instrument. IN WITNESS WHEREOF, the parties have executed this Hold Harmless Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA OLD REPUBLIC NATIONAL TITLE INSURANCE COMP . NY By: By: Quentin Hart, Mayor Attest: Kelley Felchle, City Clerk Title: Page 344 of 383 EXHIBIT "A" Lot 1 and Lot 2 in Block 58 in Anthony Baker's Addition to the Village of waterloo in Black Hawk County, Iowa (now in the City of Waterloo, Iowa). Page 345 of 383 CITY OF WATERLOO Council Communication Resolution approving an Easement Agreement with M.T. Co., LLC, to grant a permanent sixty (60) foot wide sanitary and storm sewer easement, located at 3470 West Airline Highway, for the purposes of extending new sanitary and storm sewers to serve future development near the Waterloo Regional Airport, and authorize the Mayor and City Clerk to execute said document. City Council Meeting: 8/12/2019 Prepared: 8/6/2019 REVIEWERS: Department P fan n. ing &" fling Clerk Office Reviewer chroeder, .r is Even, ATTACHMENTS: Description lgned .Easement Agreement E. a,semail; S ury ey CI Aerial .P 'foto SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Action Approval A pp ro vcc,.J. Type Cover Cover Covet Date 8/7/2019,,,,,,, 6 . ..M� /7/2019 ,,,,,,, 1 :3 1 AM Resolution approving an Easement Agreement with M.T. Co., LLC, to grant a permanent sixty (60) foot wide sanitary and storm sewer easement, located at 3470 West Airline Highway, for the purposes of extending new sanitary and storm sewers to serve future development near the Waterloo Regional Airport, and authorize the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Developoment Director Approval The City of Waterloo is looking to extend sanitary and storm sewer within the westerly 60' of 3470 West Airline Highway (First Co. Inc.) to serve future development north of the Canadian National rail line. The city has received interest for new development in this area and having the easement in place would make it possible to extend the two different types of sewers. M. T. C o , LLC is granting the easement to the city, and in exchange for this easement, the city is going through the process of vacating no longer needed right-of-way along West Airline Highway. The city is going through all necessary channels to ensure the vacated right-of-way is properly conveyed. Therefore, it is requested that the City Council adopt a resolution to dedicate the new drainage easement as shown on the attached map and legal description. None Page 346 of 383 S ource of Funds : N/A Policy Issue: Infrastructure and economic development. Background Information: Legal Descriptions: The Westerly 60 feet of that part of the East half of the Southwest Quarter of Section No. 5, Township No. 89 North, Range No. 13 West of the 5th P.M. in the City of Waterloo, Black Hawk County, Iowa, lying Southerly of the Southerly line of the Illinois Central Railroad Company right of way, exc ep t the West 270 feet in even width thereof. The Westerly 60 feet of that part of the East half of the Southwest Quarter of Section No. 5, Township No. 89 North, Range No. 13 West of the 5th P.M. in the City of Waterloo, Black Hawk County, Iowa, lying Southerly of the Southerly line of the Illinois Central Railroad Company right of way, exc ep t the West 270 feet in even width thereof. Page 347 of 383 Pre and brist mo d P_ . Box 596,Vaterloo, I 50704. Photo (319) 234-5701 After recording, return to City of Waterloo, 715 Mulberiy Street, Waterloo, IA 50703, Attn: Noel Anderson. EASEMENT AGREEMENT This Easement Agreement (the "Agreement") is entered into as of by and between M.T, Co, LLC ("Grantor"), and the City of Waterloo, Iowa ("Grantee"). 1. Grant of aser nt. In consideration of the mutual promises and covenants contained ���• and for other good • iand valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantor does herebygrant and conveyunto Grantee, and Grantee does hereby accept, a permanent easement (the "Easement") in, to, upon, • beneath and across the Westerly sixty (60) feet (the "Easement Ar ") of the real estate legally described as set forth on Exhibit "A" attached hereto (the "Premises"). 2. pinlat. Grantee, its officers, employees, contractors, and agents, shall have reasonable rights of ingress and egress for pedestrians and vehicles over, across, and upon the Premises for purposes of constructing, installing, operating, inspecting, repairing,maintaining, replacing, upgrading, and removing pipes, conduit, infrastructure, and other facilities for sanitary sewer, storm sewer, water, and utilities services provided by any public or private company or agency. Grantee shall have the right, but not the obligation, trim to ardor remove bushes, tree, and other vegetation from the Easement Area. The parties agree that the Easement Area the future be used as access for a fire lane in the evert of future expansion of facilities a.ilitis at Grantor's Premises, 3. Miscellaneous Provisions. This Agreement shall run with the land and is binding upon and shall inure to the benefit of the parties and their respective successors, assigns and transferees. References in the singular number include the plural, and vice versa. This Agreement is the entire agreement between the parties pertaining to the subject matter hereof and supersedes all prior understandings or agreements relating to the subject latter hereof, whether oral or and this Agreement not be modified written, except the mutual written agreement of both parties, IN WITNESS WHEREOF, the parties have executed this Easement Agreement by their duly authorized representatives as of the date first set forth above. Page 348 of 383 M.T. CO., LLC '17) af)a---V STATE OF IOWA ) ss. BLACK HAWK COUNTY CITY OF WATERLOO, IOWA By: Quenthi M. Hart, Mayor Attest: Kelley Felehle, City Clerk Acknowledged b r me o � 104.4a, by Nix };-- e as Manager of M.T. Co., LLC, EMILY C JONES Notarial Seal - Iowa Commission Number 813348 My Comr jssjan Expires Oct 19, 2021 STATE OF IOWA ss. BLACK HAWK COUNTY ) /1/1:di No a y Public Acknowledged before me on , by Quentin M Hart and Kelley Feichle as Mayor and City Clerk, respectively, of the City of Waterloo, Iowa. Notary Public 2 Page 349 of 383 EXHIBIT IT " " Legal Description — Premises Subject to Easement The Westerly 60 feet of that part of the East half of the Southwest Quarter of Section No. 5, Township o_ 89 North, Range No. 13 West of the 5th P.M. in the City of Waterloo, Black Hawk County, Iowa Lying Southerly of the Southerly line of the Illinois Central Railroad Company right of way, except the West 270 feet in evert width thereof. Page 350 of 383 INDEX LEGEND LOCATION: LOCATED IN THE 5E1/4 OF THE SW1/4 OF SECTION 5-89-13, CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA PROPRIETOR: M.T. CO. LLC SURVEY REQUESTED BY: MT CO FIELD WORK COMPLETED: 1/4/2019 SURVEY PREPARED BY: RESPOND TO: JEREMY HARRIS CLAPSADDLE-GARBER ASSOCIATES, INC, 16 EAST