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HomeMy WebLinkAboutCouncil Packet - 8/24/2020 THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, REGULAR SESSION TO BE HELD AT THE HAROLD E. GETTY COUNCIL CHAMBERS Monday, August 24, 2020 5:30 PM CITY OF WATERLOO GOALS 1. Support the creation of new, livable wage jobs through a balanced economic development approach of assisting existing businesses, fostering start-ups, attracting new employers and cultivating an adequate workforce. 2. Implement a Community Policing strategy that creates a safe environment in Waterloo. 3. Reduce the City's property tax levies through a responsible balance of cost reduction in City operations and increases in taxable property valuations to ensure that Waterloo is a competitive, affordable, and livable city. 4. Enhance the image of Waterloo and the City to residents and businesses inside and outside of the community. General Rules for Public Participation 1. At the chair/presiders discretion, you may address an item on the current agenda by stepping to the podium, and after recognition by the chair/presider, state your name, address and group affiliation(if appropriate) and speak clearly into the microphone. 2. You may speak one(1)time per item for a maximum of five(5)minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. on the day of the Council Meeting. If not registered with the City Clerk's office you may speak one(1)time per item for a maximum of three(3)minutes. 3. If there is a hearing scheduled as part of an agenda item, the chair/presider will allow everyone who wishes to address the council, using the same participation guidelines found in these "general rules". 4. Although not required by city code of ordinances, oral presentations may be allowed at the chair/presider's (usually the Mayor or Mayor Pro Tem)discretion. The "oral presentations" section of the agenda is your opportunity to address items not on the agenda. You may speak one(1)time for a maximum of five(5)minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. on the day of the Council Meeting. If not registered with the City Clerk's office a speaker may speak to one(1) issue per meeting for a maximum of three(3)minutes. Official action cannot be taken by the Council at that time, but may be placed on a future agenda or referred to the appropriate department. 5. Keep comments germane and refrain from personal, impertinent or slanderous remarks. 6. Questions concerning these rules or any agenda item may be directed to the Clerk's Office at 291-4323. 7. Citizens are encouraged to register with the Clerk's Office by 4:00 p.m. on Monday of the day of the City Council meeting to appear before the City Council(may also register by phone). Registered speakers will be given first priority. Page 1 of 595 Roll Call. Prayer or Moment of Silence Pledge of Allegiance Martin Petersen, City Attorney Agenda, as proposed or amended. Minutes of August 17, 2020, Regular Session, as proposed. Proclamation declaring August 24-28, 2020 as Cedar Valley United Way Week. Proclamation declaring September 2020 as Suicide Prevention and Recovery Month. 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 cancellation of assessment for 219 Virden Street, in the amount of $3,070, and authorize City Clerk to notify Black Hawk County Treasurer of said cancellation. Submitted By: Kelley Felchle, City Clerk 3. Resolution approving preliminary specifications, bid documents, etc., setting date of bid opening as September 10, 2020 and date of public hearing as September 14, 2020, in conjunction with the purchase of one (1) and up to three (3), 2020 or newer, Wheel Loader V Plow(s) with Wing, and instruct the City Clerk to publish said notice. Submitted By: Randy Bennett, Public Works Division Manager 4. Resolution approving completion of project and recommendation of acceptance of work, for work performed by B & B Builders and Supply, of Waterloo, Iowa, at a total cost of $491,177.60, in conjunction with the FY 2020 Sidewalk Repair Assessment Program - Zone 9, Contract No. 981, and receive and file two-year maintenance bond. Submitted By: Jamie Knutson, PE, City Engineer Page 2 of 595 5. Motion approving Final Quantity Summary for a net decrease of $150,975.26 in conjunction with the FY 2020 Sidewalk Repair Assessment Program - Zone 9, Contract No. 981, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Wayne Castle, PLS, PE, Associate Engineer 6. Resolution approving preliminary plans, specifications, bid documents, etc., setting date of bid opening as September 10, 2020, and date of public hearing as September 14, 2020, in conjunction with the Final Clarifier No. 3 Dewatering Wells Contract No. 1032, and instruct the City Clerk to publish said notice. Submitted By: Matthew Hosford, Collections System Project Director 7. Resolution setting date of public hearing as September 8, 2020 to approve a request by A & T Trucking, LLC, for a Site Plan Amendment to the "M-2, P" Planned Industrial District, to construct a new 4,350 square-foot trucking facility, located south of 2280 Northeast Drive, and instruct the City Clerk to publish said notice. Submitted By: Noel Anderson, Community Planning and Development Director 8. Resolution setting date of public hearing as September 8, 2020 to authorize the sale and conveyance of property located at the southeast corner of MLK Jr. Drive and Northeast Drive, to A & T Trucking, LLC, in the amount of $1.00, and to approve a Development Agreement and Minimum Assessment Agreement for the development of a 4,350 square-foot building, and instruct the City Clerk to publish said notice. Submitted By: Noel Anderson, Community Planning and Development Director 9. Resolution approving request of Mack Stanley for a waiver for a concrete driveway, located at 920 Short Street (approach will be on Butler Street), and authorize the construction of a concrete driveway and placing a driveway or sidewalk on city right-of-way on an unimproved street. Submitted By: Jamie Knutson, PE, City Engineer 10. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as September 10, 2020 and date of public hearing as September 14, 2020, in conjunction with the FY 2021 Hope Martin Park Shelter Reconstruction, Contract No. 1028, and instruct the City Clerk to publish said notice. Submitted By: Matt Schindel, Associate Engineer 11. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as September 10, 2020 and date of public hearing as September 14, 2020, in conjunction with the Waterloo Regional Airport, Water Main Improvements Phase I Project, Contract No. 1033, and instruct the City Clerk to publish said notice. Submitted By: Wayne Castle, PLS, PE, Associate Engineer B. Motion to approve the following: 1. TRAVEL REQUESTS a. Luke Even, Philip Thompson, Glenn Bearbower, Robert Thompson - Forestry Class/Meeting: Rigging for Arboriculture Workshop Destination: Cedar Rapids IA Page 3 of 595 Dates: September 17, 2020 Amount not to exceed: $458 b. Officer John Koontz Class/Meeting: Defensive Tactics Instructor School Destination: Des Moines, IA Dates: September 24-28, 2020 Amount not to exceed: $1,020 1. LIQUOR LICENSES a. Bamboo Ridge Campground, 4550 Hess Rd. Class: B Wine/ C Beer Renewal Application Includes Sunday Expiration Date: 9/14/2021 b. Family Dollar Store #21424, 1120 Franklin St. *Ownership Update* Class: B Wine/ C Beer New Application Includes Sunday Expiration Date: 8/8/2021 C. Lark Brewing, 3295 University Ave. Class: C Liquor w/Outdoor Service and Brew Pub Renewal Application Includes Sunday Expiration Date: 8/29/2021 d. Narey's 19th Hole, 2073 Logan Ave. Class: C Liquor Renewal Application Does not include Sunday Expiration Date: 8/22/2021 2. Motion approving request of Habitat for Humanity for an extension to repair sidewalks at 312 Clay Street (CN 132) and a vacant lot in the 300 block of Clay Street (PIN 8913-24-162-002). Submitted By: Wayne Castle, PLS, PE, Associate Engineer 3. Motion approving Change Order No. 2 from Peterson Contractors, Inc., of Reinbeck, Iowa, for a net increase of$26,173.20, in conjunction with the FY 2020 Newell Street RISE Project, Contract No. 991, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Matt Schindel, Associate Engineer 4. Motion approving Change Order No. 1 from Strand and Associates, of Madison, Wisconsin, for a net increase of $32,215.10, in conjunction with the Wastewater Treatment Plant Biosolids Modification Project, Contract No. 994, and authorizing the Mayor to execute said document. Submitted By: Brian Bowman, Treatment Operations Supervisor 5. Motion approving Change Order No. 2 from Cardinal Construction, of Waterloo, Iowa, for a net increase of $3,763.58, in conjunction with the 5 Sullivan Brothers Convention Center Penthouse Chiller Project, and authorizing Mayor to execute said document. Page 4 of 595 Submitted By: Noel Anderson, Community Planning and Development Director 6. Motion approving Change Order No. 3 from Cardinal Construction, of Waterloo, Iowa, for a net increase of $902.36, in conjunction with the 5 Sullivan Brothers Convention Center Penthouse Chiller Project, and authorizing the Mayor to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director RESOLUTIONS 2. Resolution approving and accepting a temporary construction easement and permanent easement with Allen and Angie Alcorn, in the amount of$22,875, and reimbursement of legal fees not to exceed $500, in conjunction with the Arden Creek Drainage Improvements Project, located north of 2920 Bedard Drive, and authorizing the Mayor and City Clerk to execute said documents. Submitted By: Noel Anderson, Community Planning and Development Director 3. Resolution approving an Early Occupancy Agreement with Camay Nichole Smith to allow occupancy of 219 Newell Street on September 4, 2020, prior to closing, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning and Development Director 4. Resolution approving Amendment to the City/State Funding Agreement, increasing funds from $1,080,000 to $1,480,000, for Federal-Aid Swap Funding, in conjunction with the FY 2021 LaPorte Road/Hess Road Improvements, Phase I, Contract No. 1016, as part of the Department of Transportation's Surface Transportation Block Grant Program, and authorizing the Mayor to execute said document. Submitted By: Jamie Knutson, PE, City Engineer 5. Resolution requesting reimbursement for eligible costs related to the COVID-19 public health emergency from the Iowa COVID-19 Government Relief Fund. Submitted By: Michelle Weidner, Chief Financial Officer 6. Resolution approving a Consolidated Public Safety Communications 28E Agreement with Black Hawk County, Cedar Falls, Evansdale, Hudson, La Porte City, Dunkerton, and Gilbertville, and authorizing the Mayor to execute said documents. Submitted By: Dave Mohlis, Police Captain 7. Resolution concurring with the determination of the Community Planning and Development Director that a new 15,636 square foot office building with a 74 stall parking lot within the "R-4,R-P" Planned Residence District on a portion of Lot 3, Country Club Business Center Addition, located west of 836 Tower Park Drive is minor, and shall be approved as a Minor Site Plan Amendment. Submitted By: Noel Anderson, Community Planning and Development Director 8. Resolution approving an Early Access Agreement with A & T Trucking, LLC to allow earth-moving activities in preparation of development of the site south of 2280 Northeast Drive, and authorizing the Mayor and City Clerk to execute said document. Submitted By: Noel Anderson, Community Planning & Development Director Page 5 of 595 9. Resolution ordering the Waterloo Police to develop a new insignia. Submitted By: Jonathan Grieder, Ward 2 Council member ORDINANCES 10. An ordinance amending the policies, practices, and duties of the Waterloo Police Department. Motion to receive, file, consider, and pass for the first time an ordinance amending the City of Waterloo Code of Ordinances by repealing Article A, Police Department, of Chapter 6, Municipal Departments, Title 1, Administration, and enacting in lieu thereof a new Article A, Police Department, of Chapter 6, Municipal Departments, Title 1, Administration. Motion to suspend the rules. Motion to receive, file, consider, and pass for the second and third times and adopt said ordinance. Submitted By: Mayor Quentin Hart 11. An ordinance enacting a new changing station requirement to certain facilities. Motion to receive, file, consider, and pass for the second time an ordinance amending the City of Waterloo Code of Ordinances by enacting a new Section 6, Changing Stations, of Chapter 1, Building Code, Title 9, Building Regulations. Motion to suspend the rules. Motion to consider and pass for the third time and adopt said ordinance. Submitted By: Jonathan Grieder, Ward 2 Council member ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk MEETINGS 3:40 p.m. Council Work Session, Harold E. Getty Council Chambers 5:10 p.m. Finance Committee, Harold E. Getty Council Chambers PUBLIC INFORMATION 1. Leisure Services Commission minutes of July 14, 2020. 2. Community Development meeting minutes - July 2020. 3. Waterloo Housing Authority Board minutes of July 20, 2020. Page 6 of 595 CITY OF WATERLOO Council Communication Minutes of August 17, 2020, Regular Session, as proposed. City Council Meeting: 8/24/2020 Prepared: ATTACHMENTS: Description Type ❑ Minutes of August 17, 2020 Backup Material Submitted by: Submitted By: Page 7 of 595 August 17, 2020 The Council of the City of Waterloo, Iowa, met in Regular Session at Harold E. Getty Council Chambers, Waterloo, Iowa, at 5:30 p.m., on Monday, August 10, 2020. Mayor Quentin Hart in the Chair. Roll Call: Boesen, Amos, Morrissey, Feuss, Grieder, Juon joined the meeting by telephone. Mrs. Klein was present. Prayer or Moment of Silence. Pledge of Allegiance: Joe Leibold, Police Major 158957 - Juon/Feuss that the Agenda, as proposed, for the Regular Session on Monday, August 17, 2020, at 5:30 p.m., be accepted and approved. Voice vote-Ayes: Seven. Motion carried. 158958 - Juon/Feuss that the Minutes, as proposed, for the Regular Session on Monday, August 3, 2020, at 5:30 p.m., be accepted and approved. Voice vote-Ayes: Seven. Motion carried. Proclamation declaring August 16-22, 2020 as Water and Wastewater Workers Week. ORAL PRESENTATIONS Cathy Mahoney, 1400 Denver Street, commented that the African American community has made it known that they find the symbol of the griffin oppressive. Mrs. Klein commented that Ms. Mahoney's comments were a rant and that the noble service of police officers present and past should not be questioned and allowed to happen. Mayor Hart commented that we do not want to have a correlation painting all officers as bad apples. Mr. Feuss thanked Mayor Hart and the Traffic Department for helping the City of Cedar Rapids recover from the derecho that happened on August 10. A Derecho is a long-lived straight-line windstorm that is part of a line of powerful thunderstorms. Derechos can produce winds that are equivalent or exceed hurricane force winds. Mr. Boesen requested an update on where the city is at with paving Jefferson Street. Jamie Knutson, City Engineer, provided an update on the project. Mr. Boesen questioned if this is K. Cunningham Construction. Jamie Knutson confirmed. Mr. Boesen commented that the streets are used regularly and hoped that they can be opened quickly. He further commented on the new pothole-filling machine and questioned what would be a reasonable time to pick up the gravel after the repair is made. Randy Bennett, Public Works Director, explained that typically staff would sweep up the gravel within a few weeks but explained that if the condition of the road is bad, the gravel needs to stay on longer so it has time to seal into the joints and seams. Mr. Boesen questioned if the schedule for street sweeping will be changed to not run at the same time as garbage pick-up. Randy Bennett confirmed they are currently working on changing the schedule. Mr. Morrissey clarified comments made by Ms. Mahoney. He added that he will be bringing four resolutions and two ordinances, one 8-page and another one that is shorter, to the City Clerk. He requested for a work session next week and asked that the Mayor's ordinance presented in a work session this week be postponed until his items can be discussed. Mrs. Juon questioned how long the work session would need to be in order to address his items. Page 8 of 595 August 17, 2020 Page 2 Mr. Morrissey stated that it would take several work sessions. Mr. Grieder commented that his comments during the works session about removing the police department griffin symbol were quickly muddied, as this is a passionate issue. He further clarified that he respects our police officers and police chief, and in no way intended for them to be broad brushed. He explained that his recommendation to remove the patch and replace it with a different symbol is to ensure that every citizen is comfortable with his or her interactions with the police. Mrs. Klein questioned why the list of houses to be demolished or have asbestos addressed do not include a house in the 800 block of Williston. Noel Anderson, Community Planning and Development Director, explained that someone had shown interest to rehabilitate the property, but last week the severity of the damage to the home has prompted its demolition instead. Mayor Hart questioned when it would be coming to the agenda so that Mrs. Klein can let the residents know. Noel Anderson commented that it would be on the agenda in the coming weeks. Mayor Hart provided an update on census numbers and encouraged citizens to complete the census. 158959 - Juon/Grieder that the above oral comments be received and placed on file. Voice vote-Ayes: Seven. Motion carried. CONSENT AGENDA 158960 - Juon/Grieder that the following items on the consent agenda be received,placed on file and approved: a. Resolutions to approve the following: 1. Resolution approving Finance Committee Invoice Summary Report, dated August 17, 2020, in the amount of$4,018,054.51, a copy of which is on file in the City Clerk's office, together with recommendation of approval of the Finance Committee. Resolution adopted and upon approval by Mayor assigned No. 2020-586. 2. Resolution approving preliminary plans, specifications, form of contract, etc., resetting date of bid opening as August 27, 2020 and date of public hearing as September 8, 2020, in conjunction with asbestos abatement services at 120 Center Street, Contract#AB-2020-08- 1P, and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2020-587. 3. Resolution approving preliminary plans, specifications, form of contract, etc., resetting date of bid opening as August 27, 2020 and date of public hearing as September 8, 2020, in conjunction with asbestos survey services at 915 Linden Avenue, 725 Glenwood Avenue, 123 E. Parker Street, 114 E. 10th Street, 105 East 11th Street, 413 Wellington Street, 409 Wellington Street, 663 Kern Street, and 214 Cottage Street, Contract#AS-2020-08-9P and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2020-588. 4. Resolution approving preliminary plans, specifications, form of contract, etc., resetting date of bid opening as August 27, 2020 and date of public hearing as September 8, 2020, in conjunction with asbestos abatement services at 118 Shilliam Avenue, 179 Rebecca Lane, 514 Johnson Street, 100 E. 9th Street, 1004 Fulton Street, 1100 Sycamore Street, 2127 E. 4th Street(Former St. Mary's Church and School), and 1809 Black Hawk Street, Contract #AB-2020-08-8P, and instruct the City Clerk to publish notice. Page 9 of 595 August 17, 2020 Page 3 Resolution adopted and upon approval by Mayor assigned No. 2020-589. 5. Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as September 3, 2020 and date of public hearing as September 8, 2020, in conjunction with demolition services, Contract#D-2020-08-1P at 120 Center Street, and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2020-590. 6. Resolution setting date of public hearing as September 8, 2020, for the sale and conveyance of city owned property located at 219 Newell Street, in the amount of$139,900, to Camay Nichole Smith, and instruct the City Clerk to publish notice. Resolution adopted and upon approval by Mayor assigned No. 2020-591. 7. Resolution setting a date of public hearing as September 8, 2020, to approve a Project Addendum to Agreement for Residential Housing Construction with Hawkeye Community College, authorizing the sale and conveyance of Lot 10 in Block 1 of Mansons Second Addition to Hawkeye Community College for the value of services that Hawkeye Community College will provide for the project, and instruct the City Clerk to publish said notice. Resolution adopted and upon approval by Mayor assigned No. 2020-592. 8. Resolution approving the request of Bonniesue W. Joy, for tax exemptions on the construction of a new garage valued at $24,200, for property located at 730 Knoll Avenue, and located in the Consolidated Urban Revitalization Area(CUBA). Resolution adopted and upon approval by Mayor assigned No. 2020-593. 9. Resolution approving the request of Jocelyne Kelly for tax exemptions on the construction of a single duplex unit valued at$159,900, for property located at 821 Grindstone Circle, and located in the City Limits Urban Revitalization Area(CLURA). Resolution adopted and upon approval by Mayor assigned No. 2020-594. 10. Resolution approving the request of Jocelyne Kelly for tax exemptions on the construction of a single duplex unit valued at$159,900, for property located at 823 Grindstone Circle, and located in the City Limits Urban Revitalization Area(CLURA). Resolution adopted and upon approval by Mayor assigned No. 2020-595. 11. Resolution approving the request of Jason Cremeans for tax exemptions on the construction of a single family home valued at$326,646, for property located at 1446 Audubon Drive, and located in the City Limits Urban Revitalization Area(CLURA). Resolution adopted and upon approval by Mayor assigned No. 2020-596. 12. Resolution approving the request of Josh Nowicki for tax exemptions on the construction of a single family home valued at $321,500 for property located at 1835 Waxwing way, and located in the City Limits Urban Revitalization Area(CLURA). Resolution adopted and upon approval by Mayor assigned No. 2020-597. 13. Resolution approving the request of Brian Werner for tax exemptions on the construction of a single family home valued at $245,000, for property located at 3135 Osage Avenue, and located in the City Limits Urban Revitalization Area(CLURA). Resolution adopted and upon approval by Mayor assigned No. 2020-598. Page 10 of 595 August 17, 2020 Page 4 14. Resolution approving the request of Lori Honermann for tax exemptions on the construction of a single family home valued at$470,000, for property located at 4835 Shelley Court, and located in the City Limits Urban Revitalization Area(CLURA). Resolution adopted and upon approval by Mayor assigned No. 2020-599. 15. Resolution approving submission of a US Department of Justice Assistance Grant application, in the amount of$44,769, with no City match, in conjunction with the purchase of a police Mobile Crisis Response vehicle and related equipment. Resolution adopted and upon approval by Mayor assigned No. 2020-600. 16. Resolution approving submission of a U.S. Department of Housing and Urban Development Lead Hazard Control and Healthy Homes Grant application, in the amount of$3,700,000, with a match of$280,000 in Community Development Block Grant funds, to be used during a 3.5-year grant cycle. Resolution adopted and upon approval by Mayor assigned No. 2020-601. 17. Resolution approving request of Daria T. Shahriari for a waiver for a concrete driveway, located at 1628 W. 2nd Street, 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. 2020-602. 18. Resolution approving request of Harvey Parcel for a waiver for an asphalt driveway, located at 1834 Lorraine Avenue (approach off Wisconsin Street), with the elimination of the sidewalk section for asphalt driveways. Resolution adopted and upon approval by Mayor assigned No. 2020-603. 19. Resolution approving request of Fred Levy Jr., for a waiver for an asphalt driveway, located at 2112 City View Street, with the elimination of the sidewalk section for asphalt driveways. Resolution adopted and upon approval by Mayor assigned No. 2020-604. 20. Resolution approving request of Robert Stirm for a waiver for an asphalt driveway, located at 1920 Locke Avenue, with the elimination of the sidewalk section for asphalt driveways. Resolution adopted and upon approval by Mayor assigned No. 2020-605. 21. Resolution approving award of bid to Baker Enterprises, Inc., of Waverly, Iowa, in the amount of$869,439, and approving the contract, bonds, and certificate of insurance, in conjunction with the FY 2020 Warp Drive RISE Project, Contract No. 977, and authorizing the Mayor to execute said documents. Resolution adopted and upon approval by Mayor assigned No. 2020-606. 22. Resolution approving award of bid to Kidder Construction of Waterloo, Iowa, in the amount of$302,574, and approving the contract, bonds and certificate of insurance, in conjunction with the Public Works Truck Wash Project, and authorizing the Mayor to execute said document. Resolution adopted and upon approval by Mayor assigned No. 2020-607. 23. Resolution approving preliminary specifications, form of contract, etc., resetting date of bid opening as August 27, 2020 and resetting public hearing as September 8, 2020, in conjunction with the 5 Sullivan Brothers Convention Center Addition and Lobby Renovation Project, and instruct City Clerk to publish said notice. Resolution adopted and upon approval by Mayor assigned No. 2020-608. b. Motion to approve the following: Page 11 of 595 August 17, 2020 Page 5 1• Travel Requests Name & Title Amount of Personnel Class/Meeting Destination Date(s) not to Exceed a. Inv. Tyler and Inv. Homicide investigation in Haltom City, July 25-28, $2,366.91 McFarland Haltom City, Texas Texas 2020 conducted by Inv. Jeff Tyler and Dave McFarland. b. Chris Ferguson, Arson K9 re-certification. Omaha, NE September 7- $795 Fire Marshal 11, 2020 c. Mindy Smith, CDBG Basics Online and Online September 15 - $300 Intake Specialist Certification October 8 (Tuesdays and Thursdays) 2 hours per da d. Wayne Castle, IStorm 2020 Storm Water Online October 28-29, $250 Associate Conference 2020 Engineer; Sarah Kempen, Storm Water Specialist e. Rusty Zey, Randy Live Aircraft Fire -Hot Eastern September 21- $1,800 Shepard, Troy Burn Training Iowa 22, 2020 Deeds, Chris Airport, Preston; Airport Cedar Ops/ARFF Rapids, Personnel Iowa 2• Approved Beer, Liquor, and Wine Applications Name &Address of Business Class New or Expiration Includes Renewal Date Sunda a. Longhorn Steakhouse#5374, C Liquor Renewal 8/31/2021 x 1425 E. San Marnan Dr. b. Kwik Star#229, 1717 E. San B Wine and C Beer Renewal 9/24/2021 x Marnan Dr. c. Chilitos Mexican Bar and C Liquor and Outdoor Renewal 8/7/2021 x Grill, 441 E. Tower Park Dr. Service d. Landmark Commons, 1400 A Liquor, Outdoor New 7/31/2021 x Maxhelen Blvd. service e. Family Dollar Store#21424, B Wine/C Beer Renewal 8/8/2021 x 1120 Franklin St. f. Mama Nick's Circle Pizzeria, C Liquor Renewal 9/9/2021 x 1934 Washington St. 3. Mayor Hart's recommendation of the following appointments: Appointee Board/Commission Expiration Date New or Re-Appointment John Chiles Community Development Board August 14, 2023 Re-Appointment David Deeds Airport Board June 30, 2024 New 4. Motion to approve Solicitation Registration Application by Mike Mrzlak on behalf of AMVETS Post 31, 706 Colleen Ave., Evansdale,to raise funds for veterans,honor flight, East High School Jr. ROTC, and West High School Jr. ROTC. Page 12 of 595 August 17, 2020 Page 6 5. Motion to approve Change Order No. 1, adding $779.74 to the existing project total, to Woodruff Construction, LLC, of Waterloo, Iowa, for the removal of additional Asbestos Containing Building Materials (ACBM's) found in Hangar No. 4 at Waterloo Regional Airport, and authorizing the Mayor to execute said documents. 