MAIN STREET, P.O. BOX 754, MARSHALLTOWN, IOWA 50158 PHONE 641-752-6701 JHARRIS@CGACONSULTANTS.COM PLAT OF SURVEY SANITARY AND STORM EASEMENT FND 3/4" PINCHED PIPE 43 W o `n N89°12'57"W 270.81' L2 END 3/4" PINCHED PIPE PAC T, In CE TR A'ier FND 3/4" PINCHED PIPE to FND 3/4" PINCHED PIPE S88°56'32"W 270.85' 60.00' WIDE SANITARY & STORM EASEMENT 0.75 ACRES LINE DATA LINE NUMBER BEARING DISTANCE L1 NO°06'48"E 33.01' L2 S89°12'57"E 60.00' L3 S88°56'32"W 60.01' I\''T ,42014-00013957 1603.69' N 88°56'32"E SW CORNER SECTION 5-89-13 FND 5/8" REBAR POINT OF COMMENCEMENT L3 SOUTH LINE SE1/4 SW1/4 POINT OF BEGINNING ITILIATE;;E 1063.34' N88°56'32"E DESCRIPTION A 60.00' WIDE SANITARY AND STORM SEWER EASEMENT LOCATED IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 5, TOWNSHIP 89 NORTH, RANGE 13 WEST OF THE 5th P.M., CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 5; THENCE, N88°56'32"E 1603.69' ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SAID SECTION 5; THENCE, NO°06'48"E 33.01' TO THE SOUTHWEST CORNER OF A CERTAIN PARCEL OF LAND RECORDED IN INSTRUMENT NO 2014-00013957 IN THE OFFICE OF THE RECORDER, BLACK HAWK COUNTY, IOWA, SAID POINT ALSO BEING ON THE NORTH RIGHT OF WAY LINE OF WEST AIRLINE HIGHWAY; THENCE, CONTINUING NO°06'48"E 546.43' ALONG THE WEST LINE OF SAID CERTAIN PARCEL TO THE NORTHWEST CORNER OF SAID CERTAIN PARCEL; THENCE, S89°12'57"E 60.00' ALONG THE NORTH LINE OF SAID CERTAIN PARCEL; THENCE, S0°06'48"W 544.50' TO A POINT ON THE SOUTH LINE OF SAID CERTAIN PARCEL; THENCE, S88°56'32"W 60.01' ALONG SAID SOUTH LINE TO THE POINT OF BEGINNING, CONTAINING 0.75 ACRES. NOTE: ALL BEARINGS ARE THE RESULT OF G.P.S. OBSERVATIONS. i C H ir_41/ S1/4 CORNER SECTION 5-89-13 FND 1/2" REBAR 1331.14' 588°56'09"W co PARCEL "E" 1_'L T 12016-00011511 SE CORNER SW1/4SE1/4 SECTION 5-89-13 FND MAG NAIL (BROKEN) LEGEND: A GOVERNMENT CORNER MONUMENT FOUND A GOVERNMENT CORNER MONUMENT SET 1/2" x 30" REBAR w/BLUE PLASTIC ID CAP #22259 • PARCEL OR LOT CORNER MONUMENT FOUND O SET 1/2" x 30" REBAR w/BLUE PLASTIC ID CAP #22259 () RECORDED AS Page 351 of 383 N SCALE 1 "=200' 0 200' MT CO SURVEY BLACK HAWK COUNTY I hereby certify that this land surveying document was prepared and the related survey work was performed by me or under my direct personal supervision and that I am a duly Licensed Professional Land Surveyor under the laws of the State of Iowa. JEREMY A. HARRIS, PLS date Iowa License Number 22259 My License Renewal Date is December 31, 2019 Pages or sheets covered by this seal' THIS SHEET Clapsaddle-Garber Associates, Inc 16 East Main Street Marshalltown, Iowa 50158 Ph 641-752-6701 www.cgaconsultants.com DRAWN CAQ SHEET NO. DATE 1-24-2019 PROJECT NO. 5623.05 I.In;o���'ll,l���l'V10 "�',^,�„^II IIIIV,IdoVW'i,VldiiilpN�lllu�'J ����!��„�� � �IVI� I,Illll,n 10 W"rVl'UM"i;l I�nVW!mull�m�Im'm4Ri � V4,!';�IVI'81��j�i w MI'Im'PuVr�'ll� �I� ^ ^y �Y h iia w,ll�ul l Illi � i �! 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This map does not represent a survey, no liability is assumed for the accuracy of the data delineated herein, either expressed or implied by Black Hawk County, the Black Hawk County Assessor, or their employees. The City of Waterloo makes no warranty, express or implied, as to the accuracy of the information shown on this map, and expressly disclaims liability for the accuracy thereof. Users should refer to official plats, surveys, recorded deeds, etc. located at the Black Hawk County Assessor's Office for complete and accurate information. Ct of Waterloo, Iowa �lll 10400 111 Vui, (IIII 1111 III 0111, ,,1' 7 erloo W+E s CITY OF WATERLOO Council Communication An Ordinance approving a request by Reg Drew Investments, LLC, to vacate a portion of Fairview Avenue and alleys in Campbell's Addition, subject to the retention of a utility easement over, under and upon a portion of Fairview Avenue. City Council Meeting: 8/12/2019 Prepared: 7/24/2019 REVIEWERS: Department Planning & Clerk Office ATTACHMENTS: Description Staff f:f` i eport ▪ Overview Map o Aerial Ma Application on.. o Pictures SUBJECT: Submitted by: Recommended Action: Reviewer S ch.roedleir, . .ric Even, 1..(.,'Ann Action Approve Approved Type i:3accup 1:3ack.u.p 1 :3 ack:up Backup ckui atc.rial. ateriial a,terial a� e�iial�. Backup Material Date 7/31 /.0 1 ,,,,,, 1 ( :3 5 AM 7/31 / 019 ,,,,,, 11:05 . M Motion to receive, file, consider and pass for the second time an o rd inanc e approving a request by Reg Drew Investments, LLC, to vacate a portion of Fairview Avenue and alleys in Campbell's Addition, subject to the retention of a utility easement over, under and upon a portion of Fairview Avenue. Motion to suspend the rules. Motion to consider and pass for the third time and adopt said ordinance. Resolution authorizing sale and conveyance of a portion of Fairview Avenue and alleys in Campbell's Addition, subject to the retention of a utility easement over, under and upon a portion of Fairview Avenue, to Reg Drew Investments, LLC, in the amount of $1.00, and authorize the Mayor to execute said documents. Resolution approving a Development Agreement with Reg Drew Investments, LLC, for the property located at 139 Clark Street, and authorize the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director Approval with the retention of a utility easement over, under and upon the portion of Fairview Avenue located south of Clark Street. Transmitted is a request by Reg Drew Investments LLC to vacate, sell and convey a portion of Fairview Avenue and Alleys in Campbell's Addition in the amount of $1.00, along with a Development Agreement, subject to the retention of a utility easement over, under and upon a portion of Fairview Avenue. Page 353 of 383 Summary Statement: This was initially requested in 2017, and it was recommended for approval by the Planning and Zoning Commission on June 6, 2017. However that request was tied to a Special Permit request for a salvage yard, which was subsequently denied by the Board of Adjustment, and the vacate request was never sent to the City Council. The applicant is now moving forward with plans to construct mini -storage units on the property, and would like to proceed with the vacate. At their July 2, 2019 meeting the Planning and Zoning Commission again recommended approval of the vacate request. There are no known utilities in the areas to be vacated, but there is plans for storm water drainage improvements in the portion of Fairview Avenue south of Clark Street, therefore an easement will need to be maintained over that portion of the vacate area. The portion of the alley adjacent to Huff Rentals at 118 Clark St will be vac ate d but not conveyed at this time, as an agreement for acquisition is worked out with that adjoining property owner. Expenditure Required: None S ource of Funds : N/A Policy Issue: Right -of -Way Description — Fairview Avenue and Alleys vac ate : Legal Descriptions: The Fifteen foot (15') north -south alley as platted in Campbell's Addition lying adjacent to Lots 8, 9 and 10 of said Addition; the Fifteen foot (15') north -south alley as platted in Campbell's Addition lying adjacent to Lots 11 thru 21 of said Addition; the Fifteen foot (15') east -west alley as platted in Campbell's Addition lying adjacent to Lots 20 thru 26 of said Addition; the Thirty foot (30') Fairview Avenue as platted in Campbell's Addition lying Northerly of an Easterly extension of the South line of Lot 10 of said Addition; and the Thirty foot (30') Fairview Avenue as platted in Campbell's Addition lying Southerly of an Easterly extension of the North line of Lot 11 of said Addition, all in the City of Waterloo, Black Hawk County, Iowa, subject to the retention of a utility easement over, under and upon the Thirty foot (30') Fairview Avenue as platted in Campbell's Addition lying Southerly of an Easterly extension of the North line of Lot 11 of said Addition. Page 354 of 383 REQUEST: APPLICANT(S): GENERAL DESCRIPTION: IMPACT ON NEIGHBORHOOD & SURROUNDING LAND USE: VEHICULAR & PEDESTRIAN TRAFFIC CONDITIONS: RELATIONSHIP TO RECREATIONAL TRAIL PLAN and COMPLETE STREETS POLICY. ZONING HISTORY FOR SITE AND IMMEDIATE VICINITY: BUFFERS REQUIRED/ NEEDED: DRAINAGE: DEVELOPMENT July 2, 2019 Request by Reg Drew Investments, LLC to vacate a portion of Fairview Avenue, and the alleys located in Campbell's Addition, located adjacent to 139 Clark Street Reg Drew Investments LLC 139 Clark Street Waterloo Iowa 50703 The applicant is requesting to vacate a portion of Fairview Avenue and the alleys located in the Campbell's Addition located adjacent to 139 Clark Street. The request to vacate the alleys and Fairview Avenue would not have a negative impact on the surrounding neighborhood as they have never been used, would dead end at the Canadian National Railroad tracks to the south and private property to the north, and is in an industrial area made up largely of salvage yards and storage. The request to vacate the alleyways would not appear to have a negative impact on vehicular or pedestrian traffic conditions. There are no sidewalks in the area. There are no recreational trails in the area of the request and there are no current plans for sidewalks or trails in the area. The site has been zoned "M-1" Industrial District since the adoption of the Zoning Ordinance in 1969. North — Salvage Yards zoned "M-1" Light Industrial District. South — Vacant Land, Canadian National Railroad and Broadway Street zoned "M-1" Light Industrial District. East — Industrial Development zoned "M-2" Heavy Industrial District. West — Industrial Development, Vacant Land and Canadian National Railroad zoned "M-1" Light Industrial District. The request would not require any buffering by ordinance standards. The proposed vacate of the alleys would not appear to have a negative impact on drainage. Storm water improvements are planned within Fairview Avenue and Clark Street which would improve drainage conditions in the area. An easement for drainage and utilities would need to be retained over vacated Fairview Avenue. The area to be vacated is principally industrial with structures Vacate- Fairview and alleys of Campbell's Addition located adjacent to 139 Clark Street Pgegle°5 of 383 HISTORY: FLOODPLAIN: PUBLIC /OPEN SPACES/ SCHOOLS: UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC. RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF July 2, 2019 built between 1903 to present with a majority built between 1960's to present. This area is located in Zone X: Protected by levee as indicated by the Flood Insurance Rate Map No. 1900025 0188F George Washington Carver Middle School is located approximately 1/4 mile to the Northeast. There are no known utilities located along in the alleys proposed to be vacated but there are overhead utilities located along the Fairview Avenue. A utility and drainage easement will need to be retained along the entire portion and width of Fairview Avenue to access those utilities and future storm water improvements. The Future Land Use Map designates the area as Industrial, and this request would be in compliance with such designation. The site is located within the Primary Growth Area as designated on the Growth Area Map within the Comprehensive Plan. The request to vacate Fairview Avenue and the two alley ways would not appear to negatively affect the area or traffic conditions. Clark Street is currently a dead end and Fairview Avenue has never been completed. The area is currently industrial made up mostly of salvage yards and storage uses. On August 4, 2009 Pauline Company made a similar request but also requested the vacation of Clark Street. At that time the Planning Programming and Zoning Commission approved the request to vacate the alleys but denied the request to vacate Clark Street and Fairview. This vacate request originally came before the commission on June 6, 2017. At that time the Planning, Programming and Zoning Commission voted to recommend approval of the vacate request. However, that request was tied to a Special Permit request for a salvage yard by the applicant which was subsequently denied by the Board of Adjustment on January 23, 2018. The vacate request was never sent to city council as the applicant decided what his next steps would be. The applicant has decided to proceed with the vacate request although he does not intend to use the property for a salvage yard. There would be no platting required in relation to the request. Vacate- Fairview and alleys of Campbell's Addition located adjacent to 139 Clark Street Pgdeg2eot�6 of 383 July 2, 2019 RECOMMENDATION: Therefore, staff recommends the request to vacate Fairview Avenue, and the alleys of Campbell's Addition comprising of approximately 33494 sf be approved for the following reasons: 1. The request to vacate would not appear to have a negative impact on the surrounding area, and would help prompt infill development. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. Subject to: 1. Retention of easement for drainage and utilities would need to be retained over vacated Fairview Avenue south of Clark Avenue. Vacate- Fairview and alleys of Campbell's Addition located adjacent to 139 Clark Street Pgeg3e°�7 of 383 City of Waterloo Planning, Programming and Zoning Commission June 6, 2017 JOSEPHINE T. C-1 GZ. C-1,GZ DA DI/CD CT P. 