6. Motion to approve request of JSA Development, LLC, for an extension to repair sidewalks at the following locations: 301 East 4th Street(CN 22), 323-329 East 4th Street(CN 23), 510-512 Mulberry Street (CN 342), 500 block Sycamore Street(CN 408), 500 block Sycamore Street(CN 409), and 500 block Sycamore Street(CN 410). 7. Motion to approve request of Pendulum Properties, LLC, for an extension to repair sidewalks at 517- 521 Lafayette Street(CN 269). 8. Motion to approve request of JSA Development, LLC, for an extension to repair sidewalks at 425 Franklin Street(CN 221). 9. Recommendation of appointment of Nicholas Schissel to the position of Downtown Area Maintenance Il in the Leisure Services Department, effective August 25, 2020. 10. Bonds. Roll call vote-Ayes: Seven. Motion carried. PUBLIC HEARINGS The following hearings were cancelled and will be scheduled for a later date: • Five Sullivan Brothers Convention Center Addition and Lobby Renovation Project • Asbestos abatement services at 120 Center Street • Asbestos abatement services at 118 Shilliam Avenue, 179 Rebecca Lane, 514 Johnson Street, 100 E. 9th Street, 1004 Fulton Street, 1100 Sycamore Street, 2127 E. 4th Street (Former St. Mary's Church and School), and 1809 Black Hawk Street • Asbestos survey services at 915 Linden Avenue, 725 Glenwood Avenue, 123 E. Parker Street, 114 E. 10th Street, 105 East IIth Street, 413 Wellington Street, 409 Wellington Street, 663 Kern Street, and 214 Cottage Street RESOLUTIONS 158961 - Morrissey/Grieder that "Resolution approving 28E Agreements with Elk Run Heights, Cedar Township, and East Waterloo Township,to provide fire and EMS protection, and authorizing the Mayor and City Clerk to execute said documents", be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-609. 158962 - Morrissey/Grieder that "Resolution approving a Professional Services Agreement with ProWest and Associates, of Walker Minnesota, in the amount of $22,286.27, in conjunction with programming in ArcGis to provide the Engineering Department a digital solution for inspecting, tracking, and project management of the annual sidewalk program, and authorizing the Mayor to execute said document", be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-610. 158963 - Morrissey/Grieder that "Resolution approving Supplemental Agreement No. 3, to the Professional Services Agreement with HR Green, Inc., of Cedar Rapids, Iowa, originally executed April 6, 2020, in an amount not to exceed $8,180, in conjunction with the FY 2021 Shaulis Road Reconstruction - Hess Road to Hwy. 218 Project, Contract No. 1020, and authorizing the Mayor to execute said document", be adopted. Roll call vote-Ayes: Seven. Motion carried. Page 13 of 595 August 17, 2020 Page 7 Resolution adopted and upon approval by Mayor assigned No. 2020-611. 158964 - Klein/Grieder that "Resolution approving a request from Kenneth M. Doland, II appealing the decision of the City Engineer concerning the disallowance of a second curb cut on a property with less than 100 feet of street frontage, located at 914 Reber Avenue, together with recommendation of the Planning, Programming and Zoning Commission", be adopted. Roll call vote-Ayes: Seven. Motion carried. Noel Anderson provided an overview of the item. Mr. Boesen commented that he does not see how this is an impediment to traffic as this is a very dead end of Reber. Mr. Morrissey requested clarification that the Planning and Zoning Commission approved this. Noel Anderson confirmed. Mr. Morrissey questioned if the space allows for the addition of a garage. Noel Anderson commented that the parcel does not have the room for a garage. Kenneth Doland, 201 Terrace, commented that neighboring cars have been parking on the grass and his intent is to clean up the area by providing driveway space. Mr. Morrissey commented that Code Enforcement needs to be aware of cars parking on grass on Reber. Resolution adopted and upon approval by Mayor assigned No. 2020-612. 158965 - Klein/Grieder that"Resolution accepting a deed for a home located at 219 Newell Street from Hawkeye Community College, in the amount of$135,000, in accordance with the previously approved project addendum agreement for the construction of the home, approved on October 16,2017,and authorizing the Mayor and City Clerk to execute said document", be adopted. Roll call vote-Ayes: Seven. Motion carried. Mr. Morrissey congratulated the city, Hawkeye Community College, Former Council Member Ron Welper, and the new homeowner. Mrs. Juon commented that she echoes Mr. Morrissey's sentiment. Resolution adopted and upon approval by Mayor assigned No. 2020-613. 158966 - Klein/Grieder that "Resolution approving a request by the City of Waterloo for approval of the Preliminary Plat of the Waterloo Air and Rail Park, a twelve (12) lot commercial subdivision located north of 3040 Leversee Road, in a "M-2,P" Planned Industrial District", be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-614. 158967 - Amos/Morrissey that"Resolution approving a variance to the requirements of the Subdivision Ordinance in Section 1 I- 3-3(D), Application Procedure and Requirements, as it relates to the approval of the final plat of Waterloo Air and Rail Park 1 st Addition",be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-615. 158968 - Amos/Morrissey Page 14 of 595 August 17, 2020 Page 8 that "Resolution approving a request by the City of Waterloo for the Final Plat of Waterloo Air and Rail Park 1st Addition, a 3-lot commercial subdivision located east of 2510 Leversee Road", be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-616. 158969 - Amos/Morrissey that "Resolution concurring with the determination of City Planner that the proposed change to the approved site plan within an "M-2,P" Planned Industrial District for the construction of a 162,885- square-foot industrial building, 6,283-square-foot office area and 10,194-square-foot vehicle maintenance shop, located east of 1994 Newell Street, is minor, and shall be approved as a Minor Site Plan Amendment", be adopted. Roll call vote-Ayes: Seven. Motion carried. Mr. Morrissey questioned if this change will impact the wetlands in that area. Noel Anderson provided an overview of the item and explained that this action will not affect the wetlands in the area. Resolution adopted and upon approval by Mayor assigned No. 2020-617. 158970 - Boesen/Morrissey that"Resolution approving an Early Access Agreement with Hawkeye Community College of to allow earth-moving and foundation construction in preparation of development of the site east of 225 Newell Street, and authorizing the Mayor and City Clerk to execute said document", be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-618. 158971 - Boesen/Morrissey that "Resolution approving and authorizing a form of Loan and Disbursement Agreement by and between the City of Waterloo, Iowa and the Iowa Finance Authority, and authorizing and providing for the issuance and securing the payment of$1,128,000 Taxable Sewer Revenue Capital Loan Notes, Series 2020A, of the City of Waterloo, Iowa,under the provisions of the Code of Iowa, and providing for a method of payment of said Notes", be adopted. Roll call vote-Ayes: Seven. Motion carried. Mr. Morrissey requested an overview of the Loan and Disbursement Agreement items. Michelle Weidner, Chief Financial Officer, provided an overview of the items. Resolution adopted and upon approval by Mayor assigned No. 2020-619. 158972 - Boesen/Morrissey that "Resolution approving and authorizing a form of Loan and Disbursement Agreement by and between the City of Waterloo, Iowa and the Iowa Finance Authority, and authorizing and providing for the issuance and securing the payment of$19,186,000 Taxable Sewer Revenue Capital Loan Notes, Series 2020C, of the City of Waterloo, Iowa, under the provisions of the Code of Iowa, and providing for a method of payment of said Notes", be adopted. Roll call vote-Ayes: Seven. Motion carried. Resolution adopted and upon approval by Mayor assigned No. 2020-620. 158973 - Boesen/Morrissey that "Resolution approving and authorizing a form of Loan and Disbursement Agreement by and between the City of Waterloo, Iowa and the Iowa Finance Authority, and authorizing and providing for the issuance and securing the payment of$5,138,000 Taxable Sewer Revenue Capital Loan Notes, Series 202013, of the City of Waterloo, Iowa, under the provisions of the Code of Iowa, and providing for a method of payment of said Notes", be adopted. Roll call vote-Ayes: Seven. Motion carried. Page 15 of 595 August 17, 2020 Page 9 Resolution adopted and upon approval by Mayor assigned No. 2020-621. 158974 - Juon/Boesen that "Resolution amending the Expenditure Authorization Policy by increasing the expenditure pre- authorization limit from $1,000 to $2,500 for all purchases", be adopted. Roll call vote-Ayes: Six. Nays: One (Morrissey). Motion carried. Mrs. Juon commented that the finance committee did approve this and several other issues several months ago and would be brought to council in the future. She was surprised and disappointed to see this come to council individually. Mr. Boesen commented that he understands that Mrs. Juon is disappointed but he has asked for this change since November and is frustrated at how long it takes something to be done around the city. Mr. Morrissey questioned the reasoning behind the increase and how this affects transparency to the public. Mr. Boesen commented that the topic to increase the amount has already been discussed and agreed to in a work session. He explained the purpose is to allow department heads to allocate funding and make purchases without a delay, not to hide anything from the public. Mr. Morrissey commented that he does not see the harm in keeping it at $1,000 as it does not pose a harm to allow the public and the committee a chance to review these purchases. Mrs. Juon commented that it is frustrating to have to wait for something but she would have explained the delay in the project. Mayor Hart questioned if the monies being spent under this resolution are trackable expenses. Mrs. Juon commented that the funds are in the bill pay list and are available to the public to review. Mayor Hart questioned if another community our size has a $1,000 pre-authorization level. Michelle Weidner commented that she does not know of what other communities have for pre- authorization levels. Mr. Morrissey commented that the bill payment list is long. The pre-authorization list is shorter and puts it right in front of the public and committee. Mrs. Juon commented that the pre-authorization list does not include every single purchase over $1,000. Michelle Weidner explained that there are several purchases that the policy list as routine. Mr.Boesen commented that Des Moines is$10,000 and Cedar Rapids is$2,500 for pre-authorizations. He explained that nobody was in disagreement at the work session and the city should move forward. Resolution adopted and upon approval by Mayor assigned No. 2020-622. 158975 - Grieder/Morrissey that "Resolution adopting a face mask mandate for the City of Waterloo', be adopted. Roll call vote- Ayes: Six. Nays: One (Klein). Motion carried. Ted Lederman, 1758 Pinehurst Lane, commented that he is against having a citywide mask mandate and read several reasons why he does not support the item. David Dryer,3145 W.4t'Street, commented that the resolution treats citizens like children and should be able to choose whether or not wearing a mask is right for them. He urged council to look at the website "Frontline Doctors" as they are not recommending people wear masks in Africa. Page 16 of 595 August 17, 2020 Page 10 Forest Dillavou, 1725 Huntington Road, commented that he wears a mask because he wants to wear a mask. He commented that more people are walking now and families will have to wear a mask when they walk together. John Sherbon, 1715 Robin Road, commented he was in the hospital a few weeks ago for a heart attack and explained that the nurses have to have breaks to take masks off because they cannot breathe well when wearing them. He explained an article came out in the Courier that explained the state has been misreporting COVID-19 cases. He stated that the City of Waterloo does not have the authority to pass this mandate. Mr. Grieder thanked everyone who contacted him and his council colleagues about the resolution. He explained that there are three common threads about the resolution, which include governmental justification,science,and misunderstandings about how this particular resolution works. He explained these three topics. Mrs. Juon commented that about 40 percent of the people who contacted her were not in favor of the mask mandate and listed the primary reasons why they did not support it. She stated that she is in favor of the resolution. She suggested passing the resolution then coming back and adding punishment if it is not being followed. Mr.Morrissey commented that the state and federal government have not taken steps to protect people from the disease. The council does have a right to protect the public and the resolution will enhance everyone's safety. Mr. Amos explained that he supports the resolution, as it will help save lives. Mr. Boesen clarified for the public that there is no enforcement mechanism with this resolution and that public concern on the matter is blown out of proportion. He commented that he appreciates Mr. Grieder's research and he will be supporting the resolution. Mr. Feuss commented that not wearing masks does not work and it is time for people to step up and wear a mask. School will be starting soon and the possibility of it shutting down again is real. Mrs. Klein commented she would vote against the resolution. She stated she has respect for COVID- 19 but will not live in fear of it and lives her life normally. Mayor Hart commented that local medical professionals are concerned with what is going to happen with the school system starting up again. He is concerned about what is going to happen to businesses as well because they cannot survive a second round of shutting down. Resolution adopted and upon approval by Mayor assigned No. 2020-623. ORDINANCES 158976 - Grieder/Morrissey that "an ordinance amending the City of Waterloo Code of Ordinances by enacting a new Section 6, Changing Stations, of Chapter 1, Building Code, Title 9, Building Regulations", be received, placed on file,considered and passed for the first time. Roll call vote-Ayes: Six. Nays: One(Klein). Motion carried. John Childs, 1474 Audubon Drive, thanked Mr. Grieder for wanting to do what is best for the community. He explained he serves on three boards for the community and talks to several business owners. The business owners believe the ordinance is a good idea but it adds another thing that businesses have to do. There are no benefits to public safety but an incentive program would be a great idea. Mr. Grieder provided an overview of the ordinance and addressed rumors he has heard about the ordinance. Mr. Morrissey commented that he supports the ordinance, as it is a public safety and public health issue. He believes that the ordinance will provide a safe and sanitary place to change children and that it helps encourage families to patronize businesses. Page 17 of 595 August 17, 2020 Page 11 158977 - Grieder/Morrissey that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll call vote-Ayes: Five. Nays: Two (Klein and Juon). Motion failed. 158978 - Grieder/Feuss that "an ordinance amending the City of Waterloo Code of Ordinances by repealing Section 13, Fireworks, of Chapter 2, General Offenses, Title 5, Police Regulations and enacting in lieu thereof a new Section 13, Fireworks, of Chapter 2, General Offenses, Title 5, Police Regulations",be received, placed on file, considered and passed for the first time. Roll call vote-Ayes: Seven. Motion carried. Mr. Amos commented that he supports the ordinance. If things do not change, however, he will support banning fireworks in the community. Mr. Morrissey explained that an appeal process section has been added to the ordinance. 158979 - Morrissey/Amos that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll call vote-Ayes: Six. Nays: One (Klein). Motion carried. 158980 - Morrissey/Grieder that "an ordinance amending the City of Waterloo Code of Ordinances by repealing Section 13, Fireworks, of Chapter 2, General Offenses, Title 5, Police Regulations and enacting in lieu thereof a new Section 13,Fireworks,of Chapter 2,General Offenses,Title 5,Police Regulations",be considered and passed for the second and third times and adopted. Roll call vote-Ayes: Seven. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5568. 158981 - Amos/Feuss that"an ordinance amending Ordinance No. 5079, as amended, City of Waterloo Zoning Ordinance, by amending the Official Zoning Map referred to in Section 10-4-4, to rezone 8.80 acres, located at 4192 Logan Avenue from "A-1" Agricultural District to "R-2" One and Two Family Residence District, for construction of a new single-family home", be received, placed on file, considered and passed for the second time. Roll call vote-Ayes: Seven. Motion carried. 158982 - Amos/Morrissey that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll call vote-Ayes: Six. Nays: One (Klein). Motion carried. 158983 - 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, to rezone 8.80 acres, located at 4192 Logan Avenue from "A-1" Agricultural District to "R-2" One and Two Family Residence District, for construction of a new single-family home", be considered and passed for the third time and adopted. Roll call vote-Ayes: Seven. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5569. ADJOURNMENT 158984 - Amos/Morrissey that the Council adjourn at 7:40 p.m. Voice vote-Ayes: Seven. Motion carried. Page 18 of 595 August 17, 2020 Page 12 Kelley Felchle City Clerk Page 19 of 595 CITY OF WATERLOO Council Communication Proclamation declaring August 24-28, 2020 as Cedar Valley United Way Week. City Council Meeting: 8/24/2020 Prepared: ATTACHMENTS: Description Type ❑ Cedar Valley United Way Week Cover Memo Submitted by: Submitted By: Page 20 of 595 0 C) 0 crry 007 WATMOO, IOTA PROCLAMATION IIIIEREASo Cedar Valley United Way serves people in a 30 mile radius of the Waterloo/Cedar Falls metropolitan area; and HEREl7, the citizens of the Cedar Valley receive great benefits from the many education, health, financial stability and emergency and basic needs programs provided by its health and human service agencies; and, WHERE ,_S, Cedar Valley United Way brings together businesses, government agencies, community organizations and committed individuals, in a united effort to fund health and human service agencies in the Cedar Valley; and ER( the United Way funds raised in the Cedar Valley support organizations and charities for the benefit of its citizens and the improvement of their quality of life. NOW, THE'' ' OIV I, Quentin Hart, Mayor of the City of Waterloo,Iowa, do hereby proclaim August 24 -28,2020 as =JAR YALI"UNITED WAY'181kEK and urge all residents of our community to support Cedar Valley United Way. 1& I 1 CESS iNtMOF I have hereunto set my hand and caused the official seal of the City of Waterloo to be affixed this 24th day of August,2020. ATTEST: elley Felch Quentin Hart y City Clerk Mayor O O Page 21 of 595 CITY OF WATERLOO Council Communication Proclamation declaring September 2020 as Suicide Prevention and Recovery Month. City Council Meeting: 8/24/2020 Prepared: ATTACHMENTS: Description Type ❑ Suicide Prevention and Recovery Month Backup Material Submitted by: Submitted By: Page 22 of 595 i1;;;;;; 0 CrrY OF WATERL00v 10W A PROCLAMATION WHEREAS, the week of September 6-12, 2020 is National Suicide Prevention Week, and September 2020 is National Recovery Month, when millions of people around the world join their voices to share a message of hope and healing;and WHEREAS, these observances are united in raising awareness that prevention is possible;treatment is effective;and people do recover;and YY ;2�5' in these challenging times messages of hope and healing are more needed than ever;and E $ 5' Waterloo residents should be able to access high quality prevention, support, rehabilitation, and treatment services that lead to recovery r and a healthy lifestyle;and WHEREAS' every day in Waterloo people enter treatment into behavioral health services and community supports and begin the road to wellness E and recovery;and WHEUKASs resiliency begins early in life within families, day cares, and schools, and can be strengthened and reinforced throughout the life span; and Y HERE Ss recovery and wellness encompass the whole individual, including mind,body, spirit,and community; and WHER AS Striving for Zero, The Cedar Valley Suicide Prevention Coalition urges all Iowans to play a role in suicide prevention and promoting health and wellness;and HOW. s the benefits of preventing and overcoming mental health challenges, suicide attempts and loss, and substance abuse are significant and valuable to individuals,families,and our community at large;and WHEREAS, it is essential that we educate residents about suicide, mental health and substance abuse problems and the ways they affect all people in the community;and O O Page 23of 0 0 WHEREAS, we must encourage relatives, friends, co-workers, and providers to recognize the signs of a problem, and guide those in need to appropriate services and supports;and WHEREAS, Sucide Prevention Week and Recovery Month inspire millions of Americans to raise awareness,build resiliency,and find hope. NOW, THEREFORE, I, Quentin Hart,Mayor of the City of Waterloo, Iowa, proclaim the month of September 2020 as SUICIDE PREANTION ANDnEVOVMY MONTH: "FINDING MOPE, BUILDING nESILIENCY, SUPPORTINGCOYtY" IN WITNESS WHEREOF, I have hereunto set my hand and caused the official seal of the City of Waterloo,Iowa,to be affixed this 24th day of August 2020. ATTEST: ' Ke y Felc Quentin Hart City Clerk V Mayor O age 24 0 CITY OF WATERLOO Council Communication Resolution approving cancellation of assessment for 219 Virden Street, in the amount of$3,070, and authorize City Clerk to notify Black Hawk County Treasurer of said cancellation. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Water Works request to cancel assessment Backup Material Resolution approving cancellation of assessment for 219 Virden Street, in SUBJECT: the amount of$3,070, and authorize City Clerk to notify Black Hawk County Treasurer of said cancellation. Submitted by: Submitted By: Kelley Felchle, Cie Clerk Page 25 of 595 WATERLOO WATER WORKS - a CHAD COON 325 SYCAMORE STREET • P.O.BOX 27 319-232-6280 TRUSTEES: MARY H.POTTER,Chair General Manager WATERLOO,IOWA 50704 FAX:319-232-1962 SCOTT WIENANDS,Vice-Chair THOMAS E.WALL August 19, 2020 Kelley Felchle, City Clerk City of Waterloo 71 Mulberry St. Waterloo, IA 50703 Re: 219 Virden Street Dear Kelley: We are requesting cancelation of the water kill assessment at 219 Virden Street in the amount of$2,905.52, City Council action Resolution No. 2020-208 on April 6, 2020, Certificate Number 620. This water kill assessment has been paid in full at the Waterloo Water Works on July 8, 2020 in the amount of$3,070.00. There is a difference in interest of$16.00 and requesting this be canceled as well. I have included a copy of the check showing payment. Let me know if you need further information. Sincerely, WATERLOO WATER WORKS Carla Manahl, Interim Office Manager C: Nancy Higby Kathy Mixdorf Page 26 of 595 11 CITY OF WATERLOO , IOWA CITY CLERK AND FINANCE DEPARTMENT KE;L,Ll3Y E'L-LCI II.E City Clerk NUC1-[l:_LL,E Wl:iIDNE.R,CPA • (`hiEf Fiaancia1 Qfice)• —100■• 0 May 12, 2020 d I.)-01- Q fENTIN HART Ms. Rita Schmidt County/City Treasurer COUNCIL Black Hawk County Courthouse MEMBERS Waterloo, IA 50703 Dear Ms. Schmidt: MARGARE, 1:1.,E?1N Enclosed please find the following water kill assessment certificates. Gl'vd 1 .ZONA 11.1;AN The City Council took action by adopting Resolution No. 2020-208 on April 6, GR11MFIR 2020, for the following properties: Wa)-(1 z ADDRESS AMOUNT TO CERTIFICATE PATRICK CERTIFY NUMBER MORR1ssF:Y 219 Virden Street $2,905.52 620 44 E. Parker Street $1,891.61 621 Jl:�c�nrl', 205 Peek Street $2,338.99 622 SMO&3R. rf'cu•d 4 RAY We would ask that you take the appropriate action. I'i:-Uss Tvaj-d s If you have questions or need additional information, please feel free to contact my office. SHARON JUON At-Large Yours truly, 1)AVI'. I3c>1:s1:N Xelley FelchCe At-Large Kelley Felchle City Clerk Enclosures cc: Black Hawk Abstract Carla Manahl File WE'RE WORKING FOR YOU! Page 28 of 595 An Equal Opportunity/Affirmative Action Employer CITY OF WATERLOO Council Communication Resolution approving preliminary specifications, bid documents, etc., setting date of bid opening as September 10, 2020 and date of public hearing as September 14, 2020, in conjunction with the purchase of one (1) and up to three(3), 2020 or newer, Wheel Loader V Plow(s)with Wing, and instruct the City Clerk to publish said notice. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Letter to Bidder Backup Material ❑ Specifications Backup Material ❑ Wing Plow Specifications Backup Material Resolution approving12reliminary specifications, bid documents, etc., setting date of bid opening as September 10, 2020 and date of public hearing as SUBJECT: September 14, 2020, in conjunction with the purchase of one (1) and up to three (3), 2020 or newer, Wheel Loader V Plow(s)with Wing, and instruct the City Clerk to publish said notice. Submitted by: Submitted By: Randy Bennett, Public Works Division Manager Recommended Action: Approve resolution Summary Statement: With this additional equipment, loaders will be used in snow removal operations to become more versatile and efficient. Expenditure Required: $120,000 (or$40,000 each) Source of Funds: GO Bond Funding Policy Issue: Strategy 2.2: Enlist all City departments and staff members in efforts to promote a safer community. Page 29 of 595 P/ UBLIC City of Waterloo 77 Public Works Division August 18, 2020 TO: Prospective Bidders The City of Waterloo invites you to provide a bid for the following: One (1) or up to Three (3) Wheel Loader Wing and Plows For complete details regarding specifications and the Cities evaluation criteria, award process, and reserved rights, see the enclosed General Instructions to Bidders and related product specifications. The bid must include the price for delivery to 625 Glenwood Street, Waterloo IA 50703. The successful bidder will be notified in writing with a notice to proceed. Questions should be addressed to Rich Strange, Fleet Maintenance Director and/or Randy Bennett, Public Works Division Manager at (319) 291-4445. Thank you in advance for your consideration in bidding this piece of equipment. Randy Bennett Public Works Division Manager 625 Glenwood Street Waterloo, IA 50703 319-291-4445 Randy.Ben nett@Waterloo-ia.org Page 30 of 595 CITY OF WATERLOO, IOWA SPECIFICATIONS COVERSHEET One (1) or up to Three (3) 2020 or Newer Wheel Loader Wing and Plows 1. Specifications for Unit as attached. 