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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 r $175 00) Filing Fee • Easement or side gall 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 $100.0 Fee 2. offer Price [Note: If the offer price meets the Sale of Property Policy (see attached) the request will not be required to be reviewed by the Building & Grounds Committee.] • Asking price (see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50% for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs yrs inside of the CUBA): • Costs (surveying & mise., demolition, remove of curbs, etc): Asking price — Deductions = Value of Property: Offer Price for Entire Area: - 0 Note:The above inforr ation is a sur mary of the Sale of Property Policy (see attached). All requests to vacate and purchase City right-of-way rust 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 e vacated if the request involves additional construction s the reason for the request. Applicant f- -70/ Date *Not required for easement vacates sidewalk vacates or Encroachment Agreements Page 360 of 383 I„„I I l l l l l l l l l l l l l l l l l l l l l y;,;;,111111 JJJJJJJJJJJJJJIIIIIIIIIililllliiilllllll' Vacate Request — Adjacent to 139 Clark Street 11111111111111111111111111111111111 Illlllluupplpulllllun UI11IIIIU ����� ��Illllllllhi'iiil���Illll uiaiaiaia/0///i7///ll/l�llllllJJl1J1111 11 llllllllllllllllllllllllllllllllllllllllllllllllllllll �I��llllll�lllliiiiiiiiiiiiiiddllllJlpJlJllumiiiuuuuuum III I p IlImmlllwmV ml,l ,I��'1�1^II j1� p �u �1 u � VVUVVUVVVmmlmmmmlmllmmmmmmnlmml w, IIIIIIVIwWµw;mmmVImVIVIVWWII'i'� r 11 , IIII(IIIII I ' �iiiilllli/l ' IIII m WII Illlliluuuuuu°°°°'I Illllllllllllllluuuuli�� III!lu�lll��l�'�'I!��Illllllfl�Jih'�IIIIIIIIIIIIIIIIIIIIIIII��IJJglllul�i,r„/,,, ,. 111111 luuuuuu IJII I (IIII Illul;ll�lll IIII ('VuullUf(uuuuil(III 6(fiiul ,„ Mil4pn''YiY tll �!,; ... .ww,.11r. II°IIIIIIIIIIII°IIIIII°II�IIIIIII�IIIIIIIIIIIIIIIIIIIIUIII�IIIIIIIIIIPiiY�IVii°IiIflPil�il���Vli�l�ul Illlll��l��l�l�lmo�l�l�ll�l�llll I�i�lli�i�lilll unll �� r IIIIIII0 19q �L un IM10'�i�h II ■ ,fl�yl IVfll1 vy, �nyiwnvm,l v� NIIIIII„ I ,11� I X„ ulllllllllllll 'I Ilf uugo�ul�Ym I' ” 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 uuuuuuuuuuuuuuuuuuuululuuuuuuuuuuuuu nlulnl 100 IIIIII�V N , Ivv a lu ,vle l; . Looking to the east of 139 Clark Street at an alley that is requested to be vacated. � f r", III 1,11,111 II �IJ'P�ihi1!IYdiillr'rrlrlYl � ��Ifl� I Looking southeast towards a portion of Fairview Avenue requested to be vacated. ��I INNndlrlrw;�w mr„ri'.11l. uupl!!mugipppuuuuu r11LUUI AI, 10,14 q II� 111111 1111111,111111111111111111111117, In In IIII I�ICI IIIIII IIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi1111iPIIIIIIIIII 11 IIIiIIIpIIIIIIiIIIIIII�I�IIiiIIIIl4lulUii"+++�� ,!, t I I uuII�110 �411!Il�i� II 111 000000000000000i M�a�lrtmwsld r�'� III VI'nl,�ll0 II II�i olooillI111111111111111111111111111111111IIIIIIIII I lui;�tiv"m � I ru^ IVN vv n p,111u'Ij Looking west down Clark Street. Looking at the alley to the south of 118 Clark Street that is requested to be vacated. Page 361 of 383 CITY OF WATERLOO Council Communication An ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, approving a rezone of certain property, located west of 3221 Osage Road. City Council Meeting: 8/12/2019 Prepared: 7/25/2019 REVIEWERS: Department Reviewer Action Date i " ° . n. i.�iir ..�. Schroeder, . .ric R e eel 1 7/31/'.01� ,,,,,, 10:_ 2, AM � � w a�r� m�mmmrm � ,, � � . ing ° Donlon', o.. f John Approved 7/31 2019 ,,,,,, 10:37 A M w P �� n��m n��m mm�� ��; &Zoning Schroeder, A �: mce Approved 7/31/2019 10:415 A M C. em k 0 Mee 11Tm",ven, �r ,... °c A n Approved owed °°7/31 /2019 ,,,,,,, 11:0 ATTACHMENTS: Description Council _ Co f unicati 11 SUBJECT: Type Cover Mer Motion to receive, file, consider, and pass for the second time an o rd inanc e amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10- 4-4, approving a rezone of certain property, located west of 3221 Osage Road. Motion to suspend the rules. Motion to consider and pass for the third time and adopt said ordinance. Submitted b Submitted By: Noel Anderson, Community Planning & Development y Director Recommended Action: Approval Transmitted herewith is a request by Mike Brustkem to rezone 1.50 acres from "A-1" Agricultural District to "R-2" One and Two Family Residence District located west of 3221 Osage Road, and instruct the City Clerk to SummaryStatement: publish notice. At their July 2, 2019 meeting, the Planning, Programming and Zoning Commission unanimously recommended approval of the request. Expenditure Required: None S ource of Funds : N/A Policy Issue: Zoning, Land Use and Economic Development. The proposal would not appear to have a negative impact on the surrounding Page 362 of 383 Background Information: area as it would be one single family home in a developing area of the city. The request would not appear to have a negative impact on vehicular or pedestrian traffic movements in the area. The site is served by 0 sage Road which is a local road. The nearest recreational trail is the Cedar Valley Lakes Trail which is located approximately 0.65 miles to the southwest. The area is zoned "A-1" Agricultural District and has been zoned as such since the adoption of the Zoning Ordinance in 1969. Surrounding land uses and their zoning are as follows: North — Agricultural zoned "A-1" Agricultural District. South — Agricultural zoned "A-1" Agricultural District. East — Agricultural and one single family home zoned "A-1" Agricultural District and "R-1" One and Two Family Residence District. West — Agricultural zoned "A-1" Agricultural District and "R-2" One and Two Family Residence District. The area is comprised of farm houses and residential. No buffers would be required for this request. Rezoning the land will not appear to have a negative impact on drainage in the area. The property is not located in a special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0306F, dated July 18, 2011. Highland Elementary School is located 1.82 miles to the northwest, Bunger Middle School is located 0.86 miles to the south, and East High School is located 2.95 miles to the northwest. The nearest open space is Maywood Park located 0.75 miles to the west. There are no known underground utilities located in 0 sage Road. There is overhead power lines located on the south side of 0 sage Road. It is anticipated that the home would be served by a private well and septic system. The Future Land Use Map designates this area as Agricultural. The applicant is requesting to rezone 1.50 acres from "A-1" Agricultural District to "R-2" One and Two Family Residential District in order to build a single family home. There is precedence for this rezone as a lot just to the east on the south side of the road was rezoned to "R-1" One and Two Family Residence District by Ordinance 4984 on February 22, 2010. The applicant originally requested the lot to be rezoned "R -R" Rural Residential but staff feels that the "R-2" zoning is more in line with the residential zoning in the area. Page 363 of 383 Legal Descriptions: During Tech Review Glover asked if the land is being used for agriculture and about a LES A score. The land is largely made up of trees and appears to not have been used for agriculture for some time and the city does not do LESA scores. The Planning, Programming and Zoning Commission voted 6-0 at their July 2, 2019 meeting to recommend approval of the request. The applicant is not planning to subdivide the property. Therefore, staff recommends that the request by Mike B rus tkern to rezone 1.50 acres from "A-1" Agricultural District to "R-2" One and Two Family Residence District for construction of a single family home located West of 3221 Osage Road be approved for the following reasons: 1. The request would not appear to have a negative impact on traffic conditions in the area. 2. The request would not appear to have a negative impact upon the surrounding area with the conditions being met below. 