2. The City of Waterloo will have no trades as part of this purchase. 3. The Unit as specified would be delivered, operational and ready for departmental use by (Date) ......................................................................... Our cost for the attached specified as specified, 2020 or Newer Wheel Loader Wing and Plow as specified, delivered and ready for department use is: (Dollars)(Each) Company Signature Date Address City State Zip Code Print/Type Name NOTE: This form must be returned, as the first page of your bid document! Page 31 of 595 City of Waterloo, IA Wheel Loader V Plow & Wing Plow Configuration The City of Waterloo has determined that the Henke V-plow and Wing-plow configuration is the ideal setup for our operations. As such, the City is seeking quotes from multiple suppliers of this very specific Henkle setup and or comparable plow and wing similar to these specifications. All part#s are Henke so please cross reference for comparison purposes. FVX14, MS11 - Multi Directional Folding V Plow w/Compression Trip Edge • 6178084 Coupler Adapter • 6040011 Moldboard V-plow • 6041001 FVX A-frame/Push frame • 6084113 11" Mushroom shoes / Running gear • 6042010 Wing operation cylinders (qty 2) • 6043000 HD top-shield (eliminates snow from blowing over the top) • 6101010 Hitch plow swivel plate • 6201413 Rubber Shield • 6216510 Cutting Edge PPW10 - 10 Foot Wing Plow Combo • 6249432 Wing Slide Post -- 18" of float. • 6249387 10' moldboard w/front lift config • 6249501 Post hinge assembly • 6249068 Double acting wing stow cylinder • 629* Machine combination swivel back-plate w/JRB416 hooks (carries both v-plow & wing for simultaneous connect/disconnect) • 6178550 Coupler Adapter • Rear attaching structure for wing-plow • 6249070 Push-beam knuckles (qty 2) • 6249156 Push-beam - hydraulic adjustable • 6211105 Cutting edge • 6249067 Install kit Hydraulic Setup • 6181012 four section remote mount valve with dual joystick in cab controls Installation • Entire product shall be fully installed and tested/proven. • Installation shall be inclusive of any and all additional hoses, brackets, couplers, and other elements necessary to achieve full operation and warranty requirements. • Quotation shall include loader freight necessary to facilitate installation and to return loader with plow and wing installed to the City of Waterloo Public Works complex located at 625 Glenwood Street, Waterloo, IA 50703. Page 32 of 595 CITY OF WATERLOO Council Communication Resolution approving completion of project and recommendation of acceptance of work, for work performed by B & B Builders and Supply, of Waterloo, Iowa, at a total cost of$491,177.60, in conjunction with the FY 2020 Sidewalk Repair Assessment Program-Zone 9, Contract No. 981, and receive and file two-year maintenance bond. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Cont. 981 Maintenance Bond Backup Material Resolution approving completion of project and recommendation of acceptance of work, for work performed by B & B Builders and SuIplv�of SUBJECT: Waterloo, Iowa, at a total cost of$491,177.60, in conjunction with the FY 2020 Sidewalk Repair Assessment Program- Zone 9, Contract No. 98L and receive and file two-year maintenance bond. Submitted by: Submitted By: Jamie Knutson, PE, City Engineer Lodge Construction, Inc. has completed the above referenced project in accordance with the plans and specifications. Summary Statement: Transmitted also to the Clerk's Office is the Maintenance Bond that guarantees to remedy any defects in workmanship or materials that may develop in said work within a period of two (2)years from the date of the acceptance of the work under said contract. Source of Funds: Property Owner Assessments Page 33 of 595 MERCHANT o BONDING COMPANY „ Merchants Bonding Company (Mutual) P.O. Box 14498, DEs MowEs, IowA 50306-3498 PHONE:(800)678-8171 FAX: (515) 243-3854 MAINTENANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: Bond No.IAC588865 That B & B Builders & Supply of 5728 Sierra Drive Waterloo IA 50701 as Principal, and the Merchants Bonding Company (Mutual) as Surety are held and firmly bound unto the City of Waterloo City of Waterloo in the penal sum of Four Hundred Ni Four Hundred Sevonty SevenD 60/100 ($491.477.60 } DOLLARS, lawful money of the United States of America, for the payment of which, well and truly to be made, the Principal and Surety bind themselves, their and each of their heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. Signed and delivered this 17th day of. August 2020 WHEREAS, the Principal entered into a certain contract, dated the day of with the City of Waterloo ' 715 Mulberry_Street, Waterloo, IA 50703 to furnish all the material and labor necessary for the construction of F.Y. 2020 Sidewalk Repair Assessment Program-Zone 9; Contract No. 981 in conformity with certain specifications;and WHEREAS, a further condition of said contract is that the Principal should furnish a bond of indemnity, guaranteeing 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 acceptance of the work under said contract; and WHEREAS, the above work has been completed and accepted and if not accepted will be automatically accepted upon the fling of this maintenance bond; and WHEREAS, the Merchants Bonding Company{Mutual) for valuable consideration, has agreed to join with said Principal in such bond or guarantee, indemnifying said City of Waterloo as aforesaid; NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal does and shall, at the Principal's own cost and expense, remedy any and all defects that may develop in said work, within the period of two 2 years from the date of acceptance of the work under said contract, by reason of bad workmanship or poor material used in the construction of said work, and shall keep all work in continuous good repair during said period, and shall in all other respects, comply with all the terms and conditions of said contract with respect to maintenance and repair of said work, then this obligation to be null and void;otherwise to be and remain in full force and virtue in law. It is agreed that while the Principal shall be and remain liable for failure to adhere to the specifications which form the basis for the work, the Surety, inasmuch as the original work was not bonded, shall be obligated only to assure the maintenance of the work in the condition in which it existed at the time the work was accepted.Any obligation beyond this shall be that of only the Principal. B & B Builders & Supply Principal By1 'iisR ca•• Approved yr 1933 : BY MoAbigAIrR. s Bonding C mpany utua •, ,_�+�;' B `•......CON 0304(2115) Y o r Koey-in-Fact Page 34 of 595 MERCHANTS BONDING COMPANY. POWER OF /ATTORNEY Know All Persons By These Presents,that MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of Iowa(herein collectively called the"Companies")do hereby make,constitute and appoint,individually, Abigail R. Mohr their true and lawful Attorneys)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. Surety eons#: IAC588865 Principal: B & B Builders&Supply obligee: City of Waterloo This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors of Merchants National Bonding,Inc.,on October 16,2015. "The President, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof." "The signature of any authorized officer and the seal of the Company may be affixed by facsimile or electronic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company,and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut hority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. In Witness Whereof,the Companies have caused this instrument to be signed and sealed this 17th day of August,2020. •irrr.nrrrrgf` •�.VA CN'l .*.• �•• ' PO '. •• O RP0 MERCHANTS BONDING COMPANY(MUTUAL) y; . �;G� R9J 9y,;; MERCHANTS NATIONAL BONDING. INC. 2003 :y 1933 :c. B •••��rIr�RFr���y+ ••• _••�+•••`• STATE OF IOWA President COUNTY OF DALLAS ss. On this 17th day of August 2020 before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies;and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. �Q1tlA(s PooMASON � o � Commission r� Number 750576 My Commission Expires i ,o,Np January 07, 2023 Notary Public (Expiration of notary's commission does not invalidate this instrument) I,William Warner,Jr.,Secretary of MERCHANTS BONDING COMPANY(MUTUAL)and MERCHANTS NATIONAL BONDING,INC.,do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies,which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seat of the Companies on this 17th day ofAugust, 2020. 9�; 9' y v 2003 41.0 :y 1933 'e, Secretary :s7 '1r• ,a�;. �•rrr.rr Yl/�r +�•....• POA 0018 (1120) Page 35 of 595 CITY OF WATERLOO Council Communication Motion approving Final Quantity Summary for a net decrease of$150,975.26 in conjunction with the FY 2020 Sidewalk Repair Assessment Program- Zone 9, Contract No. 981, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Cont. 981 Final Qty Adjustment Backup Material ❑ Cont. 981 Final Qty Summary Backup Material Motion approving Final Quantity Summary for a net decrease of SUBJECT: $150,975.26 in conjunction with the FY 2020 Sidewalk Repair Assessment Program-Zone 9, Contract No. 981, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Submitted By:Wayne Castle, PLS, PE,Associate Engineer This is the accumulated amount of adjustments from original to final Summary Statement: quantities that were determined necessary during the construction of the project, which results in a decrease to the total project cost. Source of Funds: Property Owner Assessments Page 36 of 595 CITY OF WATERLOO IOWA FINAL QUANTITY ADJUSTMENT PROJECT: F.Y. 2020 SIDEWALK REPAIR ASSESSMENT PROGRAM —ZONE 9 CONTRACT NO. 981 Date Prepared: August 14 2020 AMOUNT: $150,975.26 DECREASE TO: B & B BUILDERS & SUPPLY Contractor You are hereby ordered to perform the following extra work on your contract dated October 8 2019 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 $150,975.26 BY: B & B BUILDERS & SUPPLY Mayor Date CONTRACTOR BY: ��L - ' v ee) ate ATTEST: TITLE: c.v City Clerk Date APPROVED: a?J o?D yCUiE—ngineer ID4 FINAL cont # 981 sheet 1 of 2 Page 37 of 595 F.Y.2020 SIDEWALK ASSESSMENT PROGRAM-ZONE 9 FINAL CONTRACT NO.981 PERIOD: BID ORIGINAL BID FINAL QUANTITY B&B UNIT B&B UNIT PRICE INCREASE/ ITEM ITEM DESCRIPTION UNIT QUANTITY QUANTITY DIFFERENCE PRICE EXTENDED DECREASE 1 Remove&Replace PCC Sidewalk,4" SF 43,886.1 32,523.0 (11,363.1) $ 10.10 $ 328,482.30 $ (114,767.31) 2 Remove&Replace PCC Sidewalk,5" SF 5,129.4 3,742.7 (1,386.7) $ 11.50 $ 43,041.05 $ (15,947.05) 3 Remove&Replace PCC Sidewalk,6" SF 2,318.5 1,926.1 (392.4) $ 12.50 $ 24,076.25 $ (4,905.00) 4 Remove&Replace PCC Sidewalk,Class"A" SF 488.2 610.8 122.6 $ 15.00 $ 9,162.00 $ 1,839.00 5 1 Clean Sidewalk EACHI 163.0 140.0 (23.0) $ 325.00 $ 45,500.00 $ (7,475.00) 6 Water Valve Adjustment EACH 18.0 19.0 1.0 $ 185.00 $ 3,515.00 $ 185.00 7 Concrete Removal LS 1.0 1.0 - $ 325.00 $ 325.00 $ - 8 Saw Cut LF 107.0 111.6 4.6 $ 6.50 $ 725.40 $ 29.90 9 Remove Sidewalk SF 2,550.9 2,738.7 187.8 $ 3.00 $ 8,216.10 $ 563.40 10 Excavation,Class 10 SF 2,550.9 3,431.5 880.6 $ 1.50 $ 5,147.25 $ 1,320.90 11 Seeding SF 2,550.9 3,431.5 880.6 $ 1.50 $ 5,147.25 $ 1,320.90 12 Detectable Warning Surface SF 20.0 20.0 $ 50.00 $ 1,000.00 $ 13 Trim Trees/Shrubs EACH 80.0 1 44.0 1 (36.0)1 $ 365.00 $ 16,060.00 $ (13,140.00) BID ITEMS TOTAL $ 490,397.60 $ (150,975.26) 1001 HMA Pavement,2" SF 1 120.0 1 120.0 1 Is 6.50 $ 780.00 $ 1002 Chamberlin site concrete removal LS 1 1.0 1 1.0 1 1 $ 300.00 $ 300.00 $ CHANGE ORDER ITEMS TOTAL $ 1,080.00 $ - PAYMENTS: TOTAL PAY ESTIMATE#1 $ 47,923.34 PAY ESTIMATE#2 $ 27,411.15 PAY ESTIMATE#3 $ 45,665.98 PAY ESTIMATE#4 $ 33,142.94 PAY ESTIMATE#5 $ 4,821.25 PAY ESTIMATE#6 $ 73,356.86 PAY ESTIMATE#7 $ 101,352.12 PAY ESTIMATE#8 $ 38,613.03 PAY ESTIMATE#9 $ 33,455.94 PAY ESTIMATE#10 $ 49,043.76 PAY ESTIMATE#11 $ 6,440.46 PAY ESTIMATE#12 $ 5,676.90 RETAINAGE $ 24,573.87 TOTAL PAYMENTS $ 491,477.60 CHANGE ORDERS: TOTAL CHANGE ORDER#1 $ 1,080.00 CHANGE ORDER TOTAL $ 1,080.00 ORIGINAL CONTRACT AMOUNT $ 641,072.86 CHANGE ORDER TOTAL $ 1,080.00 FINAL QUANTITY SUMMARY $ (150,975.26) FINAL CONTRACT AMOUNT $ 491,177.60 #981 FINAL Page''318'df 595 CITY OF WATERLOO Council Communication Resolution approving preliminary plans, specifications, bid documents, etc., setting date of bid opening as September 10, 2020, and date of public hearing as September 14, 2020, in conjunction with the Final Clarifier No. 3 Dewatering Wells Contract No. 1032, and instruct the City Clerk to publish said notice. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Council Memo Cover Memo ❑ Plans and Specs Backup Material ❑ Notice to Bidders Backup Material Resolution approving 12reliminary_plans, specifications, bid documents, etc., setting date of bid opening as September 10, 2020, and date of public SUBJECT: hearing as September 14, 2020, in conjunction with the Final Clarifier No. 3 Dewatering Wells Contract No. 1032, and instruct the City Clerk to publish said notice. Submitted by: Submitted By:Matthew Hosford, Collections System Project Director Recommended Action: Approve the specifications, etc., and taking of bids, and set the date of bid opening and hearing. Source of Funds: Sewer Funds Page 39 of 595 CITY OF WATERLOO , IOWA WASTE MANAGEMENT SERVICES DEPARTMENT • 3505 Easton Ave. • Waterloo, IA 50703 • Phone(319)291-4553 Date: August 19, 2020 To: Waterloo Mayor and City Council From: Matthew Hosford, P.E., Collection Systems Project Director Re: Final Clarifier No. 3 Dewatering Wells (Contract No. 1032) Plans, Specifications, Engineer's Estimate of Cost, and Setting of Public Hearing. Background Discussion Final Clarifier No. 3 on the Easton treatment plant has been functioning in a limited capacity since August of 2017. Final clarifiers have a lower scraping mechanism that removes accumulated solids from the bottom of the unit and a skimmer arm that removes floating materials from the top. The removal of these solids ensures compliance with Iowa DNR (IDNR) permit regulations to avoid violations and potential fines. Staff observed the mechanism was not operating correctly necessitating further evaluation. To properly evaluate the final clarifier, it must be completely dewatered, which requires the installation of dewatering wells. Once dewatered, City staff can evaluate the clarifier's condition and plan repairs. The dewatering wells will remain in place after the completion of the contract for future use. The project's scheduled completion date is December 18, 2020. AECOM was hired to prepare the plans and specifications and provide construction related services. The Engineer's Estimate of Cost is $320,000.00. This project is part of the approved Capital Improvements Program and is funded from the sewer fund. For City Council considering on the August 24, 2020 regular meeting agenda is setting the date for the public hearing. The bid opening date is scheduled for September 10, 2020. The public hearing, official bid reading, and potential award is scheduled for September 14, 2020. Recommended Action It is recommended that the City Council approve setting the date of public hearing, bid reading, and potential award for the Final Clarifier No. 3 Dewatering Wells (Contract No. 1032) at the August 24, 2020 City Council Regular Meeting. Page 40 of 595 AZCOM Final Clarifier No. 3 Dewatering Wells City of Waterloo, Iowa City Contract No. 1032 AECOM #60558763 Prepared For: City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 Prepared By: AECOM 501 Sycamore Street, Suite 222 P.O. Box 1497 Waterloo, Iowa 50704-1497 August 2020 Page 41 of 595 Page 42 of 595 Final Clarifier No. 3 Dewatering Wells City of Waterloo, Iowa City Contract No. 1032 Prepared For: City of Waterloo, Iowa Prepared By: AECOM August 2020 I hereby certify that this engineering document was prepared by me or 0FESSIO under my direct personal supervision and that I am a duly licensed R H�! Professional Engineer under the laws of the state of Iowa. "> ROSS A, w HILLSMAN Z _ 12985 August 18 2020 lowN ROS A. HILLSMAN, PE Date '' llllffl Illi 14}11115}\\\ License No. 12985 My license renewal date is December 31, 2021. Pages or sheets covered by this seal: All Pages Page 43 of 595 Page 44 of 595 FINAL CLARIFIER NO. 3 DEWATERING WELLS CITY CONTRACT NO. 1032 CONTRACT DOCUMENTS TABLE OF CONTENTS 1. NOTICE TO BIDDERS............................................................................................. NB 1-4 2. NOTICE OF PUBLIC HEARING.............................................................................. NPH 1-2 3. INSTRUCTIONS TO BIDDERS............................................................................... IB 1-10 4. FORM OF BID OR PROPOSAL.............................................................................. FB 1-3 5. SALES TAX EXEMPTION INFORMATION FORM ................................................. STE 1 6. FORM OF BID BOND .............................................................................................. BB 1 7. NON-COLLUSION AFFIDAVITS ............................................................................. NCA 1-2 8. EQUAL OPPORTUNITY CLAUSE .......................................................................... EOC 1-2 9. TITLE VI CIVIL RIGHTS .......................................................................................... TVI 1 10. BIDDER STATUS FORM......................................................................................... BSF-1-2 11. AFFIRMATIVE ACTION PROGRAM....................................................................... 1-8 12. POTENTIAL ITEMS OF WORK FOR MBE/WBE PARTICIPATION ....................... M 1 SUBCONTRACTOR'S BID REQUEST FORM........................................... M 3 LETTER FORM FOR SUBCONTRACTOR QUOTES................................ M 4 MBE/WBE SCOPE LETTER....................................................................... M 5 MBE AND/OR WBE PREBID CONTACT INFORMATION FORM ............. M 7-8 13. WATERLOO/CEDAR FALLS MINORITY AND WOMEN BUSINESSES ENTERPRISE CONSTRUCTION AND MAINTENANCE CONTRACTOR'S GUIDE ........................................................................................ 1-4 14. STATEMENT OF BIDDER'S QUALIFICATIONS .................................................... SBQ 1-2 15. GENERAL SPECIAL PROVISIONS........................................................................ GSP 1-5 16. SPECIAL PROVISIONS........................................................................................... SP 1-5 The Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, Series of 2015, plus the applicable General Supplemental Specifications and the 2020 Iowa Statewide Urban Specifications, also known as SUDAS, shall apply to construction work. These standard specifications are amended by the City of Waterloo Supplemental Specifications to the 2020 edition of SUDAS. Any specifications that supersede the Iowa DOT, SUDAS and City of Waterloo Specifications are listed in the Special Provisions. TECHNICALS Section 01 11 18 Summary of Work.......................................................... 01 11 18-1 to 01 11 18-2 Section 01 14 14 Control of Work.............................................................. 01 14 14-1 to 01 14 14-3 Section 01 22 13 Measurement and Payment ......................................... 01 22 13-1 to 01 22 13-2 Page 45 of 595 Section 01 3310 Submittals...................................................................... 01 33 10-1 to 01 33 10-8 Section 01 4550 Testing Laboratory Services ......................................... 01 4550-1 to 01 4550-2 Section 01 4551 Testing........................................................................... 01 4551-1 to 01 4551-2 Section 01 5000 Temporary Facilities...................................................... 01 5000-1 to 01 5000-3 Section 01 5700 Protection of Environment............................................. 01 5700-1 to 01 5700-3 Section 01 6010 Material and Equipment................................................. 01 60 10-1 to 01 60 10-8 Section 01 6610 Delivery, Storage and Handling..................................... 01 66 10-1 to 01 66 10-3 Section 01 7823 Operation and Maintenance (O&M) Data...................... 01 78 23-1 to 01 78 23-14 Section 01 7839 Project Record Documents............................................ 01 78 39-1 to 01 78 39-2 Section 03 30 00 Cast in Place Concrete.................................................. 03 30 00-1 to 03 30 00-14 Section 33 05 13 Precast Concrete Dewatering Well Manholes............... 33 05 13-1 to 33 05 13-2 Section 33 26 00 Dewatering Wells Piezometers and Pumping Tests ..... 33 26 00-1 to 30 26-00-20 17. GENERAL SPECIFICATIONS FOR CONSTRUCTION.......................................... GS 1-13 18. SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION............ SGS 1 19. FORM OF CONTRACT............................................................................................ C 1-3 20. PERFORMANCE BOND.......................................................................................... PFB 1-2 21. PAYMENT BOND .................................................................................................... PB 1-2 APPENDIX CHANGE ORDER FORM ..................................................................................................... CO-1 EXISTING SOIL BORING INFORMATION DRAWINGS (BOUND AT THE BACK OF THIS BOOKLET) • FIGURE 1: LOCATION MAP • FIGURE 2: PLAN OF TEST WELLS AND PIEZOMETERS • FIGURE 3: TYPICAL DEWATERING WELL COMPLETION DETAIL • FIGURE 4: PROPOSED DEWATERING WELL AND PIEZOMETER DETAILS Page 46 of 595 NOTICE TO BIDDERS For the Taking of Construction Bids for the FINAL CLARIFIER NO. 3 DEWATERING WELLS In the City of Waterloo, Iowa CONTRACT NO. 1032 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 10' day of September, 2020, until 1:00 p.m. for the construction of the FINAL CLARIFIER NO. 3 DEWATERING WELLS, CONTRACT NO. 1032, as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS Sealed bids must be received by the City Clerk of the City of Waterloo at City Hall, 715 Mulberry Street, Waterloo, Iowa 50703, no later than Thursday, September 10, 2020, at 1:00 p.m. All bids received will be opened in the Council Chambers at City Hall, in the City of Waterloo, Iowa, on the loth day of September, 2020, 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. The bid opening will be livestreamed on YouTube and made available on the city website. 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 14, 2020, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. The City of Waterloo will continue to hold City Council meetings as scheduled, however, in response to COVID-19, elected officials and city staff will participate via videoconferencing, with elected officials and city staff dialing into the meeting to participate. The public is invited to speak on public hearing items in the following ways: Call the City Clerk's Office at 319-291-4323 by 4:45 p.m. to obtain conference call information. Alternatively, you may email your comments to comments(&waterloo-ia.orq and they will be read during the public hearing. Please state the public hearing item on which you wish to speak. Members of the public may also attend the meeting in person but will be strongly encouraged to wear a mask and practice social distancing. SCOPE OF WORK The extent of the work involved is the installation of three (3) dewatering wells, one (1) new piezometer and operation of a temporary pumping system near Clarifier No. 3. Includes furnishing and installing level transducers with battery-operated onboard dataloggers in the three (3) dewatering wells, the existing piezometer, the existing monitoring well 250 feet west of Clarifier 3, and the new piezometer. Also includes installing, operating, and removing temporary rental pumps and discharge piping. Test pumping will be performed by the well drilling contractor. The testing will generate groundwater flow and drawdown data for the aquifer properties. BEGINNING AND COMPLETION DATES The work under the proposed contract shall commence after receipt of "Notice to Proceed" and at the date submitted by the Contractor at the preconstruction conference and approved by the Engineer. Once work commences, periods of inactivity shall be minimized. All items shall be completed on or before December 18, 2020. METHOD OF PAYMENT TO CONTRACTOR The Contractor will be paid against 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 NOTICE TO BIDDERS CONTRACT NO. 1032 NB 1 AECOM #60558763 Final Clarifier No. 3 DewatPxjn2eWell. / of 595 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 AECOM 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. Complete digital Plans and Specifications are available at www.questcdn.com. You may download the digital documents free of charge from Questcdn by inputting Questcdn Project#7275416 on the website's Project Search page. Please contact Questcdn.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration, downloading and working with this digital project information. Optional paper copies of the Plans and Specifications are available from AECOM, 501 Sycamore Street, Suite 222, Waterloo, Iowa, upon receipt of a $50.00 deposit (CHECK ONLY). Deposits are fully refundable if the plans and specifications are returned in usable condition (i.e., generally free of highlights, ink markings, tears, stickers, water stains and soiling) to the Waterloo AECOM office listed above 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 and consulting engineer to verify eligibility for the refundable deposit. Please DO NOT obtain Bid Documents from any source other than Questcdn.com or through the AECOM Waterloo office as listed above. Obtaining documents through any other source could prevent Bidder from being included on the official AECOM Plan Holders List which, in turn, may cause the Bidder to not receive addenda or other time-sensitive / bid-critical documents. The City has the right to reject any bids that do not have current bidding documents included in the proposal. Upon award of project, the prime contractor, subcontractors and suppliers shall be supplied with the needed number of plans and specifications at no additional cost. CONTRACT AWARD A contract will be awarded to the qualified bidder submitting the lowest bid. 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 bids on the items listed in the proposal. The bidder shall clearly write or type the unit bid price and the bid item extension (Unit Price x Estimated Qty) in numerals on the blanks provided. NOTICE TO BIDDERS CONTRACT NO. 1032 NB 2 AECOM #60558763 Final Clarifier No. 3 DewatPxjn2 elJ,t of 595 Should there be any discrepancy between the unit bid price and extension, the City of Waterloo shall consider the unit bid price as being the valid unit bid price. The bidder has the option to submit a computer-generated spreadsheet in lieu of the portion of the Form of Bid or Proposal, which includes the Bid Item Number, Description, Unit, Estimated Quantity, Unit Bid Price, Total Bid Price and Total Bid. The computer-generated spreadsheet shall include all of the information listed in that portion of the Form of Bid or Proposal as well as bear the signature of the Prime Contractor submitting the bid. For the bidders who submit a computer-generated spreadsheet, the TOTAL BID (with alternates, if applicable) shall also be indicated in the space(s) provided on the Form of Bid or Proposal. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, or bid bond, (on the form furnished by the City) payable to the City of Waterloo, Iowa, in the sum of not less than five percent (5%) of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bonds, his bid security may be retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the Bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. PERFORMANCE & PAYMENT BONDS The successful bidder will be required to furnish a "Performance Bond" and a "Payment Bond" within ten (10) days after forms are presented to him in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City Council and shall guarantee the faithful performance of the contract and the terms and conditions therein contained, and shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims of any kind caused by the operations of the contractor. MAINTENANCE BOND Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the contract, 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. CONTRACT COMPLIANCE PROGRAM /SUBCONTRACTING The program proposes numerical projections regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) as Subcontractors, vendors and suppliers in the performance of Contracts awarded by the City of Waterloo, Iowa. A goal of at least ten percent (10%) for MBE participation on all City funded construction projects that are estimated at $50,000.00 or more. A goal of at least two percent (2%) for WBE participation on all City funded construction projects that are estimated at $50,000.00 or more. Any project funded in part or in total with federal funds shall follow the respective agencies contract compliance program and goals. The Prime Contractor shall make "good-faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontractors, suppliers or vendors must provide the Prime Contractor a reasonably competitive price for the service being rendered or the Contractor is not required to accept their bid. LIQUIDATED DAMAGES Time is an essential element of this contract. It is important that the work be diligently pursued to completion. If the work is not completed within the specified contract period, plus authorized extensions, the contractor shall pay to the City Liquidated Damages in the amount of five hundred dollars ($500.00) per day, for each day, as further described herein, in excess of the authorized time. NOTICE TO BIDDERS CONTRACT NO. 1032 NB 3 AECOM #60558763 Final Clarifier No. 3 DewatPxjn2 elJ,b9 0f 595 Days beyond the specified completion date for which Liquidated Damages will be charged will be working days that the contractor does, or could have worked, from Monday through Saturday. Sundays will be counted only if work is performed. Partial working days will be considered as a full working day. Days not chargeable for Liquidated Damages will include rain days, Sunday if no work is done, and legal holidays. Working days will cease to be charged when only punch list items remain to be completed. Punch list items do not include contract bid items or approved change/extra work orders. When the Contractor believes the project to be substantially completed, a written notice stating the same shall be submitted to the Engineer and a request made for a Punch List. If the work under the Contract extends beyond the normal construction season for such work the Contractor shall submit to the Engineer in writing a request that working days counted toward the project be suspended until work is resumed the following construction season. This amount is not construed as a penalty. These damages are for the cost to the City of providing the required additional inspection, engineering and contract administration. PRE-CONSTRUCTION CONFERENCE Before the work is commenced on this contract, a conference shall be held for the purpose of discussing the contract. The conference shall be attended by the prime contractor, subcontractors, engineer (AECOM) and City Officials. BIDDER STATUS Attention of bidders is called to compliance with the provisions of the Resident Bidder/Non-Resident Bidder requirements. Each bidder submitting a bid shall execute and include with the bid the Bidder Status Form on the form herein provided. Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. SALES TAX EXEMPTION CERTIFICATES 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. Posted pursuant to the provisions of Chapter 26 of the City Code of Iowa. CITY OF WATERLOO, IOWA NOTICE TO BIDDERS CONTRACT NO. 1032 NB 4 AECOM #60558763 Final Clarifier No. 3 DewatPxjn2Wee� of 595 NOTICE OF PUBLIC HEARING On Proposed Plans, Specifications, Form of Contract, And Estimate of Cost forthe FINAL CLARIFIER NO. 3 DEWATERING WELLS CONTRACT NO. 1032 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 loth day of September, 2020, until 1:00 p.m. for the construction of FINAL CLARIFIER NO. 3 DEWATERING WELLS, CONTRACT NO. 1032, as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS Sealed bids must be received by the City Clerk of the City of Waterloo at City Hall, 715 Mulberry Street, Waterloo, Iowa 50703, no later than Thursday, September 10, 2020, at 1:00 p.m. All bids received will be opened in the Council Chambers at City Hall, in the City of Waterloo, Iowa, on the 10' day of September, 2020, 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. The bid opening will be livestreamed on YouTube and made available on the city website. 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 14th day of September, 2020, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. The proposed plans, specifications, form of contract, and estimate of cost for said improvements heretofore prepared by AECOM are now on file in the office of the City Clerk for public examination, and any person interested therein may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto at the meeting above set forth. The City of Waterloo will continue to hold City Council meetings as scheduled; however, in response to COVID-19, elected officials and city staff will participate via videoconferencing, with elected officials and city staff dialing into the meeting to participate. The public is invited to speak on public hearing items in the following way: Call the City Clerk's Office at 319-291-4323 by 4:45 p.m. to obtain conference call information. Alternatively, you may email your comments to commentsCc�waterloo-)waterlooand they will be read during the public hearing. Please state the public hearing item on which you wish to speak. Members of the public may also attend the meeting in person but will be strongly encouraged to wear a mask and practice social distancing. The NOTICE TO BIDDERS can be viewed at the following locations: 1) City of Waterloo web site: http://ci.waterloo.ia.us/ 2) Plan Rooms: Master Builders of Iowa 221 Park Street, PO Box 695 Des Moines, IA 50303 NOTICE OF PUBLIC HEARING CONTRACT NO. 1032 NPH-1 AECOM#60558763 Final Clarifier No.3 Dewatacina W sl of 595 McGraw Hill Construction Dodge 3315 Central Ave. Hot Springs, AR 71913 Reed Construction Data 30 Technology Parkway South, Ste. 500 Norcross, GA 30092 3) Plan Room Web sites: Master Builders of Iowa web site: www.mbionline.com Dodge Lead web site: http://dodgepromects.construction.com/ Reed Const. Data Lead web site: http://www.cmdgroup.com/project-leads/ SCOPE OF WORK The extent of the work involved is the installation of three (3) dewatering wells, one (1) new piezometer and operation of a temporary pumping system near Clarifier No. 3. Includes furnishing and installing level transducers with battery-operated onboard dataloggers in the three (3) dewatering wells, the existing piezometer, the existing monitoring well 250 feet west of Clarifier 3, and the new piezometer. Also includes installing, operating, and removing temporary rental pumps and discharge piping. Test pumping will be performed by the well drilling contractor. The testing will generate groundwater flow and drawdown data for the aquifer properties. Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the day of 20_ CITY OF WATERLOO, IOWA BY: Kelley Felchle City Clerk NOTICE OF PUBLIC HEARING CONTRACT NO. 1032 NPH-2 AECOM#60558763 Final Clarifier No.3 DewatrinaWPOL of 595 INSTRUCTIONS TO BIDDERS 1. EXPLANATIONS TO BIDDERS Any explanation desired by a bidder regarding the meaning or interpretation of the Notice to Bidders, Plans, Specifications, etc., must be requested in writing and with sufficient time allowed for a reply to reach bidders before submission of their bids. Any interpretation made will be in the form of an amendment of the Notice to Bidders, Plans, Specifications, etc., and will be furnished to all prospective bidders. Its receipt by the bidder must be acknowledged in the space provided on the Proposal Form or by letter or telegram received before the time set for opening of bids. Oral explanations or instructions given before the award of the contract will not be binding. 2. EXAMINATION OF PROPOSED WORK Bidders should visit the site and take such other steps as may be reasonably necessary to ascertain the nature and location of the work, and the general and local conditions which can affect the work or the cost thereof. Failure to do so will not relieve bidders from responsibility for estimating properly the difficulty or cost of successfully performing the work. The owner will assume no responsibility for any understanding or representation concerning conditions made by any of its officers or agents prior to the execution of the contract, unless included in the Notice to Bidders, the Specifications or related documents. 3. PREPARATION OF BIDS a. Bids shall be submitted on the forms furnished, or copies thereof, and must be manually signed. If erasures or other changes appear on the forms, each erasure or change must be initialed by the person signing the bid. The bidder has the option to submit a computer-generated spreadsheet in lieu of the portion of the Form of Bid or Proposal, which includes the Bid Item Number, Description, Unit, Estimated Quantity, Unit Bid Price, Total Bid Price, and Total Bid. The computer- generated spreadsheet shall include all of the information listed in that portion of the Form of Bid or Proposal as well as bear the signature of the Prime Contractor submitting the bid. For the bidders who submit a computer-generated spreadsheet, the TOTAL BID (with alternates, if applicable) shall also be indicated in the space(s) provided on the Form of Bid or Proposal. b. The Bid Form may provide for submission of a price or prices for one or more items, which may be lump sum bids, alternate prices, schedule items resulting in a bid on a unit of construction or a combination thereof, etc. When the Bid Form explicitly requires that the bidder bid on all items, failure to do so will disqualify the bid. When submission of a price on all items is not required, bidders should insert the words "no bid" in the space provided for any item on which no price is submitted. C. Unless called for, alternate bids will not be considered. d. Modifications of bids already submitted will be considered if received at the office designated in the Notice to Bidders by the time set for closing of bids. Telegraphic modifications will be considered, but should not reveal the amount of the original or revised bid. e. In preparing his/her bid, the bidder shall specify the price, written legibly in ink or with the typewriter, at which he proposes to do each item of work. The unit price shall be stated in figures in the blank space provided (i.e., $7.14). In items where unit price is required, INSTRUCTIONS TO BIDDERS CONTRACT NO. 1032 IB-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 53 of 595 the total amount of each item shall be computed at the unit prices bid for the quantities given on the Bid Form and stated in figures in the blank space provided. If the bidder chooses to submit the unit prices, total bid price, and total bid on a computer-generated spreadsheet, all numbers shall be easily legible. f. Any changes or alterations made in the Bid Form, or any addition thereto, may cause the rejection of the bid. No bid will be considered which contains a clause in which the contractor reserves the right to accept or reject a contract awarded him/her by the city Council of Waterloo. Bids in which the unit prices are obviously unbalanced may be rejected. g. If the bidder does not qualify as a resident bidder, the nonresident bidder shall specify on the project proposal whether any preference to resident bidders, including but not limited to any preference to bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state or foreign country is in effect in the nonresident bidder's state or country of domicile at the time of a bid submittal. 4. SUBMISSION OF BIDS a. A bid must be sealed in a separate envelope and marked to indicate its contents and be accompanied by the bid security in a separate envelope. If forwarded by mail, the two envelopes shall be placed in a third and mailed to the City Clerk/Auditor. All bids must be filed with the City Clerk/Auditor of the City of Waterloo at their office in the City Hall before the time specified for closing bids. b. Bids received prior to the advertised hour of opening will be securely kept sealed. The officer whose duty it is to open them will decide when the specified time has arrived, and no bid received thereafter will be considered; except that when a bid arrives by mail after the time fixed for opening, but before the reading of all other bids is completed, and it is shown to the satisfaction of the City of Waterloo, Iowa, that the non-arrival on time was due solely to delay in the mails for which the bidder was not responsible, such bid will be received and considered. C. Bidders are cautioned that, while telegraphic modifications of bids may be received as provided above, such modifications, if not explicit and if in any sense subject to misinterpretation, shall made the bid so modified or amended, subject to rejection. 5. 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 of Waterloo, will be considered at any time it is received and may therefore be accepted. Bids may be withdrawn by written or telegraphic request received from bidders prior to the time set for closing of bids. 6. PUBLIC OPENING OF BIDS Bids will be publicly opened at that time and place set for opening in the Notice to Bidders. Their content will be made public for the information of bidders and others interested who may be present either in person or by representative. INSTRUCTIONS TO BIDDERS CONTRACT NO. 1032 IB-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 54 of 595 7. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, or bid bond (on the form furnished by the City) payable to the City of Waterloo, Iowa, in the sum of not less than five percent (5%) of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bond, his/her 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. 8. COLLUSIVE AGREEMENTS a. Each bidder submitting a bid shall execute and include with the bid, a Non-Collusion Affidavit in the form herein provided, to the effect that he as not colluded with any other person, firm, or corporation in regard to any bid submitted. b. Each bidder submitting a bid shall have each proposed subcontractor, if any, execute and submit to the City Contract Compliance Officer by 5:00 P.M. the business day following the day bids on this project are due, a Non-Collusion Affidavit in the form herein provided, to the effect that he has not colluded with any other person, firm, or corporation in regard to any bid submitted. Before executing any subcontract, the successful bidder shall submit the name of any proposed subcontractor for approval by the City. 9. MINORITY AND/OR WOMEN BUSINESS ENTERPRISE SUBCONTRACTORS CITY OF WATERLOO AND/OR WOMEN BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM The City of Waterloo Minority and/or Women Business Enterprise Pre-Bid Contact Information Form shall be submitted with the Form of Bid or Proposal. Failure to do so shall be grounds for the bid being rejected if subcontracting is proposed by the prime contractor. 10. MBE/WBE CONTRACT COMPLIANCE PROGRAM PURPOSE The purpose of the Contract Compliance Program (hereinafter called Program) is to act as an impetus for increasing the participation of minority and women disadvantaged business enterprise (MBE/WBE) in City awarded construction contracts. The Program does not propose to eliminate any bonafide contractor or subcontractor from bidding on City contracts, but it will hopefully serve as a needed stimulus to help local MBE/WBE's grow and eventually become mainstream contractors and subcontractors. This Contract Compliance Program does not propose to include any set-aside or quotas, but only flexible goals where "good-faith efforts" are required by the contractor to use MBE/WBE subcontractors. INSTRUCTIONS TO BIDDERS CONTRACT NO. 1032 IB-3 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 55 of 595 This Program shall not eliminate the need for contractors to continue their "good-faith efforts" in using MBE/WBE subcontractors on City contracts estimated at less than $50,000. The City of Waterloo will make every effort to reduce in-house construction and maintenance work that would be more cost effectively performed by the private sector and, thus, would allow additional bidding opportunities for MBE/WBE firms. The City Contract Compliance Officer shall be advised of all City of Waterloo awarded construction contracts. DEFINITIONS Goals: A flexible numerically expressed objective which contractors are required to make "good- faith efforts." The key to the requirement is to make documented efforts. Goals are neither set-a-sides nor a device to achieve proportional representation or equal results. Numerical goals do not create set-a-sides for specific groups, nor are they designed to achieve proportional representation or equal results. Rather, the goal-setting process in affirmative action planning is used to target and measure the effectiveness of affirmative action efforts to eradicate and prevent discrimination. Quota: A flat numerical requirement that the contractor is required to meet in order to obtain the benefit or be in compliance. The numerical goal component of affirmative action programs is not designed to be, nor may it properly or lawfully be interpreted as, permitting unlawful preferential treatment and quotas with respect to persons of any race, color, religion, sex, or national origin. The regulations at 41 CFR 60-2.12(a), 60-2.15 and 60-2.30, specifically prohibit discrimination and the use of goals as quotas. (U.S. Department of Labor) Set-Aside: An arrangement in which a particular contract is reserved for competition solely among minority and women business enterprises. Contractor. As used in this document means contractor, subcontractor, supplier, vendor, and professional service provider. Minority Business Enterprise (MBE) Any business, which is at least 51%, owned by one or more minorities and whose management and daily business operations are controlled by one or more such individuals and is on the current State Unified Certification List or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1, 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 listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1, 2002. Minority: Any person or persons who are considered as socially and economically disadvantaged because of their identity as a group member without regard to their individual qualities. The groups include: Black American, Hispanic American, Native Americans, Eskimos, Aleuts, and Asian-Pacific Americans. 13 C.F.R. 124-1.1(c)(3)(ii)(1983). INSTRUCTIONS TO BIDDERS CONTRACT NO. 1032 IB-4 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 56 of 595 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: 1. The Prime Contractor met the project goal - No Action necessary 2. If the Prime Contractor failed to meet the goal, they must submit documentation of good faith efforts. CONTRACT COMPLIANCE PROGRAM SUBCONTRACTING The program proposes numerical projections or goals regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) as subcontractors in the performance of contracts awarded by the City of Waterloo, Iowa. A goal of at least 10% for MBE participation on all City funded construction projects that are estimated at $50,000 or more and projects under $50,000 where applicable at the Contract Compliance Officer's discretion. There is at least 2% WBE goal on City funded projects. Any project which is funded solely or in part with Federal funds shall follow the respective agencies contract compliance program and goals. Any project which is funded solely or in part with State funds shall follow the respective agencies contract compliance program and goals. The City of Waterloo Contract Compliance Program is for City awarded construction contracts only. The prime contractor shall make "good-faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontracts must provide the prime contractor a reasonably competitive price for the service being rendered or the contractor is not required to accept the bid. Administrative Reconsideration: As part of this reconsideration, the bidder will have the opportunity to provide written documentation or arguments concerning the issue of whether they made adequate good faith efforts to meet the goals. The bidder will have the opportunity to meet in person with the City of Waterloo's Administrative Reconsideration Committee to discuss the issue of whether they made adequate good faith efforts. The Administrative Reconsideration Committee will forward a written decision on reconsideration to the Mayor and City Council, explaining the basis for finding that the bidder did or did not meet the goal or make adequate good faith efforts to do so. Documentation required will include but is not limited to the following: * Making portions of the work available for MBE/WBE subcontracting * Evidence of negotiating with MBE/WBE firms INSTRUCTIONS TO BIDDERS CONTRACT NO. 1032 IB-5 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 57 of 595 MBE/WBE quotes obtained and non-MBE/WBE quotes used Reasons agreements were not reached * Follow-up after initial solicitations * Efforts to assist in obtaining equipment, supplies and materials (at competitive prices), bonding, lines of credit, insurance, etc. * Evidence of past compliance or non-compliance by same contractor The Contract Compliance Officer will determine the weight to be given to each item listed above (supported by appropriate documentation) based on overall program goals. RESPONSIBILITIES 1. City 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. ll. 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. INSTRUCTIONS TO BIDDERS CONTRACT NO. 1032 IB-6 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 58 of 595 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. 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. lll. MBE/WBE Firms A. MBE/WBE firms shall be certified by the Iowa Department of Transportation as owners and controllers of their respective businesses, or were listed on the City of Waterloo Certified MBE/WBE Contractors list as of July 1, 2002. B. MBE/WBE firms must perform the work on the project; they cannot act as a broker by subcontracting the work out to others. C. Each MBE/WBE firm planning to submit quotes on construction projects with goals, shall 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. NON-COMPLIANCE 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. INSTRUCTIONS TO BIDDERS CONTRACT NO. 1032 IB-7 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 59 of 595 CONCLUSION This program repeals or revises all sections of previous Waterloo Contract Compliance Programs. 11. EMPLOYMENT AND BUSINESS OPPORTUNITY To the greatest extent feasible, suppliers, subcontractors, and low income workers owning businesses or living in the Waterloo area must be given priority in supplying materials, bidding for subcontract work, or applying for employment by the contractor on this project. Opportunities for training and for employment arising in connection with this project, shall to the greatest extent feasible be made available to lower income persons residing in the project area. The contract area is the City of Waterloo. The City of Waterloo will require the contractor to document his/her efforts in securing lower income workers living in the project area and in purchasing supplies from, and awarding subcontracts to, businesses owned by persons residing in the project area. 12. STATEMENT OF BIDDER'S QUALIFICATIONS Each bidder shall, upon request of the City of Waterloo, Iowa, submit on the form furnished for that purpose (a copy of which is included in the contract documents), a statement of bidder's qualifications, his/her experience record in constructing the type of improvements embraced, and his/her organization and equipment available for the work contemplated; and, when specifically requested, a detailed financial statement. The City of Waterloo, Iowa, shall have the right to take such steps as it deems necessary to determine the ability of the bidder to perform his/her obligations under the contract, and the bidder shall furnish the City of Waterloo, Iowa, all such information and data for this purpose as it may request. The right is reserved to reject any bid where an investigation of the available evidence or information does not satisfy the City of Waterloo, Iowa, that the bidder is qualified to carry out properly the terms of the contract. 13. AWARD OF CONTRACT a. Award of contract will be made to that responsive and responsible bidder whose bid, conforming to the Specifications, is most advantageous to the City of Waterloo; price and other factors considered. The intention is to award the contract at any time of opening bids, but the right is reserved to postpone such action for a reasonable time, not exceeding thirty (30) days. b. The City Council may, when in its interest, reject any or all bids or waive any informality in bids received. C. The bidder shall submit bids on all the items listed in the proposal and shall state the unit bid price in words in the blank spaces provided beneath the item description. Should there be any discrepancy between the unit bid price in words and listed numeral unit bid price, the City of Waterloo shall consider the unit bid price in words as being the valid unit bid price. A computer-generated spreadsheet as herein provided shall also be acceptable. Proposals requiring mathematical computations to determine unit prices or totals will be rejected. A contract will be awarded to the qualified bidder submitting the lowest total bid for the BASE BID plus ALTERNATE(S) chosen by the City as indicated in the NOTICE TO BIDDERS. d. When a contract for a public improvement is to be awarded to the lowest responsive and responsible bidder, a resident bidder shall be allowed a preference as against a nonresident bidder from a state or foreign country if that state or foreign country gives or requires any preference to bidders from that state or foreign country, including but not INSTRUCTIONS TO BIDDERS CONTRACT NO. 1032 IB-8 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 60 of 595 limited to any preference to bidders, the imposition of any type of labor force preference, or any other form of preferential treatment to bidders or laborers from that state or foreign country. The preference allowed shall be equal to the preference given or required by the state or foreign country in which the nonresident bidder is a resident. In the instance of a resident labor force preference, a nonresident bidder shall apply the same resident labor force preference to a public improvement in this state as would be required in the construction of a public improvement by the state or foreign country in which the nonresident bidder is a resident. 