3. There is precedence for the rezone. That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4 ) of Section No. 28, Township No. 89 North, Range No. 12 West of the 5th Principal Meridian, Black Hawk County, Iowa, described as follows: Commencing at the Southwest comer of said Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4 ); thence S 89°12'18"E along the South line of said Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4 ) 996.55 feet; thence N0°47' 42"E 33.00 to the North right-of-way of Osage Avenue; thence continuing N0°47'42"E 259.95 feet; thence S 89°12'18"E 255.14 feet, thence S 1 ° 55' 41 "W 260.00 feet to said North right-of-way of Osage Avenue; thence N89°12'18" W 250.00 feet along said North right-of- way line of 0 sage Avenue to the point of beginning, containing 1.50 acres. Page 364 of 383 REQUEST: APPLICANT: GENERAL DESCRIPTION: May 9, 2019 Request by Mike Brustkern to rezone 1.50 acres from "A-1" Agricultural District to "R-2" One and Two Family Residence District located west of 3221 Osage Road. Mike Brustkern, 755 Skyview Road, Waterloo, IA 50703 The applicant is requesting to rezone property in order to build a single family home. IMPACT ON The proposal would not appear to have a negative impact on the NEIGHBORHOOD & surrounding area as it would be one single family home in a SURROUNDING developing area of the city. LAND USE: VEHICULAR & The request would not appear to have a negative impact on PEDESTRIAN vehicular or pedestrian traffic movements in the area. The site is TRAFFIC served by Osage Road which is a local road. CONDITIONS: RELATIONSHIP TO The nearest recreational trail is the Cedar Valley Lakes Trail which RECREATIONAL is located approximately 0.65 miles to the southwest. TRAIL PLAN AND COMPLETE STREETS POLICY: ZONING HISTORY The area is zoned "A-1" Agricultural District and has been zoned as FOR SITE AND such since the adoption of the Zoning Ordinance in 1969. IMMEDIATE VICINITY: Surrounding land uses and their zoning are as follows: North — Agricultural zoned "A-1" Agricultural District. South — Agricultural zoned "A-1" Agricultural District. East — Agricultural and one single family home zoned "A-1" Agricultural District and "R-1" One and Two Family Residence District. West — Agricultural zoned "A-1" Agricultural District and "R-2" One and Two Family Residence District. DEVELOPMENT The area is comprised of farm houses and residential built between HISTORY: 1910 and 1972. BUFFERS/ No buffers would be required for this request. SCREENING REQUIRED: DRAINAGE: Rezoning the land will not appear to have a negative impact on drainage in the area. FLOODPLAIN: The property is not located in a special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0306F, dated July 18, 2011. PUBLIC /OPEN Highland Elementary School is located 1.82 miles to the northwest, SPACES/ SCHOOLS: Bunger Middle School is located 0.86 miles to the south, and East West of 3221 Osage Road —Al to R2 PgDge366 of 383 UTILITIES: WATER, SANITARY SEWER, STORM SEWER, ETC: RELATIONSHIP TO COMPREHENSIVE LAND USE PLAN: STAFF ANALYSIS — ZONING ORDINANCE: STAFF ANALYSIS — SUBDIVISION ORDINANCE: STAFF RECOMMENDATION: West of 3221 Osage Road —Al to R2 May 9, 2019 High School is located 2.95 miles to the northwest. The nearest open space is Maywood Park located 0.75 miles to the west. There are no known underground utilities located in Osage Road. There is overhead power lines located on the south side of Osage Road. It is anticipated that the home would be served by a private well and septic system. The Future Land Use Map designates this area as Agricultural. The applicant is requesting to rezone 1.50 acres from "A-1" Agricultural District to "R-2" One and Two Family Residential District in order to build a single family home. There is precedence for this rezone as a lot just to the east on the south side of the road was rezoned to "R-1" One and Two Family Residence District by Ordinance 4984 on February 22, 2010. The applicant originally requested the lot to be rezoned "R -R" Rural Residential but staff feels that the "R-2" zoning is more in line with the residential zoning in the area. During Tech Review Glover asked if the land is being used for agriculture and about a LESA score. The land is largely made up of trees and appears to not have been used for agriculture for some time and the city does not do LESA scores. The Planning, Programming and Zoning Commission voted 6-0 to recommend approval of the request at their July 2, 2019 meeting. The applicant is not planning to subdivide the property. Therefore, staff recommends that the request by Mike Brustkern to rezone 1.50 acres from "A-1" Agricultural District to "R-2" One and Two Family Residence District for construction of a single family home located West of 3221 Osage Road be approved for the following reasons: 1. The request would not appear to have a negative impact on traffic conditions in the area. 2. The request would not appear to have a negative impact upon the surrounding area with the conditions being met below. 3. There is precedence for the rezone. PgDge 866 of 383 City of Waterloo Planning, Programming and Zoning Commission July 2, 2019 West of 3221 Osage Road Rezone from "A -i" to "R-2" 11,0111110 Mike Brustkern Page 367 of 383 City of Waterloo Planning, Programming and Zoning Commission July 2, 2019 II ��'Irliw'Iu'llli11' Property Requesting Rezoning ! �gll;ll!'l,ll^IVri'i,'r,"! rI�IlA1'�,�'VII affil u�', ��'�' Ilimlui;l ISI 11111"' owa, 14 IdIIVIV�I,. I�I�II,II.'I I„IINY�”IW(�III��IIIVIIIVII,��'�I�II'I�liiii�i�l�d 1,,,,,,11:111,11,1!,;:1111;!,1111,"" a'�N'�i9b1'';,,�^ I � a�lw������ I'ibdum' � �, l^w ti 1110lm!"NVuidlu ',,,„xulllo,P OSA GE AVE ',14iu;IYlYujiflVl;i'"Vfi1s,1;196VV11 .I til , 1 dIV'"�II �I64Wh""n•�I J v rvlWMlllllu^III Q YI III I lull u1.1" ' lo-ullll�l� �iIIMIi�11,Y�1111i�'�' dIN'IWIIA,11N'�91111VI�"1��"""�' 'll9NI;ou1II;I p1m �� I 1111 I I ISI +vu ul I I um I III �II III III�� uo�� II IIII 111 I. 11 I I II I I. I 1 I II Ido 1116 u m ovll �u Uw�l III.0 �1 1 IIII 1pglllllllll°�4j 111114141 gdlliYgl II I IIIVII�Ii�l�l ul�mmu1011111 a `u 'I''IN IdlYi' "" a !IM1I�VIIVVIIVI�I^IIVIII'11 H'I'Y"I�IIIIVVI uulVlfu I'I ulMn"Nd! dluW�il:' jl ''allllliii��illllllllllllllllllllll II I. I� I III'�II II�III�� Illllllllllllluuuuulllllllllllll IIIIIIII I VVI�11 VII I u I IIII ti Ilu III II 01 IIII YI Vfl tl I I I d II l 1^'II II I' Id' I Il�d 1 II II III °'J 1 I I n 11 I fi„11” V. I I I lu'im a �� -0II (IIIIIIII 1 , d.IIII 1 I� I� III II 181f1 11 �,h�,II ultlP III 7. II Va I 1i II �I I II, Illlla I.I � Ilol,�� l ��uV P I ��lirll�lolulr� d^ YY II N'' I lulu I IVI111111�111^III Nldl I, I t1YII�J, �4 „1� I„I , !