14. EXECUTION OF AGREEMENT, BONDS, AND CERTIFICATE OF INSURANCE a. Subsequent to the award and within ten (10) days after the prescribed forms are presented for signature, the successful bidder shall execute and deliver to the City of Waterloo, Iowa, an agreement in the form included in the contract documents in such number of copies as the City of Waterloo, Iowa, may require. b. Having satisfied all conditions of award as set forth elsewhere in these documents, the successful bidder shall, within the period specified in paragraph "a" above, furnish a surety bond and a payment bond in a penal sum not less than the amount of the contract as awarded, as security for the faithful performance of the contract and terms and conditions therein contained and shall guarantee the prompt payment of all persons, firms, or corporations to whom the contractor may become legally indebted for labor, materials, tools, equipment, or services of any nature including utility and transportation services, employed or used by him/her in performing the work. The bonds shall protect and save harmless the City from claims and damages of any kind caused by the operations of the contractor and shall also guarantee the maintenance of the contract improvements for the period stated in the Notice of Hearing from and after completion of said improvements and their acceptance by the City. Such bonds shall be in the same form as that included in the contract documents and shall bear the same date as, or a date subsequent to that of the agreement. The current Power of Attorney for the person who signs for any surety company shall be attached to such bonds. C. The successful bidder shall, within the period specified in paragraph "a" above, furnish a certificate of insurance for approval in amounts of not less than the amounts specified in the General Specifications for Construction, Section F. No. 4 "Liability Insurance," Pages 10 to 11 of 14 Pages. The certificate of insurance shall be furnished in such number of copies as the City of Waterloo may require. The City of Waterloo shall be named as an "Additional Insured." The contractor shall similarly submit his/her subcontractor's certificates of insurance in the amounts for approval before each commences work. The contractor shall carry or require that there be Workmen's Compensation Insurance for all his/her employees and those of his/her subcontractors engaged in work at the site, in accordance with State Workmen'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 of Waterloo, Iowa, may grant, based upon reasons determined sufficient by the City of Waterloo, Iowa, may either award the contract to the next lowest bidder or re-advertise for bids, and may charge against the bidder the difference between the amount of the bid and the amount for which a contract for the work is subsequently executed, irrespective of whether the amount thus due exceeds the amount of the bid guaranty. If a more favorable bid is received by re- advertising, the defaulting bidder shall have no claim against the City of Waterloo, Iowa, for a refund. INSTRUCTIONS TO BIDDERS CONTRACT NO. 1032 IB-9 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 61 of 595 15. BIDDER STATUS Attention of bidders is called to the requirement of complying with the provisions of the Resident Bidder/Non-Resident Bidder requirement. Each bidder submitting a bid shall execute and include with the bid, a Bidder Status Form in the form herein provided. Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. INSTRUCTIONS TO BIDDERS CONTRACT NO. 1032 IB-10 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 62 of 595 FORM OF BID OR PROPOSAL FINAL CLARIFIER NO. 3 DEWATERING WELLS CONTRACT NO. 1032 CITY OF WATERLOO, IOWA Honorable Mayor and City Council Waterloo, Iowa Gentlemen: 1. The undersigned, being a Corporation existing under the laws of the State of a Partnership consisting of the following partners: having familiarized (himself) (themselves) (itself) with the existing conditions on the project area affecting the cost of the work, and with all the contract documents listed in the Table of Contents and Addenda (if any), as prepared by AECOM now on file in the office of the City Clerk, City Hall, Waterloo, Iowa, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, appurtenances, equipment, and services, including utility and transportation services required to construct and complete the FINAL CLARIFIER NO. 3 DEWATERING WELLS, CONTRACT NO. 1032, all in accordance with the above-listed documents and for the unit prices for work in place for the following items and quantities: FINAL CLARIFIER NO. 3 DEWATERING WELLS CONTRACT NO. 1032 Item Description Unit Est. Qty. Unit Bid Price Total Bid No. Price 1 Mobilization and General Items LS 1 $ $ 2 New Piezometer EA 1 $ $ 3 New Dewatering Wells EA 3 $ $ 4 72-Hour Pump Test on TW2 LS 1 $ $ Pump and Discharge System 5 LS 1 $ $ Installation, Rental and Removal 6 Extended Pumping System 24-Hour Day 7 $ $ 7 Standby Rental of 3-Well Pumping Month 1 $ $ System 8 Transducers EA 8 $ $ 7- TOTAL BID AMOUNT $ 2. It is understood that the quantities set forth are approximate only and subject to variation and that the unit bid price for the work done shall govern in the actual payment to Contractor. 3. In submitting this bid, the bidder understands that the right is reserved by the City of Waterloo, Iowa, to reject any or all bids. If written notice of the acceptance of this bid is mailed, telegraphed, or delivered to the undersigned within thirty(30)days after the opening thereof, or at any time thereafter before this bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required bond and certificate of the insurance within ten (10) days after the agreement is presented to him for signature, and start work within ten (10) days after "Notice to Proceed" is issued. 4. Security in the sum of Dollars ($ ) in the form of is submitted herewith in accordance with the INSTRUCTIONS TO BIDDERS. FORM OF BID CONTRACT NO. 1032 FB-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 63 of 595 5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor. 6. Attached hereto is a Bidder Status Form indicating Resident Bidder Certification ( ), or Non-Resident Bidder Certification ( ). (Mark one.) 7. The bidder is prepared to submit a financial and experience statement upon request. 8. The Prime Contractor and Subcontractor(s), which have performed an aggregate of $10,000.00 in work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC, within ten (10)days of notification that the bid submitted is lowest and acceptable. 9. The bidder has received the following Addendum or Addenda: Addendum No. Date 10. The bidder shall list the MBE/WBE subcontractor(s) amount of subcontracts and bid items on the City of Waterloo Minority and/or Women Business Pre-bid Contact Information Form submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a list of all other Subcontractor(s) to be used on this Project to the City of Waterloo by 5:00 p.m. the business day following the day Bids on this Project are due along with the Non-Collusion Affidavits of All Subcontractor(s). The Contractor shall submit information on subcontractors on "SUBCONTRACTOR REQUEST AND APPROVAL" Form to be provided by City prior to approval of contract. The subcontractors listed on this proposal and/or submitted to the Contract Compliance Officer cannot be changed except for the following reasons: 1) The City of Waterloo does not approve the subcontractors. 2) The subcontractors submit in writing that they cannot fulfill their subcontracts. 11. The bidder has filled in all blanks on this proposal. Those blanks not applicable are marked "none" or"NA". 12. The bidder has attached all applicable forms. 13. The Owner reserves the right to select alternates, delete line items, and/or to reduce quantities prior to the award of a contract due to budgetary limitations. (Name of Bidder) (Date) BY: Title Official Address: (Including Zip Code): I.R.S. No. FORM OF BID CONTRACT NO. 1032 FB-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 64 of 595 INFORMATION NEEDED FOR IOWA CONSTRUCTION SALES TAX EXEMPTION CERTIFICATE CONTRACTOR NAME: ADDRESS: (Check One) PRIME SUBCONTRACTOR FEDERAL ID#: PROJECT NAME: PROJECT CONTRACT NO.: DESCRIPTION OF WORK: ❑ Brickwork ❑ Landscaping ❑ Carpentry ❑ Painting ❑ Concrete ❑ Paving ❑ Drywall-Plaster-Insulation ❑ Plumbing ❑ Electrical ❑ Roofing-Siding-Sheet Metal ❑ Excavation/Grading ❑ Windows ❑ Flooring ❑ Wrecking-Demolition ❑ Heavy Construction ❑ Other (Please specify) ❑ Heating-Ventilating-Air Cond. ❑ SALES TAX EXEMPTION CONTRACT NO. 1032 STE-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 65 of 595 THIS PAGE LEFT BLANK INTENTIONALLY SALES TAX EXEMPTION CONTRACT NO. 1032 STE-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 66 of 595 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 pres- ents to be signed by their proper officers this day of A.D. 20_ (Seal) Principal By (Title) (Seal) Witness Surety By Witness Attorney-in-fact BID BOND CONTRACT NO. 1032 BB-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 67 of 595 THIS PAGE LEFT BLANK INTENTIONALLY BID BOND CONTRACT NO. 1032 BB-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 68 of 595 NON-COLLUSION AFFIDAVIT OF PRIME BIDDER State of ) )ss County of ) being first duly sworn, deposes and says that: 1. He is (Owner, Partner, Officer, Representative, or Agent) , of the Bidder that has submitted the attached Bid; 2. He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; 3. Such Bid is genuine and is not a collusive or sham Bid; 4. Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or, to fix any overhead, profit or cost element of the bid price or the bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the Proposed Contract; and 5. The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. (Signed) Title Subscribed and sworn to before me this day of 20_ Title My commission expires NON-COLLUSION AFFIDAVIT CONTRACT NO. 1032 NCA-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 69 of 595 NON-COLLUSION AFFIDAVIT OF SUBCONTRACTOR State of ) ss: County of ) being first duly sworn, deposes and says that: 1. He is (Owner, Partner, Officer, Representative, or Agent) , of hereinafter referred to as the "Subcontractor;" 2. He is fully informed respecting the preparation and contents of the subcontractor's proposal submitted by the subcontractor to contract pertaining to the project in (City or County and State) 3. Such subcontractor's proposal is genuine and is not a collusive or sham proposal; 4. Neither the subcontractor nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant, has in any way colluded, conspired, connived, or agreed, directly or indirectly, with any other bidder, firm or person to submit a collusive or sham proposal in connection with such contract or to refrain from submitting a proposal in connection with such contract, or has in any manner, directly or indirectly, sought by unlawful agreement or connivance with any other bidder, firm or person to fix the price or prices in said subcontractor's proposal, or to fix any overhead, profit or cost element of the price of prices in said subcontractor's proposal, or to secure through collusion, conspiracy, connivance or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the proposed contract; and 5. The price or prices quoted in the subcontractor's proposal are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. (Signed) Title Subscribed and sworn to before me this day of 20 Title My commission expires NON-COLLUSION AFFIDAVIT CONTRACT NO. 1032 NCA-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 70 of 595 EQUAL OPPORTUNITY CLAUSE (As provided in Executive Order No. 11246) All contractors, subcontractors, vendors and suppliers of goods and services doing business with the City and value of said business equals or exceeds ten thousand dollars ($10,000.00) annually agree as follows: 1. The contractors, subcontractor, vendor and supplier of goods and services will not discriminate against any employee or applicant for employment because of race, color, creed, sex, national origin, economic status, age, mental or physical handicap, political opinions or affiliations. The contractor, subcontractor, vendor and supplier will develop an Affirmative Action program to ensure that applicants are employed and that employees are treated during employment without regard to their race, creed, color, sex, national origin, religion, economic status, age, mental or physical disability, political opinions or affiliations. Such actions shall include but not be limited to the following: a. Employment b. Upgrading c. Demotion or Transfer d. Recruitment and Advertising e. Layoff or Termination f. Rates of Pay or Other Forms of Compensation g. Selection for Training Including Apprenticeship 2. The contractor, subcontractor, vendor and supplier of goods and services will, in all solicitations or advertisements for employees, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, sex, national origin, religion, economic status, age, mental or physical disabilities, political opinion or affiliations. 3. The contractor, subcontractor, vendor and supplier or his/her collective bargaining representative will send to each labor union or representative of workers which he/she has a collective bargaining agreement or other contract or understanding, a notice advising said labor union or workers' representative of the contractor's commitment under this section. 4. The contractor, subcontractor, vendor and supplier of goods and services will comply with all published rules, regulations, directives, and order of the City of Waterloo Affirmative Action Program Contract Compliance Provisions. 5. The contractor, subcontractor, vendor and supplier of goods and services will furnish and file compliance reports within such time and upon such forms as provided by the Affirmative Action Officer. Said forms will elicit information as to the policies, procedures, patterns, and practices of each subcontractor as well as the contractor himself/herself and said contractor, subcontractor, vendor and supplier will permit access to his/her employment books, records and accounts to the City's Affirmative Action Officer, for the purpose of investigation to ascertain compliance with this contract and with rules and regulations of the City's Affirmative Action Program—Contract Compliance Provisions relative to Resolution No. 24664. 6. In the event of the contractor's non-compliance with the non-discrimination clauses of this contract or with any of such rules, regulations and orders, this contract may be canceled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further contracts in accordance with procedures authorized by the City Council. 7. The contractor, subcontractor, vendor and supplier of goods and services will include, or incorporate by reference, the provisions of the non-discrimination clause in every contract, EQUAL OPPORTUNITY CLAUSE CONTRACT NO. 1032 EOC-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 71 of 595 subcontract or purchase order unless exempted by the rules, regulations or orders of the City's Affirmative Action Program, and will provide in every subcontract, or purchase order that said provisions will be binding upon each contractor, subcontractor, or supplier. 8. We, the undersigned, recognize that we are morally and legally committed to non-discrimination in employment. Any person who applies for employment with our company will not be discriminated against because of race, creed, color, sex, national origin, economic status, age, mental or physical disabilities. (Signed) (Appropriate Official) (Title) (Date) EQUAL OPPORTUNITY CLAUSE CONTRACT NO. 1032 EOC-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 72 of 595 TITLE VI CIVIL RIGHTS During the performance of this contract, the contractor (for itself), its assignees, and successors in interest (hereinafter referred to as the "contractor")agrees as follows: 1. Compliance with Regulations: The contractor shall comply with the Regulations relative to non- discrimination in Federally assisted programs of the DOT Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, national origin, sex, age, or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontracts, Including Procurement of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurement of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to non-discrimination on the grounds of race, color, national origin, sex, age, or disability. 4. Information and Reports: The contractor shall provide all information and reports required by the Regulations or directives issued pursuant there to, and shall allow access to its books, records, accounts, other sources of information, and its facilities as may be determined by the Contracting Authority, the Iowa DOT, or FHWA to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the Contracting Authority, the Iowa DOT, or the FHWA as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the Contracting Authority, the Iowa DOT, or the FHWA shall impose such contract sanctions as they may determine to be appropriate, including, but not limited to: a. Withholding of payments to the contractor under the contract until the contractor complies, and/or b. Cancellation, termination, or suspension of the contract, in whole or in part. 6. Incorporation of Provisions: The contractor shall include the provisions of paragraphs (1)through (6) in every subcontract, including procurement of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Contracting Authority, the Iowa DOT, or the FHWA may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event of a contractor becomes involved in, or it threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Contracting Authority or the Iowa DOT to enter into such litigation to protect the interests of the Contracting Authority or the Iowa DOT; and, in addition, the contractor may request the United States to enter into such litigation to protect the interest of the United States. TITLE VI CIVIL RIGHTS CONTRACT NO. 1032 TVI-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 73 of 595 THIS PAGE LEFT BLANK INTENTIONALLY TITLE VI CIVIL RIGHTS CONTRACT NO. 1032 TVI-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 74 of 595 Bidder Status Form To be completed by all bidders Part A Please answer"Yes" or"No"for each of the following: ❑ Yes ❑ No My company is authorized to transact business in Iowa. (To help you determine if your company is authorized, please review the worksheet on the next page). ❑ Yes ❑ No My company has an office to transact business in Iowa. ❑ Yes ❑ No My company's office in Iowa is suitable for more than receiving mail, telephone calls, and e-mail. ❑ Yes ❑ No My company has been conducting business in Iowa for at least 3 years prior to the first request for bids on this project. ❑ Yes ❑ No My company is not a subsidiary of another business entity or my company is a subsidiary of another business entity that would qualify as a resident bidder in Iowa. If you answered "Yes" for each question above, your company qualifies as a resident bidder. Please complete Parts B and D of this form. If you answered "No"to one or more questions above, your company is a nonresident bidder. Please complete Parts C and D of this form. To be completed by resident bidders Part B My company has maintained offices in Iowa during the past 3 years at the following addresses: Dates: / / to / / Address: City, State, Zip: Dates: / / to / / Address: City, State, Zip: Dates: / / to / / Address: You may attach additional sheet(s) if needed. City, State, Zip: To be completed by non-resident bidders Part C 1. Name of home state or foreign country reported to the Iowa Secretary of State: 2. Does your company's home state or foreign country offer preferences to resident bidders, resident labor force preferences or any other type of preference to bidders or laborers? E] Yes F] No 3. If you answered "Yes"to question 2, identify each preference offered by your company's home state or foreign country and the appropriate legal citation. You may attach additional sheet(s) if needed. To be completed by all bidders Part D I certify that the statements made on this document are true and complete to the best of my knowledge and I know that my failure to provide accurate and truthful information may be a reason to reject my bid. Firm Name: Signature: Date: You must submit the completed form to the governmental body requesting bids per 875 Iowa Administrative Code Chapter 156. This form has been approved by the Iowa Labor Commissioner. 309-6001 (09-15) Page 75 of 595 BSF-1 Worksheet: Authorization to Transact Business This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the following describes your business, you are authorized to transact business in Iowa. ❑ Yes ❑ No My business is currently registered as a contractor with the Iowa Division of Labor. ❑ Yes ❑ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes. ❑ Yes ❑ No My business is a general partnership or joint venture. More than 50 percent of the general partners or joint venture parties are residents of Iowa for Iowa income tax purposes. ❑ Yes ❑ No My business is an active corporation with the Iowa Secretary of State and has paid all fees required by the Secretary of State, has filed its most recent biennial report, and has not filed articles of dissolution. ❑ Yes ❑ No My business is a corporation whose articles of incorporation are filed in a state other than Iowa, the corporation has received a certificate of authority from the Iowa secretary of state, has filed its most recent biennial report with the secretary of state, and has neither received a certificate of withdrawal from the secretary of state nor had its authority revoked. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in this state and the statement has not been canceled. ❑ Yes ❑ No My business is a limited liability partnership which has filed a statement of qualification in a state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement of cancellation has not been filed. ❑ Yes ❑ No My business is a limited partnership or limited liability limited partnership which has filed a certificate of limited partnership in this state, and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited partnership or a limited liability limited partnership whose certificate of limited partnership is filed in a state other than Iowa, the limited partnership or limited liability limited partnership has received notification from the Iowa secretary of state that the application for certificate of authority has been approved and no notice of cancellation has been filed by the limited partnership or the limited liability limited partnership. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in Iowa and has not filed a statement of termination. ❑ Yes ❑ No My business is a limited liability company whose certificate of organization is filed in a state other than Iowa, has received a certificate of authority to transact business in Iowa and the certificate has not been revoked or canceled. 309-6001 (09-15) BSF-2 Page 76 of 595 Revised February 2003 CONTRACTOR'S OR SUBCONTRACTOR'S AFFIRMATIVE ACTION PROGRAM Check box that applies to party completing program: ❑ General Contractor ❑ Subcontractor I. Section A to be completed by GENERAL CONTRACTORS only: A. Name of Company Address of Company Zip Telephone Number( ) Federal ID Number(if no Federal ID Number, Owner/President's Social Security Number) Name of Project Project Contract Number Estimated Construction Work Dates / Start Finish Section B to be completed by SUBCONTRACTORS only: B. Name of General or Prime Contractor Name of Subcontractor Subcontractor's Address Zip Subcontractor's Telephone Number( ) Subcontractor's Federal ID Number(if no Federal ID Number Owner/President's Social Security Number) Name of Equal Employment Officer C. Remainder of program to be completed by party completing program, either Prime or Subcontractor. 1. The Owners and/or Principals of your company: -1 - Page 77 of 595 Ethnic Name Address Position Sex Origin 2. Other Areas of Interest: If your company has branches or subsidiaries, or if your company is a branch or subsidiary of a parent organization, give the following information: Type of Name Address Affiliation Degree II. EMPLOYER'S POLICY(Please read carefully.) A. We, the undersigned, recognize that we are morally and legally committed to nondiscrimination in employment. Any person who applies for employment with our company will not be discriminated against because of race, color, creed, sex, national origin, economic status, age, mental or physical handicap. B. The employment policies and practices of the undersigned are to recruit and hire employees without discrimination, and to treat them equally with respect to compensation and opportunities for advancement, including training, upgrading, promotion, and transfer. However, we realize the inequities associated with employment training, upgrading, contracting and subcontracting for minorities and women and we will direct our efforts to correcting any deficiencies to the maximum extent possible. The same will be required of our SUBCONTRACTORS and suppliers. C. We submit this program to assure compliance with Executive Order 11246, as amended, and other subsequent orders that may pertain to equal employment opportunity and merit employment policies, fully realizing that our qualification and/or merit system should be evaluated and revised, if necessary. D. We agree to put forth the maximum effort to achieve full employment and utilization of capabilities and productivity of all our citizens without regard to race, creed, color, sex, national origin, economic status, age, and mental or physical handicap. E. will give training (Name of Company) and employment opportunities to local residents of Waterloo, Iowa, to the greatest extent feasible. III. AFFIRMATIVE ACTION A. recognizes that the (Name of Company) -2- Page 78 of 595 effective application of a policy of merit employment involves more than just a policy statement, and (Name of Company) will, therefore, re-evaluate our Affirmative Action Program to ensure that equal employment opportunities are available on the basis of individual merit, and to actively encourage minorities, women and local residents to seek employment with our company on this basis. B. will undertake the (Name of Company) following six (6)steps to improve our Affirmative Action Program: 1. Minority Recruitment and Employment; 2. Local Recruitment and Employment; 3. Disabled Veteran and Vietnam Era Veteran Recruitment and Employment; 4. Handicapped Recruitment and Employment; 5. Female Recruitment and Employment; and 6. Training, Upgrading and Promotional Opportunities. C. will take (Name of Company) whatever steps are necessary to ensure that our total work force has adequate minority, female, and local representation. We will utilize the following methods in our recruitment attempts: 1. Local advertising media (newspapers, radio, TV); 2. Community organizations (churches, clubs, schools); 3. Public and private institutions in the area (UNI, Hawkeye Community College); 4. Job Service of Iowa; and 5. Other. D. will seek qualified minority, (Name of Company) female, and local group applicants for all job categories and will make asserted efforts to increase minority, female and group representation in occupations at the higher levels or skill and responsibility. E. All sources of employment used shall be aware that we are an Equal Employment Opportunity Employer. Labor organizations representing our employees will be notified of our Equal Employment Opportunity Policy and Affirmative Action Program. F. Training, upgrading, promotion and transfer activities at all levels will be monitored to ensure that full consideration has been given to qualified minority, female, and local group employees. G. will encourage other (Name of Company) companies with whom we are associated and/or do business, to do the same and we will assist them in their efforts. H. has taken the following (Name of Company) Affirmative Action to ensure that minority, female, local contractors and/or suppliers were provided opportunities to negotiate and/or bid on this project: (if none, write ,NONE") 1. -3- Page 79 of 595 2. I. As a result of the above efforts, we have involved minority, female, and local contractors and/or suppliers in the following areas of subcontracting: (if none, write "NONE") 1. 2. J. will require approved (Name of Company) Affirmative Action Programs from all nonexempt contractors who propose to work on this project and will take whatever steps are necessary to ensure that non-minority contractors have adequate representation of minority, female and local persons in their total work force. K. In further accordance with rules and guidelines issued pursuant to Executive Order 11246 as amended, we establish the goals for our company, based on parity percentages supplied by the City, and we realize these goals will be reviewed on an annual basis. L. will keep records of (Name of Company) specific actions relative to recruitment, employment, training, upgrading and promotion and will provide the City of Waterloo with any information relative to same, including activities of our SUBCONTRACTORS and suppliers as necessary or when requested. M. Parity figures for companies located in Waterloo are as follows: Minority Parity = .08 (8%) N. Affirmative Action (Name of Company) Employment Goals: The definition of Affirmative Action Goals is as follows: "Goals may not be rigid and inflexible quotas which must be met, but must be targets, reasonably attainable by means of applying every good faith effort to make all aspects of the entire Affirmative Action Program work." For the year 202_, please submit percentage targets for employing minorities and women. If you already have reached your target for hiring minorities and women, please submit that percentage. *Goals for Minorities: % Goals for Women: % *Your affirmative action goals should be between 1% and 10% or more for minorities and 1% and 5% or more for women. Please be advised that the goals or targets are purely your estimation of how many women and minorities your company can reasonably expect to hire in 202_. Note, that none of the goals are rigid or inflexible. They are targets that your company calculates as reasonably attainable. This will help the City in its monitoring procedures as required by City of Waterloo Resolution No. 1984-142(4). -4- Page 80 of 595 CONTRACTOR'S TOTAL WORK FORCE (WATERLOO) HOURLY NAME AND ADDRESS JOB CATEGORY RACE SEX WAGE INDICATE: DISABLED VETERAN: DV VIETNAM ERA VETERAN: VV HANDICAPPED: H -5- Page 81 of 595 We hereby certify that we are in compliance with all City and Federal Affirmative Action Regulations and agree to accept all liability for failure to comply. Respectfully submitted, By: Company Executive Date By: Equal Employment Opportunity Officer Date City of Waterloo Affirmative Action Officer Approved Disapproved Reason: By: Date: -6- Page 82 of 595 DESCRIPTION OF JOB CATEGORIES 1. Officials/Manager: Occupations in which employees set broad policies, exercise overall responsibility for execution of all policies, or direct individual departments or special phases of the agency's operations or provide specialized consultation on a regional, district or area basis. Includes: department heads, bureau chiefs, division chiefs, directors, deputy directors, controllers, examiners, wardens, superintendents, unit supervisors, sheriffs, police and fire chiefs and inspectors and kindred workers. 2. Professionals: Occupations which require specialized and theoretical knowledge which is usually required through college training or thorough work experience and other training which provides comparable knowledge. Includes: personnel and labor relations workers, social workers, doctors, psychologists, registered nurses, economists, dietitians, lawyers, system analysts, accountants, engineers, employment and vocational rehabilitation counselors, teachers or instructors, police and fire captains and lieutenants and kindred workers. 3. Technicians: Occupations which require a combination of basic scientific or technical knowledge and manual skill which can be obtained through specialized post-secondary school education and through equivalent on-the-job training. Includes: computer programmers and operations, draftsmen, surveyors, licensed practical nurses, photographs, radio operators, technical illustrators, police and fire sergeants and kindred workers. 4. Office/Clerical: Workers are responsible for internal and external communication, recording and retrieval of data and/or information and other paper work required in an office. Includes: bookkeepers, messengers, office machine operators, clerk-typists, stenographers, court transcribers, hearing reporters, statistical clerks, dispatchers, license distributors, payroll clerks and kindred workers. 5. Skilled Craft Workers: Workers perform jobs which require special manual skill and a thorough and comprehensive knowledge of the processes involved in the work which is acquired through on-the-job training programs. Includes: Mechanics and repairman, electricians, heavy equipment operators, stationary engineers, skilled machine occupations, carpenters, compositors and typesetters and kindred workers. 6. Sales Workers: Occupations engaging wholly and primarily in direct selling. Includes: advertising agents and salesman, insurance agents and brokers, real estate agents and brokers, stock and bond salesmen, demonstrators, salesmen and sales clerks, grocery clerks and cashier checkers, and kindred workers. 7. Operatives (semi-skilled): Workers who operate machine or processing equipment or perform other factory-type duties of intermediate skill level which can be mastered in a few weeks and require only limited training. Includes: apprentices (auto mechanics), plumbers, building trades, metal working trades, bricklayers, carpenters, electricians, machinists, mechanics, printing trades, etc., operatives, attendants (auto service and parking), plasterers, chauffeurs, deliverymen and furnacemen, heaters (metal), laundry and dry cleaning operatives, milliners, mine operatives and laborers, motormen, oilers and greasers, (except auto painters), (except construction and maintenance), photographic process workers, stationary fireman, truck and tractor drivers, weavers, (textile), welders and flame cutters and kindred workers. 8. Laborers (unskilled): Workers in manual occupations which generally require no special training. Perform elementary duties that may be learned in few days and require the application of little or no independent judgment. Includes: garage laborers, car washers and greasers, gardeners (except farm) and groundskeepers, longshoremen, and stevedores, lumbermen, -7- Page 83 of 595 craftsmen and woodchoppers, laborers performing lifting, digging, mixing, loading and pulling operations and kindred workers. 9. Apprentices: Persons employed in a program including work training and related instruction to learn a trade or craft which is traditionally an apprenticeship, regardless of whether the program is registered with a Federal or State agency. 10. Trainees (on-the-lob): Production. . . persons in formal training for craftsmen when not trained under apprentice programs--operative laborer, and service occupations. White Collar. . . persons engaged in formal training for clerical, managerial, professional, technical, sales, office and clerical occupations. -s- Page 84 of 595 ITEMS OF POTENTIAL MBEMBE PARTICIPATION NOTICE TO PROSPECTIVE BIDDERS: The following are items from the FINAL CLARIFIER NO. 3 DEWATERING WELLS, CONTRACT NO. 1032, project that have a potential for MBE/WBE Participation. This listing, however, is not intended to be all encompassing; to preclude MBE/WBE Contractors from bidding on any items of the Proposal as a Subcontractor or the entire Proposal as a Prime Contractor. BID TOTAL ITEM DESCRIPTION UNIT QTY 1 Mobilization and General Items LS 1 2 New Piezometer EA 1 3 New Dewatering Wells EA 3 4 72-Hour Pump Test on TW2 LS 1 5 Pump and Discharge System Installation, Rental and Removal LS 1 6 Extended Pumping of the System 24-HR Day 7 7 Standby Rental of 3-Well Pumping System Month 1 8 Transducers EA 8 MBE/WBE GOALS FOR THIS PROJECT IMPORTANT: Prime Contract Bidders should be aware that ten percent (10%) MBE goal and a two percent(2%)WBE goal is attached to this project. "Certified Return Receipt" letters are no longer needed with the bid showing proof of contacting MBE or WBE Subcontractors, but the Pre-Bid Contact Information Form must be filled out completely. City of Waterloo Contract Compliance Officer: Contract Compliance Officer Community Development Board Carnegie Annex, Suite 202 620 Mulberry Street Waterloo, IA 50703 Phone: (319)291-4429 MBE/WBE PARTICIPATION CONTRACT NO. 1032 M-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 85 of 595 SUBCONTRACTOR'S BID REQUEST FORM PRIME BIDDER'S LETTERHEAD Contract No.: Letting Date: I, (subcontractor's name), hereby attest that I have been solicited for a bid on (project name) in the area of(description of work and bid item no.). (Prime contractor) has informed me that if I am interested in bidding, a subcontracting bid proposal must be submitted to the company office by (date) and (time). Subcontractor's Company Name Date Subcontractor's Signature Date Prime Bidder's Signature MBE/WBE PARTICIPATION CONTRACT NO. 1032 M-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 86 of 595 LETTER TO BE USED WHEN SOLICITING FOR SUBCONTRACTOR QUOTES Subcontractor Company Name Address RE: Contract No.: Dear (Prime Contractor's Company Name) is presently soliciting for the following work in connection with the above referenced project. (Insert bid Item Nos. and Description of Work) (Prime Contractor's Company Name) is an Equal Opportunity Employer, and all qualified bidders will not be discriminated against due to race, religion, color, sex, or origin. If interested in bidding your proposal must be turned in to this office by Date and (Time) Sincerely, (Prime Contractor's Representative) Form CCO- 3 (11/28/2001) MBE/WBE PARTICIPATION CONTRACT NO. 1032 M-3 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 87 of 595 LETTER OF INTENT TO BID (MBE/WBE LETTER) According to the Current MBE/WBE Contract Compliance Program - 2002, all MBE/WBE Contractors interested in submitting subcontractor quotes on construction projects with goals, MUST submit a LETTER OF INTENT TO BID to the City of Waterloo Contract Compliance Officer at least seven (7) days prior to bid opening. The LETTER OF INTENT TO BID must list the specific items which the MBE/WBE Contractor is interested in bidding. Letter should include the following: Name of Project: Your Company Name: Address: Phone: Date: List of Specific items to be bid: Item No. Description: Item No. Description: Item No. Description: Item No. Description: Item No. Description: (Subcontractor's Company Name and authorized signature) Return this LETTER OF INTENT TO BID to: Contract Compliance Officer Community Development Board 620 Mulberry St. Carnegie Annex, Suite 202 Waterloo, IA 50703 Phone: (319)291-4429 Form CCO-5 (06-20-2002) MBE/WBE PARTICIPATION CONTRACT NO. 1032 M-4 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 88 of 595 MBE/WBE BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM INSTRUCTIONS Prime Contractor Responsibilities: Prime Contractors bidding on City of Waterloo contract work are required to ensure that MBE/WBE businesses are provided the opportunity to participate in the performance of contracts and subcontracts. Prime contractors are required to assist MBE/WBE businesses in overcoming barriers to participation, and must make good faith efforts to secure bids from, and award subcontracts to, MBE/WBE businesses. For all contract bids of $50,000 or more, the following is required to demonstrate good faith efforts in accordance with this policy: 1. "MBE/WBE BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM"submitted with the prime contractor bid, properly completed and signed on Form CCO-4 (Rev. 06-20-02). Please note that this document must include all subcontractor contacts, bids received, and awarded - not just those related to disadvantaged business enterprise vendors. 2. A minimum of three (3) MBE/WBE business contacts must be made and documented, if there are at least three (3) MBE/WBE businesses offering services in the areas to be subcontracted (see City of Waterloo MBE/WBE Certified List). If less than three (3)are offering the services to be subcontracted, then a contact is required for any that are listed as providing that service. If you have submitted a MBE/WBE contact not on the City's MBE/WBE list, attach a copy of the certification from another government agency. 3. Contacts to each MBE/WBE businesses are required to be a minimum of seven (7)working days prior to the date the prime contractor submits the bid to the City of Waterloo. 4. The following documentation must accompany the "MBE/WBE BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM" for each MBE/WBE business contacted: a.A copy of the bid received from the MBE/WBE, OR b. If no bid was received, a copy of correspondence received from the MBE/WBE with a"no bid"response, OR c. If no response was received, a copy of the solicitation sent to the MBE/WBE with proof of mailing attached. 5. If any MBE/WBE business submitting bids are not selected for subcontract award, documentation must accompany the "MBE/WBE BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM"on why the MBE/WBE was not selected. These reasons could include: a. Not low bid. Copies of the competing bids may be required for verification. b. MBE/WBE did not bid,withdrew bid or was non-responsive. c. Documentation of other business-related reason for not selecting the MBE/WBE business for a subcontract. d. Prime contractor self performs work. e.Any other reason relied on by the Prime Contractor. The Contract Compliance Officer will determine the weight to be given to each item listed above (supported by appropriate documentation) based on overall program goals. Subcontractors Responsibilities: 1. Each MBE/WBE firm planning to submit quotes on construction projects with goals,shall submit a Letter of Intent to Bid (Form CCO-5)to the City Contract Compliance Officer seven (7)working days prior to bid opening, listing specific items which the MBE/WBE firm is interested in bidding. If the City Contract Compliance Officer does not receive sufficient scope letters seven (7)working days prior to bid opening, goals on subject project will be reduced accordingly. Agreements between the bidder/proposer and an MBE/WBE in which the MBE/WBE promises not to provide subcontracting quotations to other bidders/proposers are prohibited. Form CCO-4A Rev. 07-08-02 MBE/WBE PARTICIPATION CONTRACT NO. 1032 M-5 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 89 of 595 MBE/WBE BUSINESS ENTERPRISE PRE-BID CONTACT INFORMATION FORM Prime Contractor Name: Project: Letting Date: NO MBE/WBE SUBCONTRACTORS: If you are NOT using any MBE/WBE subcontractors to complete this project, sign below. Attach a brief explanation as to why subcontracting was not feasible with this project. If any MBE/WBE subcontractors will be used, please use the bottom portion of this form. Contractor Signature: Title: Date: SUBCONTRACTORS APPLICABLE: You are required, in order for your bid to be considered responsive, to provide the information on this form showing ALL of your MBE/WBE subcontractor contacts made for your bid submission. This information is subject to verification. Any questions should be directed to Contract Compliance Office 319-291-4429. You are required, in order for your bid to be considered responsive, to provide the information on this Form showing your MBE/WBE Business Enterprise contacts made prior to your bid submission. This information is subject to verifications and confirmation. If you are unable to identify MBE/WBE firms to perform portions of the work, please contact Louis Starks, Compliance Officer, for assistance at (319)291-4429. In the event it is determined that the MBE/WBE Business Enterprise goals are not met, then before awarding the contract the City of Waterloo will make a determination as to whether or not the apparent successful low bidder made good faith efforts to meet the goals. TABLE OF INFORMATION SHOWING BIDDER'S PRE-BID MBE/WBE BUSINESS ENTERPRISE CONTACTS Quotes Received Quotation used in bid MBE/WBE Dates Yes/No Dates Yes/No Dollar Amount Proposed to Subcontractors Contacted Contacted be Subcontracted (Form CCO-4) Rev. 06-20-02 MBE/WBE PARTICIPATION CONTRACT NO. 1032 M-6 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 90 of 595 CERTIFIED MBE / WBE CONTRACTORS CITY OF WATERLOO, IOWA CONTRACT COMPLIANCE OFFICE Community Development Board Carnegie Annex, Suite 202 620 Mulberry Street Waterloo,Iowa 50703 City WEB Site: www.ci.waterloo.ia.us Contract Compliance WEB Site for listing updates: http://www.cityofwaterlooiowa.com/contractcompliance Contact: Rudy Jones, Community Development Director Email: rudy.lonesAwaterloo-ia.org Phone: (319) 291-4429 Fax: (319) 291-4431 MBE/WBE Certified Contractors List Pagel of 4 Page 91 of 595 CERTIFIED MBE CONTRACTORS CARTER ELECTRIC 725 Adams Street Waterloo, IA 50703 Phone: (319) 232-9808 Pager: (319) 235-4021 Contact: Derrick Carter Specializing in: ELECTRICAL CONTRACTOR CULPEPPER ELECTRIC 1731 Cottage Grove Avenue Waterloo, IA 50707 Phone: (319) 235-0885 Fax: (319)236-8177 Contact: Martin Culpepper Certified: City of Waterloo Certified MBE, Licensed Electrician Specializing in: ELECTRICAL CONTRACTOR DANIELS HOME IMPROVEMENT 339 Albany Street Waterloo, IA 50703 Phone: (319) 961-1659 Contact: Sammy Daniels Specializing in: ALL TYPES OF CONCRETE FLA TWORK, POURED WALLS—ALL TYPES, FOOTINGS, LIGHT DEMOLITION D.C. CORPORATION 426 Beech Street Waterloo, IA 50703 Phone: (319)493-2542 FAX: (319)236-0515 Contact: Terry Phillips Certified: City of Waterloo Certified MBE, Iowa DOT, TSB Certified Specializing in: COMMERCIAL AND RESIDENTIAL DEMOLITION, CONCRETE PAVING, DRIVEWAYS, TRUCKING (ALL TYPES), GENERAL CONSTRUCTION Page 92 of 595 GREER'S WORKS 2003 Plainview Street Waterloo, IA 50703 Phone: (319) 233-4701 Contact: Willie Greer Specializing in: DRIVEWAYS, SIDEWALKS, CARPENTRY, ROOFING, GENERAL CONSTRUCTION OLD GREER'S WORKS 2309 Springview Street Waterloo, IA 50707 Phone: (319) 233-2150 Contact: David L. Greer, Sr. Specializing in: ROOFING& GENERAL CONSTRUCTION QUICK CONSTRUCTION 217 Bates Street Waterloo, IA 50703 Phone: (319) 215-4166 Contact: Leroy Harrington Specializing in: ALL TYPES OF CONCRETE FLA TWORK 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 93 of 595 CERTIFIED WBE CONTRACTORS ATLAS PAINTING, INC.* 911 Sycamore Street P.O. BOX 65 Waterloo, IA 50704 Phone: (319) 232-9164 Specializing in: COMMERCIAL AND INDUSTRIAL PAINTING WATCO CONSTRUCTION, INC.* 2920 Texas Street Waterloo, IA 50702 Phone: (319) 233-7481 Certified: City of Waterloo WBE Contact: Patricia J. Kimball Specializing in: STORM SEWER, INLETS, DRAIN TILE, WATER MAIN, SANITARY SEWER, INTAKE STR UCTURES PETERMAN & HAES CARPET ONE* 4003 University Waterloo, IA 50701 Phone: (319) 233-6131 Fax: (319)233-6133 Certified: City of Waterloo WBE Email: JR11486(a,cfu.net Contact: Carol Reese Specializing in: FLOOR COVERING *DENOTES WOMEN BUSINESS ENTERPRISE Page 94 of 595 STATEMENT OF BIDDER'S QUALIFICATIONS (To be submitted by the Bidder only upon the specific request of the City of Waterloo, Iowa.) All questions must be answered and the date given must be clear and comprehensive. This statement must be notarized. If necessary, questions may be answered on separate attached sheets. The Bidder may submit any additional information he desires. 1. Name of bidder. 2. Permanent main office address. 3. When organized. 4. If a corporation, when incorporated. 5. How many years have you been engaged in the contracting business under your present firm or trade name? 6. Contracts on hand: (Schedule these, showing amount of each contract and the appropriate anticipated dates of completion.) 7. General character of work performed by your company. 8. Have you ever failed to complete any work awarded to you? If so, where and why? 9. Have you ever defaulted on a contract? If so, where and why? 10. List the more important projects recently completed by your company, stating the approximate cost for each, and the month and year completed. 11. List your major equipment available for this contract. 12. Experience in construction work similar in importance to this project. 13. Background and experience of the principal members of your organization, including the officers. 14. Credit available: $ 15. Give bank reference: 16. Will you, upon request, fill out a detailed financial statement and furnish any other information that may be required by the City of Waterloo, Iowa? STATEMENT OF BIDDER'S QUALIFICATIONS CONTRACT NO. 1032 SBQ-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 95 of 595 17. The undersigned hereby authorizes and requests any person, firm, or corporation to furnish any information requested by the City of Waterloo, Iowa, in verification of the recitals comprising this Statement of Bidder's Qualifications. Dated at this day of 12020. (Name of Bidder) By: Title: State of ) ss: County of ) being duly sworn deposes and says that he/she 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 12020. Notary Public My commission expires STATEMENT OF BIDDER'S QUALIFICATIONS CONTRACT NO. 1032 SBQ-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 96 of 595 GENERAL SPECIAL PROVISIONS 1. SCOPE OF WORK The work covered by this contract consists of furnishing all labor, equipment, and materials and performing all operations, in connection with the FINAL CLARIFIER NO. 3 DEWATERING WELLS, CONTRACT NO. 1032, as shown on the contract drawings and in accordance with these specifications. The contract drawings, which accompany and form a part of this contract and specifications, are dated August 18, 2020. They have the general title of FINAL CLARIFIER NO. 3 DEWATERING WELLS, CONTRACT NO. 1032 The drawings are numbered and separately entitled as follows: Figure # Figure Description 1 Location Map 2 Plan of Test Wells and Piezometers 3 Typical Dewatering Well Completion Detail 4 Proposed Dewatering Well and Piezometer Details The Iowa Department of Transportation Standard Specifications for Highway and Bridge Construction, Series of 2015, plus the applicable General Supplemental Specifications and the 2020 Iowa Statewide Urban Specifications, also known as SUDAS, shall apply to construction work. These standard specifications are amended by the City of Waterloo Supplemental Specifications to the 2020 edition of SUDAS. Any specifications that supersede the Iowa DOT, SUDAS and City of Waterloo Specifications are listed in the Special Provisions. 2. CONFLICTING SPECIFICATIONS All requirements of other specifications contained in the contract documents which conflict with the provisions of the special provisions will be considered void. 3. DUMPING AREAS Excess material resulting from construction operations shall be hauled to the County Landfill or other area secured by the contractor and approved by the City Engineer. Rubble, rubbish, trees, brush, and other unsuitable backfill material, as designated by the City Engineer, shall be hauled to the County Landfill. All Landfill charges are to be considered incidental to the contract and are the responsibility of the contractor. 4. CONSTRUCTION DAMAGE The Contractor shall exercise care during construction operations to ensure the safety and protection to existing features located near or within the limits of construction. Damage caused by negligence or poor workmanship, as determined by the Engineer, shall be considered the Contractor's responsibility. 5. REMOVED MATERIALS All materials removed as part of this Contract shall remain the property of the City unless the City determines that the materials are not salvageable, and the City does not want to retain ownership of the materials. Materials designated in the field by the Engineer as non-salvageable shall be GENERAL SPECIAL PROVISIONS CONTRACT NO. 1032 GSP-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 97 of 595 hauled and disposed of by the Contractor at no cost to the City. All other materials shall be transported to locations as directed by the Engineer. No separate measurement or payment will be made for hauling or disposing of removed materials and it shall be considered incidental to applicable items. 6. OVERHAUL Overhaul will not be paid for "surplus material" obtained from any of the items of construction under this contract. The cost of overhaul will be considered as incidental to the items to which it applies. 7. MAILBOXES The Contractor shall notify the United States Postal Department of mailboxes, which interfere with any part of the work before removing them, and the Contractor will relocate them as required by the Postmaster. The removal and replacement of mailboxes will not be considered for direct payment but will be considered incidental to the item to which it applies. The removal and replacement of stop signs will not be considered for direct payment but will be considered incidental to the item to which it applies. 8. PAY ITEMS All pay items are listed in the proposal and shall include the purchase of all materials, delivery of these materials, and furnishing all labor, plant, and miscellaneous work needed to make the item complete. All such cost shall be incidental to the proposed item to which it applies and shall not be considered for separate payment. 