„p��imllllll9l VI�I'IYI, �IIYIIIII I Y (I u�l!p,lu gIIVIIYu 1114 II �Ii11411I� . X1;''8 ;, x11' 1 '' "' m';',11, 111111111111 ""”iWll'�y�'awuwuuiuwwu�mu�w!�wu�uwlwwu�w IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111 uuuuuuuul��uuulllll�pV����������II�II�II uu111uouu1011llllllllllllllll ""ih'ii1%' IIIIIIIIIIII uuuuuuuuluu I,I,II uuuuuuuuuuuuuuuul ws'll �tuulluu a 111 111111111111 ul uuuuuiliil WIW'u uuuuuuuuuuuu '� n 1111111111111111111111111111111111111111 Ip IIIIIIII III 0000000000000l uluuuum 000000"IIII.. muuuuuuuuuuuuuuuuluuuuuuuuuul uIIIIIIIIIIII1111111111111111 IIIIIIIH�Irilillill�ll I (IIIIIIII V uuuuu uuuuuulllll;;l I I v uum 111111111 11111111111111111111111111111 1111111111111 11,IVII!V IViJ; ISI' 11111��11111 ii IW 11111'1 Illll ollllllll" 11111111111111111111, West of 3221 Osage Road Rezone from "A -i” to "R-2” Mike Brustkern Page 368 of 383 Brustkern Rezone Legal Description That part of the Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section No. 28, Township No. 89 North, Range No. 12 West of the 5th Principal Meridian, Black Hawk County, Iowa, described as follows: Commencing at the Southwest corner of said Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4); thence 889°1218"E 8" along the South line of said Southwest Quarter of the Southwest Quarter (SW 1/4 SW 1/4) 996.55 feet; thence NO°47'42"E 33.00 to the North right-of-way of Osage Avenue; thence continuing N0° 7'42'E 259.95 feet; thence S89°1 2118"E 255.14 feet; thence S1 '55'41"W 260.00 feet to said North right-of-way of Osage Avenue; thence N89° 218"W 250.00 feet along said North right- of-way lire of Osage Avenue to the point of beginning, containing 1.50 acres. Page 369 of 383 Rezone — West of 3221 Osage Road Looking northwest from Osage Road. Looking north from Osage Road ry41,111llIIIIIIjjfIIIIVYIIIIII IIIIIIIII ,,,lul„ oohlo Vtlllll oloIIIVIImdU l Ool1111111'111111'111111111 S+V, 19�g II�V ., I VU Ili VI11111111 ���St���lu�i�Ahi���t�u����4m�u�o��lll?����nW�,ml�iuV�v�IIh�IV���IIqu�N�lq';�;I�`NIINVl�1��Y�}11V"h�f)II�VflINu,I uuu��h,��� 11�!I 00000000i °1Ig � pmll ���','��Y���I�����I',�'I�IV�y1,YmV�1111�NI�IIm�16ViN�h91dVHI�hINIIfIl4r I ,,, {Illlluul I�� 'I ri,;mp, 3221 Osage Road 11 ,.III �I��y�ll`0iil�rr�d,ll'illl� ( Y �q yj ,II 1 VIII"'I 111111111 111111,111,1111111111111111111111 jll,l)Illlinuurrrrrriiiiii )INillllllrcildlulll111u1 Looking west along Osage Road. Page 370 of 383 APPLICATION FOR REZONING CITY OF WATERLOO PLANNING, PROGRA AND ZON 0 COMMISSION WATERLOO, IOWA 319.291.4366 1. APPLICATION INFORMATION: a. Applicant's name (please print): Mike Brustkem Address: 755 Sk3rview Road Phone: 319-239-8357 Fax: City: Waterloo State: IA Zip: 50703 b. Status of applicant: ( Owner / (b) Other (CHECK ONE): If other explain: Property owner's name if different than above (please print): Address: City: 2. PROPERTY INFORMATION: State: Phone: Fax: a. General location of property to be rezoned: North of Osage Avenue approximately 1,000 feet East of the intersection of Skyview Road and Osage Avenue b. Legal description of property to be rezoned: See Attached c, Dimensions of Proposed Zoning Boundary (Excluding Right of Way): Approx. 260 x 2551 d. Are of Proposed Zoning Boundary (Excluding Right of Way): 1.59 Acres e. Current zoning: A-1 - Agricultural District Requested zoning: f. Reason(s) for rezoning and proposed use(s) of property: To create a residentia -Residential District palcet Co ditions any) agreed to: h. Other pertinent information (use reverse side if necessary): Please Note: If applica t is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from rezone request). The filing fee of $300 + ,$10, per acre ($750 max) (payable to the City of Waterloo) is required (round amount down to nearest $10 increment). This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded far failure of said 'amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new 'filing fee, lithe request is denied no new petition covering the same or portion of the same property shall be file with or considered by the Planning, Program., ing, and Zoning Commission ntil four (4) .months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in : aking their decision. The undersigned authorize City Zoning Officials to enter the property in question in regards to the request. Signature of Ap Date Signature of Owner Page 371 of 383 CITY OF WATERLOO Council Communication Motion approving Change Order No. 2 with Boomerang Corporation, of Anamo sa, Iowa, resulting in an increase of $10,078.83, in conjunction with the Flow Equalization Facility Overflow Connection to Satellite, Contract No. 880, and authorize the Mayor to execute said document. City Council Meeting: 8/12/2019 Prepared: 8/6/2019 REVIEWERS: Department Reviewer Action Date Waste ` ...a.na m ent bow Tan, bii ian Approve( 8/6/2019.....PM Clerk Office E ven, I eAnn Approved 8/7/20119 10:37 AM ATTACHMENTS: Description Change )r e e No.2, Flow �� .aaiiz t ion a mday Connection `�u Overflow 4,...�onnec�tion toSal C1. i1 0 Memo a ..."c: M.y-or an Council . Submitted by: Recommended Action: Expenditure Required: Source of Funds: Type COV Coven- M.e��..: Submitted By: Brian Bowman, Treatment Operations Supervisor Approval of Change Order No.2 in the amount of $10,078.83 $10,078.83 Sewer Funds Page 372 of 383 AECOM July 31, 2019 Mr. Randy Bennett Waste Management Services 3505 Easton Avenue Waterloo, Iowa 50702 AECOM 501 Sycamore Street Suite 222 Waterloo, Iowa 50703 www.aecom.com Subject: Change Order No. 2 Flow Equalization Facility Overflow Connection to Satellite WPCF Waterloo, Iowa City Contract No. 880 AECOM #60507078 Dear Mr. Bennett: 319-232-6531 tel 319-232-0271 fax Enclosed please find Change Order No. 2 for the above -referenced project. The purpose of this change order is to power and control sump pumps in the metering manhole and the control valve manhole from the Blower Building at the Satellite Plant and via SCADA system. The contract documents called for a control cabinet that would no longer be required as controls would be routed to the Blower Building. It is recommended to move forward with this Change Order No. 2 in the amount of $10,078.83. If you have any questions or need additional information, please let us know. Thank you. Yours sincerely, Ross A. Hillsman, PE Enclosure: As Noted c: Boomerang Corporation P:\60507078\600_Construction_Support\670_Change-Orders\2019-7-31 Trnsmtl to Randy Bennett Waterloo FEQ Overflow - CO #2.docx Page 373 of 383 CHANGE ORDER NO. 2 Owner: City of Waterloo, Iowa Date: July 31, 2019 Project: Flow Equalization Facility Overflow Connection to Satellite WPCF Owner's Contract No.: City Contract No. 880 Contractor: Boomerang Corporation Date of Contract Start: November 27, 2017 $ Original Contract: $693,700 You are directed to make the following changes in the Contract Documents. Description: Add new conduit and wiring to run and control the sump pumps from the blower building in lieu of controlling them via local control cabinet. Deduct the costs for the control cabinet as originally indicated in the contract documents. Addition for Conduit and Wiring $11,328.83 Deduct for Control Cabinet $( 1,250.00) NET ADD $10,078.83 Reason for Change Order: The purpose of the change is to power and control the sump pumps in the metering manhole and the control valve manhole from the Blower Building at the Satellite Plant and via SCADA system. The contract documents called for a control cabinet that would no longer be required as controls would be routed to the Blower Building. A deduct is included for the cabinet. CONTRACT PRICE Original: $ 693,700.00 Original: Previous C.O.s (ADD/DEDUCT): $ 39,237.42 Previous C.O.s (ADD/DEDUCT): This C.O. (ADD/DEDUCT): $ 10,078.83 This C.O. (ADD/DEDUCT): Contract Price With All Approved Change Orders: $ 743,016.25 REVISED: CONTRACT TIMES (Calendar Days) To Substantial To Final Completion Completion Original Completion Date: May 31, 2018 Revised Completion Date: To Be Determined It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s) ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO APPROVED: By: City of Waterloo (Authorized Signature) ACCEPTED: By: Date: Boomerang Corporation (Authorized Signature) Date: P:A60507078\600_ConstructionSupport\670_Change-Orders\2019-07-31 -CO2-FEQ (002).docPage 1 of 1 AECOM 60507078 2 Project No. Change Order No. Page 374 of 383 ololvoloovo o August 6, 2019 CITY OF WATERLOO, IOWA WASTE MANAGEMENT SERVICES DEPARTMENT 3505 Easton Ave. • Waterloo, IA 50702 • (319) 291-4553 Memo to Waterloo Mayor and City Council: RE: Resolution Approving Change Order #2 Equalization Facility Overflow Connection to Satellite City Contract No.880 Background Discussion The purpose of this change order is to power and control sumps in the metering manhole and control valve manhole via the new SCADA system at the Treatment Facility. SCADA is a control system architecture that uses computers, networked data communications and graphical user interfaces for high-level process supervisory management. A deduct was provided for a control cabinet that is no longer required as the SCADA control will eliminate the need for that cabinet. Recommended Action It is recommended that the city council approve change order #2 in the amount of $10,078.83. Funding for this project is the sanitary sewer fund. Page 375 of 383 CITY OF WATERLOO Council Communication Request for Variance to Noise Ordinance from Main Street Waterloo on 8/10, 8/17, 8/31, 9/7, 9/14, 9/21, 9/28, from noon to 2:00 a.m., in conjunction with the W. 4th Street Bar District Ped Mall/Beer Garden Events, including street closure of W. 4th Street at Was hingto n/Bluff Street to Jefferson Street with the use of city barricades, street sweeper and picnic tables. City Council Meeting: 8/12/2019 Prepared: 8/2/2019 REVIEWERS: Department Reviewer Action Date "old, Depart lent is n,ym` e, Carlin Rejected 8/7/2019 Police Depart lent I ayne, Corbin Approved : /7/2019 019 ,,,,,,, : ,7 AM Police Depart -me ntane (,;...,oii bApprovedm.�m . 8/7/7019 9:29 AM w , (..,or Clerk Office [ �",ven, ,.. cA, mem n Approved 8/8/2019 ,,,,,,, :22 P M ATTACHMENTS: Description Type W1„th Bar District Cover Mc SUBJECT: Submitted by: Recommended Action: Summary Statement: Expenditure Required: Source of Funds: Recommendation to deny request due to length of event and the after 2:00 A.M closing time. Submitted By: Corbin Payne, Police Lieutenant Denial of request: Due to length of event and the after 2:00 A.M closing time This is a new event that has been set up by Main Street Waterloo. See attached memo. Cost of placing and retrieving barricades, cost of city street sweeper being requested after 2:00 A.M. cost of Liesure Services placing and retrieving picnic tables on each of the dates requested. General Policy Issue: none Decrease length of event and closure of event. Recommend event start later Alternative: in the afternoon so the street is not block so long every Saturday and for the closing time to be 11:00 P.M. Background Information: none Legal Descriptions: none Page 376 of 383 APPLIC PLIC ADDRESS: APPLIC ' S PHO CIPATED DATE OF APPLICATION FOR CE TO NOISE O 11 MAIN STREET WATERLOO - JESSICA RUCKER 212 E 4TH ST 3 19-291-2038 8/10, 8/17, 8/31 9/7, 9/ 14, 9/2.1, 9/28 W OF EVENT: 4th Bar District Ped MallGarden s OF DAY OF Road closure at noon, but noise variance fro HICAL LOCATIONOF NCE: W 4th St `ro DISC of ACTIVITYo 5motam Washington o Jefferson PROPERTIES: 1 block PLEASE T REQ G 'VARIANCE BE SPEC. INCLUDE GEOG CAL LOCATION, ON vimAT ACTUALLY EXCEED NOISE ORDINANCE, SUCH AS A BAND PLAYING,PA SYS ETC. e attached letter CITY O CIL, ACTION: APPROVAL: Date Police Dept Reco APPROVAL: DENIAL: DENIAL: DEC EL LEVEL: Page 377 of 383 Monday, July 29, 2019 RE: Street Closure for Ped Mali on West 4th Many of the summer, outdoor activities in Downtown Waterloo take place on the East side of the river. We have been looking for something unique we can do to bring people to downtown and enjoy the variety of life at night we have to offer. Main Street Waterloo is asking that City Council approve the closing of W 4th St, between Washington and Jefferson on Saturday, August 10, 17, 31, and September 7, 14, 21, and 28 to create a Ped Mall/Beer Garden. We have spoken with Planning & Zoning, the Street Department, Fire, Police, Leisure Services, members of City Council, and business owners to ensure all concerns have been addressed. The Request: • We would like to close W 41h St at Washington and at Jefferson, at noon to begin set up. The streets will be reopened at bar close. Could Leisure Services drop 5 picnic tables on Friday afternoons (8/9, 8/16, 8/30, 916, 9/13, 9/20, 9/27) outside of the Dough Joeys location to be set up in the street? • Could the Street Department drop 4 barricades at 4th and Jefferson, 4 barricades at 41h and Washington, 2 barricades at Broken Record, and 2 barricades at Behar Bar on Friday afternoons (8/9, 8/16, 8/30, 9/6, 9/13, 9/20, 9/27)? • We would like to put signs on the meter on Friday evening that say No Parking Saturday after Noon. There is no charge during this time, so there will be no lost parking revenue. • Could the street sweeper go through after the road has been reopened each week? The street sweeper does this already, but has to go around cars that are left over night Having the street closed will make it easier for the street sweeper. Could the police do their normal patrol', but walk that block rather than drive that block? Logistics: • We will be adding these dates as an event to the Main Street Waterloo insurance policy. • Main Street Waterloo will provide additional garbage cans. • Main Street Waterloo and business owners will set up, tear down, and clean up each week. O Main Street Waterloo will work with the business owners to advertise these nights, and get the word out where patrons can park. Parking will be suggested under the overpass. O We will invite 2-5 Food Trucks each week. O There will be outdoor ga es and activities in the street. • Everything will be set up so that emergency vehicles can get though if needed. • The area will have a beer garden feel, but no alcohol will be sold outside. Once IN and served inside of an establishment, they can sit outside and play games, listen to music, or grab a bite to eat. • Each bar is responsible for IDing whomever they serve. • Because the bars will be open rain or shine, and people are hungry rain or shine, we will set up rain or shine. TREET 1D Li) A MAIN STREET AMERICA' Page 378 of 383 We are requesting a noise variance as well — there may be nights we have live entertainment in the street. It will be entertainment that will not distract what is happening inside of each establishment, but will create a fun environment to be outside. Andrew Robeson, owner Kings & Queens, will be the main contact each night with Jessica Rucker, Main Street Waterloo, as the backup contact. Follow Up; • Each week, Main Street 'Waterloo and Andrew Robeson will touch base with the business owners to ensure things are going smoothly. • At the end of the season, Main Street Waterloo will speak with the business owners, Fire, Police, Streets Department, etc, to get feedback. We will take that feed back to determine if this is something to continue in 2020, and what can be done differently. Main Street Waterloo is dedicated to maintaining and enhancing the vitality of our downtown center and this project fits into our mission. With several life at night businesses, and a couple of new ones on that block, we le& this will be a great way to draw people to downtown and show that it is a safe, and inviting place where people want to live, work and play. Your truly, Jessica Rucker Executive Director Main Street Waterloo *...—,r\AAIN STREET I 0 A AMmAIENRS JAREET Page 379 of 383 CITY OF WATERLOO Council Communication Waterloo Housing Authority Board minutes of 07/22/2019. City Council Meeting: 8/12/2019 Prepared: REVIEWERS: Department Reviewer Action Elousing Authority M ycr, Sonia Approve Clerk Office Ihghy Nancy Approve ATTACHMENTS: Description .WIT A 'Minutes 07-22-2019 Type Cover "Memo Date 7/31/2 :27 PM 8/6/201 9 1 2 P M SUBJECT: Waterloo Housing Authority Board minutes of 07/22/2019. Submitted by: Submitted By: Julie Dawson, Executive Director Page 380 of 383 WATERLOO HOUSING AUTHORITY, Governing Board Special Meeting Minutes Monday July 22, 2019 at 5:00 PM Harold E. Getty Council Chambers — Waterloo City Hall Members Present: Klein, Morrissey, Amos, Juon, Schmitt, Feuss, Hand Motioned by Juon, seconded by Schmitt, to approve minutes of the May 20, 2019 meeting, the minutes from the June 10, 2019 special meeting, and the agenda as proposed. Ayes: All Motion: Carried. New Business Motioned by Juon, seconded by Amos to approve a resolution to accept the 2019 HUD Capital fund grant in the amount of $68,202.00. Ayes: All Motion: Carried Motioned by Juon, seconded by Amos to award a bid proposed by Stickfort Electric Company for the removal of the call - for -aid system at Ridgeway Towers Apartments in the amount of $1.904.00. Concerns were raised regarding whether the tenants will still have access to an emergency response system. Julie Dawson indicated that many residents already have a Lifeline, and those that do not may be eligible for a free one through Medicaid. Additionally, this system has only been used twice in the past 3 years as it does not contact emergency personnel, merely flashes in the entryway of the building. A passerby would need to notice it to be able to respond. Ayes: All Motion: Carried Motioned by Juon, seconded by Amos to award a bid proposed by Schumacher Elevator Company for state code required upgrades for the Ridgeway Towers elevator in the amount of $3,380.00. Ayes: All Motion: Carried Motioned by Juon, seconded by Amos to approve a travel request for FSS Coordinator Beverly Cosby to attend the 2019 FSS Coordinators meeting/training in Urbandale, Iowa on October 4, 2019 with amount not to exceed $90.00. Ayes: All Motion: Carried Motioned by Juon, seconded by Amos to approve a resolution to place on file the 2019 Section 8 Management Assessment Program (SEMAP) Annual Evaluation. Ayes: All Motion: Carried Motioned by Juon, seconded by Amos to place on file the Housing Authority report including the Leasing, HAP, and Administrative Fee Utilization Report. Ayes: All Motion Carried. Motioned by Juon, seconded by Amos to adjourn the meeting. Ayes: All Motion: Carried SAE Page 381 of 383 CITY OF WATERLOO Council Communication Communication from the Legal Department on the notice of the conclusion of employment for David R. Zellhoefer, City Attorney, effective August 2, 2019 with recommendation of approval of payout of $15,352.50 for unused benefits. City Council Meeting: 8/12/2019 Prepared: REVIEWERS: Department Reviewer Action Date Human �.�n i . iso ,. rces .Dunn, .....,ance Approvc 8/7/2019 1.SMI[ C e rk O.icefisyy'Nancy i Approved 8/7/2019 ....., 9:26 AM ATTACHMENTS: Description SUBJECT: Type Communication from the Legal Department on the notice of the c o nc lus io n of employment for David R. Z ellho efer, City Attorney, effective August 2, 2019 with recommendation of approval of payout of $15,352.50 for unused benefits . Submitted by: Submitted By: Page 382 of 383 CITY To: City Council Members Re: Notice of Severance epartment mg F WATE LOD, IOWA CITY HALL Legal 715 MULBERRY STREET 50703 Today's Date: 8/6/2019 Effective Date: 8/2/2019 Employment Date: 2/3/2003 Job Title/Classification City Attorney This is to report that the employment of David R. Zeiler with the City of Waterloo has been severed by reason of: El Retired Disability Related LA No 0 Yes Resigned Termination Other In accordance with City Policy, it is requested to allow payment which consists of the following: Comments: Benefits Total Hours (x) Hourly Rate Total Payout Vacation -Accrued , 63 57.50 3622.50 Vacation -Current 154 $ 57.50 ' $ 8,855.00 Usable Sick Leave 8 $ 57.50 (x) 25% $ 115.00 Frozen Sick Leave 48 $ 57.50 (x) 60% $ 2,760.00 Personal Hours Comp Time Pay $ - Unscheduled Leave Other Pay $ Total Payment $ 15,352.50 Approved by Human Resourc Date 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 Council Agenda Date: 0 Accruals LiStatus 0.9 Updated 6/28/11 Page 383 of 383