9. BREAKDOWN OF LUMP SUM CONTRACT PRICE ITEMS The Contractor shall, immediately upon execution and delivery of the contract, before the first estimate for payment is made, deliver to the City Engineer a detailed estimate giving a complete breakdown of the lump sum contract prices. The submitted breakdown shall be approved by the City Engineer prior to any payment of any lump sum price item. 10. PERMISSION TO HAUL OVER STREETS, RAILROADS, AND HIGHWAYS The Contractor will be required to secure, from the proper authorities, permission or permit which may be required to haul over streets, highways, railroads or private property, and any hauling operations of the Contractor shall be subject to the requirements of such permits, permission, and to all applicable regulations, laws, and ordinances governing hauling and movement of equipment over streets, railroads, highways, and private property. Any costs or inconvenience caused by obtaining any necessary permits or permission shall be considered completely covered by the price bid for the items in the proposal. 11. CONSTRUCTION SCHEDULING The City Engineer shall approve Contractor's work schedule prior to starting. All revisions shall also be approved. The City Engineer may change the schedule to accommodate changing construction conditions. The contractor shall submit the work schedule to the Engineer at the preconstruction conference for approval. The City Engineer shall approve Contractor's work schedule prior to starting. All revisions shall also be approved. The City Engineer may change the schedule to accommodate changing construction conditions. GENERAL SPECIAL PROVISIONS CONTRACT NO. 1032 GSP-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 98 of 595 The Contractor shall coordinate the work under this contract with contractors performing work under other contracts, which may be performed concurrently. The Contractor shall be responsible to notify the Police, Fire, Street, and Engineering Departments of the closing and opening of streets. The Contractor shall commence work after receipt of the "Notice to Proceed" and at the date approved on the submitted schedule. The contractor shall diligently execute the work of the contract to completion once work commences. 12. PRE-CONSTRUCTION CONFERENCE Before any work is started, the Contractor shall arrange with the City Engineer to hold a pre- construction conference for the purpose of discussing the contract. 13. UNDERGROUND UTILITIES It is the responsibility of the Contractor to obtain the location of gas lines, water lines, electric, telephone, and cable television cables or wires from the various utility companies and the City electrician before starting any excavation. The Contractor shall be responsible for any damage to any underground utilities. The Contractor shall expose those utilities indicated on the plans so that elevations may be determined before beginning construction. This work shall be considered incidental to other items of work. If the Contractor believes that additional costs have been incurred due to a utility being improperly located, the resolution of the additional costs incurred shall be made between the contractor and the respective utility company. 14. TRAFFIC SIGNS AND STREET SIGNS The Contractor shall contact the City of Waterloo Traffic Operations Department to have any street sign that will be affected by construction removed and replaced when the work has been completed. 15. TRAFFIC CONTROL DURING CONSTRUCTION (INCIDENTAL) The Contractor shall provide, erect, and maintain, at all times during the progress and suspension of the work and until completion and final acceptance thereof, suitable and requisite barricades, signs, or other adequate protection, as required by Contract Documents or as may be ordered by the Engineer, to ensure the safety of the public as well as those engaged on the work. All barricading necessary for completion of this project shall be considered incidental to contract bid items. The Contractor shall, at his/her own expense and without further or other order, provide, erect and maintain, at all times during the progress and suspension of the work and until completion and final acceptance thereof, suitable and requisite barricades, signs or other adequate protection, as required by the latest edition of Part VI of the "Manual on Uniform Traffic Control Devices" and shall provide, keep and maintain such barricades, signs, etc., as may be required or as may be ordered by the Engineer, to ensure the safety of the public as well as those engaged on the work. All barricading plans shall be reviewed by the Engineer. The Contractor shall determine, provide and obtain approval from the City Engineer on all detour locations for all street closings, barricades and posting prior to construction. These shall meet requirements of the City Police Traffic Department. The Contractor shall notify the City Engineer's Office and the Police, Fire and Street Departments when the street is closed for GENERAL SPECIAL PROVISIONS CONTRACT NO. 1032 GSP-3 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 99 of 595 construction. All barricading shall be in accordance with the latest edition of Part VI of the "Manual on Uniform Traffic Control Devices." Encapsulated lens sheeting is not required on this project. 16. GRADES, LINES, LEVELS, AND SURVEYS All necessary grades, lines, levels and surveys shall be established and maintained by the Contractor. The Contractor shall verify all grades, lines, levels, and dimensions as shown on the drawings, and he/she shall report any errors or inconsistencies in the same to the City Engineer before commencing work. 17. SAFETY OF WORKERS AND PUBLIC The Contractor shall, at all times, take necessary precautions to protect the life and health of all persons employed on this project and the public. He/she shall provide necessary safety devices and safeguards in accordance with latest and best accident prevention practices. All such protection shall be furnished to employees without cost. No direct measurement of payment shall be made for this protection but shall be considered incidental to other items of work. The public shall be kept outside of any work area. Section IX "Construction Equipment" of the "Specifications for Concrete Paving, Widening, and Curb and Gutter" of the Standard Specifications for Municipal Public Works Construction, City of Waterloo, Iowa, shall be amended as follows: Iowa Department of Transportation standard specification Section 2301.07 Construction Equipment For Portland Cement Concrete Pavement shall apply with the following exception to Section 2301.07.A.7.b Finishing Machine: The first sentence shall read as "A finishing machine will be required on all uniform width slabs ten (10) feet or more in width upon which a continuous line of forms more than one hundred fifty (150) feet in length may be set, except for intersections or otherwise approved by the Engineer." 18. WORKING ON SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS The Contractor shall notify the Engineer in writing forty-eight (48) hours in advance if work on Saturday is planned. By noon the Friday before the planned Saturday work, the Contractor shall confirm the Saturday work schedule with the project inspector. Work on Sunday requires prior approval of the Engineer in accordance with the Waterloo Standard Specifications. The Contractor shall not work the following days in 2020 and 2021 due to City holidays: 2020 November 11, 2020 -Veteran's Day November 26 and 27, 2020 -Thanksgiving GENERAL SPECIAL PROVISIONS CONTRACT NO. 1032 GSP-4 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 100 of 595 SPECIAL PROVISIONS 1. TRAFFIC CONTROL -- IMPROPER MAINTENANCE The Engineer, or authorized representative, shall periodically review traffic control that has been put in place by the Contractor. If traffic control devices are found to be without proper maintenance, penalties shall be assessed. Improper maintenance shall include, but not be limited to, the following situations: A. Less than 100 percent of lights in working order. B. Any barricade or sign moved or tipped over. C. Fencing not supported in a vertical position. D. Fencing not placed around excavations when workers/equipment is not working at the location. E. Lack of proper barricades or signage. Each incident is treated as a separate citation on an individual basis. It is not intended that minor deficiencies be price adjusted if corrected the day notification is given. In addition to a price adjustment, the Engineer may suspend work for irresponsible and/or repeated failure to construct the project using proper traffic control procedures. Penalties: 1 st Offense Written warning given by City. 2nd Offense $ 100 3rd Offense $ 250 4th Offense $ 500 5th Offense $1,000 6th Offense Engineer's discretion (amount or more equal or greater than $1,000) 2. LIQUIDATED DAMAGES Time is an essential element of this contract. It is important that the work be diligently pursued to completion. If the work is not completed within the specified contract period, plus authorized extensions, the Contractor shall pay to the City Liquidated Damages in the amount of$500.00 per day, for each day, as further described herein, in excess of the authorized time. Days beyond the specified completion date for which Liquidated Damages will be charged will be working days that the Contractor does or could have worked from Monday through Saturday. Sundays will be counted only if work is performed. Partial working days will be considered as a full working day. Days not chargeable for Liquidated Damages will include rain days, Sundays if no work is done, and legal holidays. Working days will cease to be charged when only punch list items remain to be completed. Punch list item do not include contract bid items or approved change/extra work orders. When the Contractor believes the project to be substantially completed, a written notice stating the same shall be submitted to the Engineer and a request made for a Punch List. If the work under the Contract extends beyond the normal construction season for such work, the Contractor shall submit to the Engineer in writing a request that working days counted toward the project be suspended until work is resumed the following construction season. This amount is not construed as a penalty. These damages are for the cost to the City of providing the required additional inspection, engineering and contract administration. SPECIAL PROVISIONS CITY CONTRACT NO. 1032 SP-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 101 of 595 3. HAUL ROUTES Haul routes to and from the project site shall be submitted for review by the Engineer. In general, the Contractor shall request haul routes over the main streets in the area, staying on streets within the project as much as possible and should not include truck-embargoed streets. 4. STANDARD SPECIFICATIONS The Standard Specifications, which are referenced in the contract documents, are designated as follows: SUDAS STANDARD SPECIFICATIONS - "2020 Standard Specifications for the Iowa Statewide Urban Design and Specifications Program" (unless otherwise noted) and current revisions thereof. WATERLOO STANDARD SPECIFICATIONS - "Standard Specifications for Municipal Public Works Construction, City of Waterloo, Iowa." 5. PERCENT OF CONTRACT TO BE PERFORMED BY CONTRACTOR The prime contractor shall be required to perform at least 35 percent of the total contract amount of the project. 6. SPECIAL PROVISIONS Standard Specifications are amended by the following additions. These are Special Provisions and shall prevail over those published in the Standard Specifications. Section 01 11 18 Summary of Work Section 01 1414 Control of Work Section 01 2213 Measurement and Payment Section 01 3310 Submittals Section 01 4550 Testing Laboratory Services Section 01 4551 Testing Section 01 5000 Temporary Facilities Section 01 5700 Protection of Environment Section 01 6010 Material and Equipment Section 01 6610 Delivery, Storage & Handling Section 01 7823 Operation and Maintenance Data Section 01 7839 Project Record Documents Section 03 30 00 Cast in Place Concrete Section 33 05 13 Precast Concrete Gatewell Section 33 26 00 Dewatering Wells, Piezometers and Pumping Tests 7. QUANTITY ADJUSTMENTS The following Bid Items are exempted from consideration under the provisions of Section B. "Scope of Work," paragraph 7 of the "General Specifications for Construction" concerning the variance of the "As-Built' quantity of the listed item by more than twenty (20%) percent from the estimated quantity specified in the contract. SPECIAL PROVISIONS CITY CONTRACT NO. 1032 SP-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 102 of 595 BID ESTIMATED ITEM DESCRIPTION UNIT QUANTITY 1 Mobilization and General Items LS 1 2 New Piezometer EA 1 3 New Dewatering Wells EA 3 4 72-Hour Pump Test on TW2 LS 1 5 Pump and Discharge System Installation, Rental & Removal LS 1 6 Extended Pumping of the System 24-HR Day 7 7 Standby Rental of 3-Well Pumping System Month 1 8 Transducers EA 8 8. SHOP DRAWINGS, CERTIFICATES, AND EQUIPMENT LISTS A. Submission of Drawings: 1. The Contractor shall submit to the Engineer all shop drawings and equipment drawings or lists as called for in the contract documents or as requested by the Engineer. Drawings and listings shall be complete and shall contain all required detail information conveyed according to the latest recommended standards for detailing. 2. The Contractor shall make any corrections required by the Engineer and submit the revised shop or equipment drawings or listings for review. After review by the Engineer, the shop or equipment drawings or listings will be so marked, dated, signed by the Engineer, and forwarded to the Contractor for reproduction and distribution. B. Submission of Equipment Lists: 1. If requested in the contract documents, as soon as practicable after award of contract and before any items of material or equipment are purchased, the Contractor shall submit to the Engineer for review a complete list of the principal fixtures and equipment to be incorporated into the work. 2. The Contractor shall also submit applicable brochures, technical data, catalogs, cuts, diagrams, manufacturer's drawings and installation instructions, samples if required, and other descriptive data including the complete description, trade name, model number, type, size, and rating. C. Engineer's Review: 1. Review by the Engineer shall not be construed as a complete check but will indicate only that the general method of construction and detail is satisfactory. The Engineer assumes no responsibility for errors in dimensions in the shop drawings and assumes the Contractor will use material complying with requirements of the contract documents or, where not specified, those of sound and reasonable quality, and will erect the subjects of such shop drawings according to recognized standards of first quality work or, when specified, according to standards of the contract documents. SPECIAL PROVISIONS CITY CONTRACT NO. 1032 SP-3 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 103 of 595 2. Any work done or material ordered by the Contractor prior to review by the Engineer shall be at the Contractor's risk. 9. PROJECT RECORD DOCUMENTS A. Maintain at the project site one record copy of the drawings, project manual, addenda, change orders and other modifications to contract, field orders or clarifications, shop drawings, field test records, and associated permits. B. Provide one marked up set of drawings to Engineer at substantial completion for use in preparation of record drawings. C. Maintain record documents in clean dry, legible condition and in good order. Do not use record documents for construction purposes. Make record documents available for inspection by Engineer. SPECIAL PROVISIONS CITY CONTRACT NO. 1032 SP-4 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 104 of 595 SECTION 01 11 18 SUMMARY OF WORK PART1 GENERAL 1.01 SUMMARY A. The extent of the work involved is the installation of three (3) dewatering wells, one (1) new piezometer and operation of a temporary pumping system near Clarifier No. 3. Includes furnishing and installing level transducers with battery-operated onboard dataloggers in the three (3) dewatering wells, the existing piezometer, the existing monitoring well 250 feet west of Clarifier 3, and the new piezometer. Also includes installing, operating, and removing temporary rental pumps and discharge piping. Test pumping will be performed by the well drilling contractor. The testing will generate groundwater flow and drawdown data for the aquifer properties. B. Measurement and Payment: 1. Work specified in this section is considered incidental and payment shall be included as part of appropriate lump sum or unit prices included in Bid Form. 1.02 DEFINITIONS A. Standard Specifications: Iowa Statewide Urban Design and Specifications(SUDAS)and Standard Specifications for Highway and Bridge Construction, Series 2020. 1.03 FORM OF SPECIFICATIONS A. These Specifications are written in imperative and abbreviated form. Imperative language of Specification sections is directed at CONTRACTOR,unless specifically noted otherwise. Incomplete sentences in Specifications shall be completed by inserting "shall," "CONTRACTOR shall," "shall be," and similar mandatory phrases by inference in same manner as they are applied to notes on Drawings. Words "shall be"shall be supplied by inference where colon (:) is used within sentences or phrases. Except as worded to contrary,fulfill(perform)indicated requirements whether stated imperatively or otherwise. B. Items of Work are specified by section. Specifications or requirements of one or more sections may apply or be referenced in other sections. C. Provide Work described and comply with requirements stated in each Specification section and Drawings unless specifically assigned to other Contractors or City. 1.04 CONTRACTS A. Perform Work under unit price Contract(s)with OWNER. 1.05 MILESTONES (WORK SEQUENCE) A. Construct Work in stages to accommodate use of site during construction period; coordinate Construction Progress Schedule and operations with OWNER. 1.06 CONTRACTOR'S USE OF PREMISES A. Limit use of premises for Work and storage to allow for the operation of the Waterloo WWTP. SUMMARY OF WORK CONTRACT NO. 1032 01 11 18-1 of 2 AECOM#60558763 Final Clarifier No.3 DewateringrWeelllse 105 of 595 B. Conduct operations to ensure least inconvenience to general public. Coordinate use of premises with OWNER. C. Assume full responsibility for protection and safekeeping of products under this Contract. D. Obtain and pay for use of additional storage or Work areas needed for operations at no additional cost to OWNER. F. Keep driveways, roads,and entrances serving premises clear and available to OWNER at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on Site. G. Contractor to coordinate work with other contractors working for the Owner on site. 1.07 STAKING A. The ENGINEER will stake the locations of the dewatering wells and piezometer. 1.08 OPERATIONS DURING FLOOD CONDITIONS A. Contractor will temporarily suspend all operations during flood conditions on the Cedar River. PART PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) ** * END OF SECTION SUMMARY OF WORK CONTRACT NO. 1032 01 11 18-2 of 2 AECOM#60558763 Final Clarifier No.3 DewateringrWeelllse 106 of 595 SECTION 01 14 14 CONTROL OF WORK PART 1 - GENERAL 1.01 HOURS OF CONSTRUCTION: A. Normal construction activity shall take place only between the hours of 7 a.m. to 4 p.m., excluding Saturdays, Sundays, and legal holidays, unless otherwise directed by these Specifications or by the Engineer. See Specification Section 01 11 18, "SUMMARY OF WORK,"for additional details. 1.02 OCCUPYING PRIVATE LAND: A. The Contractor shall not (except after written consent from the proper parties) enter or occupy with personnel, tools, materials, or equipment any land outside the rights of way or property of the Owner. A copy of the written consent shall be given to the Engineer or Owner. 1.03 PIPE LOCATIONS: A. All existing piping and manhole locations and sizes are approximate. Contractor shall field verify all existing piping. 1.04 DIMENSION OF EXISTING STRUCTURES: A. The Contractor shall verify the dimensions and locations of existing structures in the field before the fabrication of any material or equipment which is dependent on the correctness of such information. 1.05 OPEN EXCAVATIONS: A. All open excavations shall be adequately safeguarded by providing temporary barricades, fencing, caution signs, lights, and other means to prevent accidents to persons and damage to property, and in accordance with applicable occupational health and safety regulations. The Contractor shall, at his own expense, provide suitable and safe bridges and other crossings for accommodating travel by pedestrians and workmen. Bridges provided for access during construction shall be removed when no longer required. The length or size of excavation will be controlled by the particular surrounding conditions, but shall always be confined to the limits prescribed by the Engineer or Owner. If the excavation becomes a hazard, or if it excessively restricts traffic at any point, the Engineer or Owner may require special construction procedures such as limiting the length of the open trench, prohibiting stacking excavated material in the street, and requiring that the trench shall not remain open overnight. 1.06 TEST PITS: A. Test pits for the purpose of locating underground pipeline or structures in advance of the construction shall be excavated and backfilled by the Contractor at the direction of the Engineer or Owner. Use soft-dig methods. Test pits shall be backfilled immediately after their purpose has been satisfied and the surface restored and maintained in a manner satisfactory to the Engineer or Owner. No additional payment shall be made for test pits. CONTROL OF WORK CONTRACT NO. 1032 01 14 14-1 of 4 AECOM#60558763 Final Clarifier No.3 Dewatp ina We 967 of 595 1.07 CARE AND PROTECTION OF PROPERTY: A. The Contractor shall be responsible for the preservation of all public and private property, and shall use every precaution necessary to prevent damage thereto. If any direct or indirect damage is done to public or private property by or on account of any act, omission, neglect, or misconduct in the execution of the work on the part of the Contractor, such property shall be restored by the Contractor, at his expense, to a condition similar or equal to that existing before the damage was done, or he shall make good the damage in other manner acceptable to the Engineer or Owner. 1.08 INTERFERENCE WITH EXISTING WORKS: A. The Contractor shall at all times conduct his operations so as to interfere as little as possible with the Waterloo WWTP. B. The Contractor shall have no claim for additional compensation by reason of delay or inconvenience in adapting his/her operations to the need for continuous treatment of wastewater at the existing plant. 1.09 MAINTAINING FLOWS: A. The sanitary sewer system is to remain in operation during the entire period of construction. . B. It is essential to the operation of the existing WWTP that there be no interruption in the flow of wastewater. 1.10 PROTECTION AND RELOCATION OF EXISTING STRUCTURES AND UTILITIES: A. The Contractor shall assume full responsibility for the protection of all buildings, structures, and utilities, public or private, including poles, signs, services to buildings, utilities in the street, gas pipes, water pipes, hydrants, sewers, drains, and electric and telephone cables, whether or not they are shown on the Drawings. The Contractor shall carefully support and protect all such structures and utilities from injury of any kind. Any damage resulting from the Contractor's operations shall be repaired by him/her at his/her expense. B. The Contractor shall bear full responsibility for obtaining all locations of underground structures and utilities (including existing water services, drain lines, and sewers). Services to buildings shall be maintained, and all costs or charges resulting from damage thereto shall be paid by the Contractor. C. Protection and temporary removal and replacement of existing utilities and structures as described in this Section shall be a part of the work under the Contract and all costs in connection therewith shall be included in the Total Price Bid in the Bid Form. D. The Contractor shall coordinate the removal and replacement of traffic loops and signals, if required for the performance of the work, at no additional cost to the Owner. 1.11 INSPECTION OF WORK AWAY FROM THE SITE: A. If work to be done away from the construction site is to be inspected on behalf of the Owner during its fabrication, manufacture, or testing, or before shipment, the Contractor shall give notice to the Engineer or Owner of the place and time where such fabrication, manufacture, testing, or shipping is to be done. Such notice shall be in writing and delivered to the Engineer in ample time so that the necessary arrangements for the inspection can be made. CONTROL OF WORK CONTRACT NO. 1032 01 14 14-2 of 4 AECOM#60558763 Final Clarifier No.3 Dewatp inaWe"1b8 of 595 1.12 COOPERATION WITHIN THIS CONTRACT: A. All firms or persons authorized to perform any work under this Contract shall cooperate with General Contractor and his Subcontractors or trades, and shall assist in incorporating the work of other trades where necessary or required. B. Cutting and patching, drilling and fitting shall be carried out where required by the trade or subcontractor having jurisdiction, unless otherwise indicated herein or recommended by the Engineer. 1.13 CLEANUP AND DISPOSAL OF EXCESS MATERIAL: A. During the course of the work, the Contractor shall keep the site of his operations in as clean and as neat a condition as is possible. He shall dispose of all residue resulting from the construction work and, at the conclusion of the work, he shall remove and haul away any surplus excavation, broken pavement, lumber, equipment, temporary structures, and any other refuse remaining from the construction operations, and shall leave the entire site of the work in a neat and orderly condition. B. In order to prevent environmental pollution arising from the construction activities related to the performance of this Contract, the Contractor and his subcontractors shall comply with all applicable Federal, State, and local laws, and regulations concerning waste material disposal, as well as the specific requirements stated in this Section and elsewhere in the Specifications. C. The Contractor is advised that the disposal of excess excavated material in wetlands, stream corridors, and plains is strictly prohibited even if the permission of the property owner is obtained. Any violation of this restriction by the Contractor or any person employed by him, will be brought to the immediate attention of the responsible regulatory agencies, with a request that appropriate action be taken against the offending parties. Therefore, the Contractor will be required to remove the fill at his own expense and restore the area impacted. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) ** * END OF SECTION CONTROL OF WORK CONTRACT NO. 1032 01 14 14-3 of 4 AECOM#60558763 Final Clarifier No.3 Dewatp ina We9b9 of 595 THIS PAGE LEFT BLANK INTENTIONALLY CONTROL OF WORK CONTRACT NO. 1032 01 14 14-4 of 4 AECOM#60558763 Final Clarifier No.3 Dewatp inaWels,0 of 595 SECTION 01 22 13 MEASUREMENT AND PAYMENT PART GENERAL 1.01 SUMMARY A. Section Includes: 1. Measurement and Payment— Unit Prices 2. List of unit prices, for use in preparing bids 1.02 UNIT QUANTITIES SPECIFIED A. Quantities indicated in the bid form are for bidding and contract purposes only. Quantities and measurements of actual work will determine payment amount. 1.03 MEASUREMENT AND PAYMENT— UNIT PRICES A. Take all measurements and compute quantities. Measurements and quantities will be verified by Engineer. B. Payment includes: Full compensation for all required labor, products, tools, equipment, transportation, services and incidentals, overhead, profit, application, erection and installation of work as detailed in the plans and specifications. C. Unless specifically noted as a bid item, all other work which must be performed to complete the project shall be considered "incidental work" and the cost of such work (including furnishing and installing materials) shall be included in the unit price of items of work. 1.04 CONTRACT BID ITEMS A. A list of the contract bid items including base bid information is detailed below: 1. Bid Item No. 1: Mobilization and General Items (LS) a. Mobilization shall consist of preparatory work and operations for all items under this contract, including, but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, bonds and insurance, establishment of offices, buildings and other facilities, which must be performed or costs incurred prior to beginning work on the various items on the project site. This cost also includes demobilization costs. The proposal will have a lump sum item for mobilization. The bidder will indicate his bid price in dollars and this will be the contract price of this item. 1) Fifty percent (50%) of the original contract price of this time may be paid in the first payment application when mobilization is complete. The remainder of this item may be paid when demobilization is complete. 2) Payment for mobilization WILL NOT BE MADE until a construction schedule is submitted and approved. 3) Any item listed in the plans and specifications and not explicitly listed in the schedule will be considered part of this item. 4) Engineer shall provide construction staking. 5) Proctor sampling, as detailed on Drawing 2, is considered incidental to this item. MEASUREMENT&PAYMENT CONTRACT NO. 1032 01 22 13-1 of 2 AECOM#60558763 Final Clarifier No.3 Dewatp inaels11 of 595 2. Bid Items No. 2 through No. 6: New Dewatering Wells—System Pump Testing— Pump and Discharge System Installation/Removal — Extended Pumping of System — New Piezometer a) Measurement and Payment for Bid Items No. 2 through No. 6 shall be as described in Section 33 26 00 PART PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) ** * END OF SECTION MEASUREMENT&PAYMENT CONTRACT NO. 1032 01 22 13-2 ofu2 AECOM#60558763 Final Clarifier No.3 Dewatp ina e Is12 of 595 SECTION 01 33 10 SUBMITTALS PART1 GENERAL 1.1 SUMMARY A. Section specifies procedural requirements for Work-related (non-administrative) submittals including Shop Drawings, substitutions, product data, samples, test data, operations and maintenance data, and other miscellaneous Work-related submittals. 1. Submittals for certification of equipment installation, instructional, and post-startup services are specified in Section 01 60 10. 2. Submittals for record drawings are specified in Section 01 78 39. B. Administrative Submittals: Procedures concerning items such as listing of manufacturers, Suppliers, Subcontractors, Construction Progress Schedule, schedule of Shop Drawing submissions, bonds, payment applications, insurance certificates, and schedule of values are specified elsewhere. C. Work-Related Submittals: 1. Substitutes and "Or Equal" Items: a. Includes material or equipment which the Contractor requests the Engineer to accept, after Effective Date of the Agreement. 2. Shop Drawings: a. Includes technical data and drawings specially prepared for this Project, including fabrication and installation drawings, diagrams, data sheets, schedules, templates, patterns, reports, instructions,design mixformulas, measurements,and similar information not in standard printed form. b. Standard catalog type information prepared without specific reference to Project is not considered as Shop Drawing. 3. Product Data: a. Includes standard catalog type printed information on manufactured materials, equipment and systems that has not been specially prepared for this Project, including manufacturer's product specifications, catalog cuts, standard wiring diagrams,printed performance curves, mill reports, and standard color charts. 4. Samples: a. Includes fabricated and manufactured physical examples of materials, products, and units of work,includes complete units, partial cuts of manufactured or fabricated work,swatches showing color,texture, and pattern, and units of work to be used for independent inspection and testing. b. Mock-ups are special forms of samples too large or otherwise inconvenient for handling in manner specified for transmittal of sample submittals. SUBMITTALS CONTRACT NO. 1032 01 33 10-1 of 8 AECOM#60558763 Final Clarifier No.3 Dewatp ina WeIs13 Of 595 5. Test Results: a. Includes source and field quality inspection and test reports, actual performance curves, and certifications of results prepared specifically for equipment, material, and systems provided for this Project. b. Standard catalog charts or standard test results are considered Product Data. 6. Operations and Maintenance Data: a. Includes information and directions for operating and maintaining equipment provided and installed for this Project. May be standard for equipment or prepared specifically for this Project. 7. Miscellaneous Submittals: a. Work-related submittals that do not fit in previous categories, includes schedules, photographs, guarantees, warranties, certifications, maintenance agreements, workmanship bonds, survey data and reports, physical work records, copies of industry standards, field measurement data, extra materials, keys, and similar information, devices, and materials applicable to Work. 1.2 SUBMITTAL PROCEDURES A. Scheduling: 1. Provide preliminary and final submittal schedule indicating time requirements for coordination of submittals with performance of Work for items of materials and equipment for which submittals are required by Specifications. 2. In addition, times scheduled shall indicate completion of submittal approval process for substitutions, Shop Drawings, product data, and samples for Project not later than halfway point of time established in Agreement to achieve Substantial Completion. Completion of submittal process for above submittals will have been achieved when submittals have been returned to the Contractor with submittal action of either "No Exception Taken" or "Make Corrections Noted". For planning purposes, the Engineer has set a goal of 14 days for review of simple/single discipline submittals, and 28 days for review of complex/multiple discipline submittals after submittals are received in the Engineer's office. Each resubmittal shall have same review times. 3. Adjust submittal schedule to reflect revisions to Construction Progress Schedule. B. Coordination: 1. Coordinate preparation and processing of submittals with performance of Work. Coordinate each submittal with other submittals and related activities such as substitution requests, testing, purchasing, fabrication, delivery, and similar activities requiring sequential activity. 2. Coordinate submission of different units of interrelated Work so one submittal not be delayed by the Engineer's need to review related submittal. The Engineer may withhold action on submittal requiring coordination with other submittals until related submittals are provided. 3. Prepare and transmit each submittal sufficiently in advance of scheduled performance of related Work and other applicable activities. SUBMITTALS CONTRACT NO. 1032 01 33 10-2 of 8 AECOM#60558763 Final Clarifier No.3 Dewatp ina WeIs14 of 595 C. Submittal Preparation: 1. Stamp and sign each submittal certifying to review of submittal, verification of material, and equipment, field measurement, field construction criteria, and coordination of information within submittal with Contract Documents. 2. Transmittal Form: Identify following: a. Date of submittal and dates of previous submittals. b. Project title and number. C. Submittal number. d. Contract identification. e. Names of: 1) Contractor. 2) Supplier. 3) Manufacturer. f. If submittal is for substitute item of material or equipment,identify as"substitute"on transmittal and include"Contractor's Application for Consideration of Substitute" with submittal. g. Identification of equipment and material with equipment identification numbers,motor numbers, and Specification section number. h. Variations from Contract Documents. D. Resubmittal Preparation: 1. Comply with requirements described in Submittal Preparation above, and in addition: a. Identify on transmittal form submittal is resubmission. b. Make corrections or changes in submittals required by the Engineer's notations on returned submittal. C. Respond to the Engineer's notations: 1) On transmittal or separate page attached to the Contractor's resubmission transmittal, answer or acknowledge in writing notations or questions indicated by the Engineer on the Engineer's transmittal form returning reviewed submission to the Contractor. 2) Identify each response by question or notation number established by the Engineer. 3) If the Contractor does not respond to each notation or question, resubmission will be returned without action by the Engineer until the Contractor provides written response to the Engineer's notations or questions. d. Contractor-initiated revisions or variations. 1) On transmittal form, identify variations or revisions from previously reviewed submittal, other than those called for by the Engineer SUBMITTALS CONTRACT NO. 1032 01 33 10-3 ofu8 AECOM#60558763 Final Clarifier No.3 Dewatp ina e Is15 of 595 1.3 SPECIFIC SUBMITTAL REQUIREMENTS A. General: 1. Specific submittal requirements for individual units of Work are specified in applicable Specification section. Except as otherwise indicated in Specification sections, comply with requirements specified below for each indicated type of submittal. 2. If the Engineer has responded to Written Clarification/Interpretation/Request submitted by the Contractor, the Contractor shall include the Engineer's response with applicable submittal. B. Requests for Substitute Items: 1. Collect data for items to be submitted for review as substitute items into one submittal for each item of material or equipment. 2. Submit with other scheduled submittals for material or equipment allowing time for the Engineer to evaluate additional information required to be submitted. 3. If the Contractor requests to substitute for material or equipment specified, but not identified in Specification as requiring submittals, the Contractor shall indicate substitution submittal in Submittal Schedule. C. Shop Drawings: 1. Submit newly prepared information, with graphic information at accurate scale and name of preparer indicated (firm name). Show dimensions and note which are based on field measurement, identify materials and equipment included in Work, and revisions on resubmittals. Indicate compliance with standards and notation of coordination requirements with other Work. Encircle, bubble or otherwise indicate selections of products or materials and/or variations from Contract Documents or previous submittals. Highlighting may be used in addition to circling or bubbling of appropriate materials or variations from Contract Documents or previous submittals to direct the attention of the reviewer but may not be utilized exclusively due to the difficulty in continuity of selections through copying and/or scanning of the submittal. Other acceptable means of selection of materials, products or variations from Contract Documents or previous submittals include striking out selections not included as part of the submittal, providing an arrow pointing directly to the selection or other means that remain after copying and/or scanning. 2. If Drawings prepared by the Engineer are used in preparation of Shop Drawings, remove the Engineer's identification. 3. Provide 8 in. by 3 in. blank space for the Contractor's and Engineer's stamps. 4. Submittals: a. Submit 6 paper copies. b. Maximum drawing size: 24 inch by 36 inch. C. Submit 1 electronic copy, in .PDF format on a CD or via e-mail, with paper copies. D. Product Data: 1. Preparation: a. Collect required data into single submittal for each unit of Work or system. Where product data includes information on several similar materials or equipment, some of which are not required for use on Project or not included in submittal, mark copies to show which items are not applicable to Project. SUBMITTALS CONTRACT NO. 1032 01 33 10-4 of 8 AECOM#60558763 Final Clarifier No.3 Dewatp inaWeIs16 of 595 b. Where product data must be specially prepared for equipment, materials or systems, because standard printed data is not suitable for use, submit data as Shop Drawing and not as product data. 2. Submittals: a. Submit 6 copies. E. Samples: 1. Preparation: a. Provide samples physically identical with proposed materials or equipment to be incorporated into Work. Where variations in color, pattern or texture are inherent in material or product represented by sample, submit multiple units (not less than 3) showing approximate limits of variations. b. Provide full set of option samples where selection by the Engineer or the Owner is required. C. Include information with each sample to show generic description,source or product name and manufacturer, limitations, and compliance with standards. d. Submit samples for the Engineer's visual review of general generic kind, color, pattern, texture, and for final check of coordination of these characteristics with other related elements of Work. e. Mock-ups and similar samples specified in Specification sections are recognized as special type of samples. Comply with samples submittal requirements to greatest extent possible. 2. Submittals: a. At the Contractor's option, and depending upon nature of anticipated response from the Engineer, initial submittal of samples may be preliminary or final submittal. b. Preliminary submittal, of single set of samples, required where Specification's indicate the Engineer's selection of color, pattern, texture or similar characteristics from manufacturer's range of standard choices is necessary. Preliminary submittals will be reviewed and returned with the Engineer's "Action"noted. C. Final Submittals: Submit 3 sets of samples in final submittal, 1 set will be returned. 3. Distribution: a. Maintain returned set of samples at Project site, in suitable condition and available for quality control comparisons throughout course of performing Work. F. Test Results: 1. Preparation: a. Identify each test by Specification section and type of test. 2. Submittals: a. Submit 3 copies. b. Submittal is to confirm that results of tests verify materials, products, and systems comply with Contract Documents and are not for approval. SUBMITTALS CONTRACT NO. 1032 01 33 10-5 ofu8 AECOM#60558763 Final Clarifier No.3 Dewatp ina e Is17 Of 595 3. Distribution: a. Unless otherwise required in Specifications, test results shall be submitted to the Engineer's field office or if the Engineer has no field office to the Engineer's office. G. Miscellaneous: 1. Guarantees, Warranties, Maintenance Agreements,and Workmanship Bonds: a. Refer to Specification sections for requirements. Submittal is considered final when submittal returned by the Engineer, marked "No Exceptions Taken" or "Make Corrections Noted". b. In addition to copies desired for the Contractor's use, furnish 2 executed copies. Provide 2 additional copies,where required, for maintenance data. 2. Survey Data (If Applicable): a. Refer to Specification sections for requirements on property surveys, building or structure condition surveys, field measurements, quantitative records of actual Work, damage surveys, photographs, and similar data. Copies will not be returned. 1) Survey Copies: 2 copies. 2) Final Property Survey: 10 copies. 3) Condition Surveys: 2 copies. 3. Certifications: a. Refer to Specification sections for requirement on submittal of certifications. Submit 6 copies. Certifications are submitted for review of conformance with specified requirements and information. H. Operating and Maintenance(O&M) Data: 1. Organize operations and maintenance information into suitable sets of manageable size and bind into individual binders properly identified and indexed (thumb-tabbed). Include emergency instructions, safety precautions, spare parts listing, copies of warranties, wiring diagrams, recommended "turn-around" cycles, inspection procedures, Shop Drawings, Product Data, and similar applicable information. a. Manufacturer's printed instructions regarding safety precautions for both (a) protection of personnel operating equipment and systems and (b) prevention of damage to equipment and systems. b. Shop Drawings and other submittals included in O&M data shall be corrected to include,in same format and style as original submittal, review comments. C. Data may be submitted on USB drive if approved by the Engineer. 2. Binders: Commercial quality D-Ring binder with durable and cleanable plastic covers. Paperboard and laminated paperboard covers are not acceptable. a. Do not fill binders to more than 75% of capacity. b. When multiple binders are used for an item of equipment, organize contents into related groupings. Each binder cover shall bear identification of specific contents. SUBMITTALS CONTRACT NO. 1032 01 33 10-6 of 8 AECOM#60558763 Final Clarifier No.3 Dewatp ina WeIs18 of 595 3. Cover Label: Label each binder cover and spine with typed or printed title "OPERATION AND MAINTENANCE INSTRUCTIONS"and following: a. Project title. b. Name(s) of applicable building(s) or structure(s) as shown on Drawings in which equipment located. C. Name of equipment as set forth in Contract Documents. d. Specification section number for equipment as set forth in Contract Documents. 4. Submit after equipment requiring O&M data has been returned "No Exceptions Taken" or"Make Corrections Noted". 5. Submit 6 copies of each manual. I. General Distribution: 1. Unless required elsewhere,provide distribution of submittals to Subcontractors,suppliers, governing authorities, and others as necessary for proper performance of Work. 2. Provide copies of submittals bearing the Engineer's action stamp to: a. Job site file. b. Record documents file. 1.4 ACTION ON SUBMITTALS A. Engineer's Action: 1. General: a. Except for submittals for record and similar purposes, where action and return on submittals is required or requested, the Engineer will review each submittal, mark with appropriate action, and return. Where submittal must be held for coordination, the Engineer will so advise the Contractor without delay. b. The Engineer will stamp each submittal with uniform, self-explanatory action stamp, appropriately marked with submittal action. 2. Notification of Insufficient Information: a. If information submitted is not sufficient to complete review of submittal, the Engineer will send transmittal to the Contractor notifying the Contractor that additional information is required. b. Submittal will be placed in an "On Hold" status and not returned until the Contractor provides additional information. 3. Unsolicited Submittals: The Engineer will return unsolicited submittals to the Contractor without reviewing. B. Action Stamp: 1. Marking: No Exceptions Taken. a. Final Unrestricted Release: When submittals are marked as "No Exceptions Taken", Work covered by submittal may proceed provided it complies with Contract Documents. Acceptance of Work depends on that compliance. 2. Marking: Make Corrections Noted. SUBMITTALS CONTRACT NO. 1032 01 33 10-7 of 8 AECOM#60558763 Final Clarifier No.3 Dewatp ina Wels,�9 Of 595 a. Final-But-Restricted Release: When submittals are marked as "Make Corrections Noted Exceptions", Work covered by submittal may proceed provided it complies with the Engineer's notations or corrections on submittal and with Contract Documents. Acceptance of Work depends on that compliance. Resubmittal not required. 3. Marking: Rejected; See Remarks. a. Submittal Not Accepted: When submittals are marked as "Rejected; See Remarks", do not proceed with Work covered by submittal. Work covered by submittal does not comply with Contract Documents. b. Prepare new submittal for different material or equipment supplier or different product line or material of same supplier complying with Contract Documents. 4. Marking: Amend and Resubmit. a. Returned for Resubmittal: When submittals are marked as "Amend and Resubmit", do not proceed with Work covered by submittal. Do not permit Work covered by submittals to be used at Project site or elsewhere where Work is in progress. b. Revise submittal or prepare new submittal in accordance with the Engineer's notations in accordance with resubmittal requirements of this section. Resubmit without delay. Repeat if required to obtain different action marking. PART PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) *** END OF SECTION *** SUBMITTALS CONTRACT NO. 1032 01 33 10-8 of 8 AECOM#60558763 Final Clarifier No.3 Dewatp inael s2o of 595 SECTION 01 45 50 TESTING LABORATORY SERVICES PART1 GENERAL 1.01 PERFORMANCE REQUIREMENTS A. Employ and pay for services of testing laboratory approved by the Owner and the Engineer to perform specified services and testing as described in Specifications. 1. Employment of laboratory shall, in no way, relieve the Contractor from his obligations to perform Work of Contract. B. Related Requirements in Other Parts of Contract Documents: 1. Inspections and testing required by laws, ordinances, rules, regulations, orders or approvals of public authorities, Conditions of Contract. 1.02 QUALIFICATION OF LABORATORY A. Meet basic requirements of ASTM E329. B. Authorized to operate in state in which Project is located. C. Testing Equipment: 1. Calibrated at reasonable intervals by devices of accuracy traceable to either: a. National Bureau of Standards. b. Accepted values of natural physical constants. 1.03 LABORATORY DUTIES A. Cooperate with the Engineer and the Contractor; provide qualified personnel to perform Work after due Notice to Proceed. B. Perform specified inspections, secure samples, and test materials. 1. Comply with specified standards. 2. Ascertain compliance of materials with Contract Documents. C. Promptly notify the Engineer and the Contractor of observed irregularities or deficiencies of Work, equipment or material. D. Promptly submit written report of each test and inspection; one copy each to the Engineer, Owner, material supplier and Contractor, and one copy to record document file. Each report shall include following: 1. Date issued. 2. Project title and number. 3. Testing laboratory name, address and telephone number. 4. Name and signature of laboratory inspector. 5. Date and time of sampling or inspection. 6. Record of temperature and weather conditions if test performed in field. 7. Date of test. 8. Identification of product and Specification section. TESTING LABORATORY SERVICES CONTRACT NO. 1032 01 45 50-1 of 2 AECOM#60558763 Final Clarifier No.3 Dewatp inael s2l of 595 9. Location of sample or test in Project. 10. Type of inspection or test. 11. Results of tests and compliance with Contract Documents. 12. Interpretation of test results, when requested by the Engineer E. Perform additional tests as required by the Engineer or the Contractor. 1.04 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY A. Laboratory is not authorized to: 1. Release, revoke, alter or enlarge on requirements of Contract Documents. 2. Approve or accept any portion of Work. 3. Perform duties of the Contractor. 1.05 CONTRACTOR'S RESPONSIBILITIES A. Cooperate with laboratory personnel and provide access to Work. B. Provide to laboratory preliminary design mix proposed to be used for concrete and other material mixes which require control by testing laboratory. C. Furnish copies of product test reports. D. Furnish incidental labor and facilities. 1. Provide access to Work to be tested. 2. Obtain and handle samples at Project site or at source of product to be tested. 3. Facilitate inspections and tests. 4. Store and cure test samples. E. Notify laboratory and the Engineer sufficiently in advance of operations to allow for laboratory assignment of personnel and scheduling of tests. 1. When tests or inspections cannot be performed after such notice, reimburse Owner for laboratory personnel and travel expenses incurred due to the Contractor's negligence. F. Make arrangements with laboratory and pay for additional samples and tests required for the Contractor's convenience. G. Employ and pay for services of testing laboratory to perform additional inspections, sampling and testing required when initial tests indicate Work does not comply with Contract Documents. PART PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) ** " END OF SECTION TESTING LABORATORY SERVICES CONTRACT NO. 1032 01 45 50-2 of 2 AECOM#60558763 Final Clarifier No.3 Dewatp ina Wel of 595 SECTION 01 45 51 TESTING PART1 GENERAL 1.01 SUMMARY A. Measurement and Payment: 1. Testing and furnishing of samples required to be provided by the Contractor will not be paid for separately but shall be considered incidental to unit price of item to which it applies unless called for specifically to be paid separately in the Bid Items. B. The Contractor shall employ services of independent testing laboratory approved by the Owner to perform testing as described in the SUDAS specifications and the testing detailed in these specifications. C. The Contractor shall cooperate with the Engineer to facilitate execution of assurance testing deemed necessary by the Engineer. 1.02 SYSTEM DESCRIPTION A. Production Testing: 1. Materials produced off-site and incorporated into Work shall comply with the Contract Documents. a. Provide certifications of compliance. 2. On-site testing to confirm that material or equipment comply with Contract Document shall be provided by the Contractor. a. On-site testing to confirm that methods used by the Contractor result in conformance with Contract Documents shall be provided by the Contractor. The Engineer will not perform production testing but the Contractor shall inform the Engineer of production testing schedule so the Engineer, at the Engineer's option, may observe testing. b. The Contractor is responsible that materials and completed construction comply with Contract Documents. B. Assurance Testing: 1. Testing performed on-site an independent testing laboratory to determine if the Contractor's work or materials comply with Contract Documents. 2. Materials used for assurance testing shall be furnished by the Contractor. The Contractor shall provide labor and equipment needed to provide access to areas for assurance testing. This includes, but is not limited to, excavation of backfill to various depths for testing. 3. Density of subgrades, trench backfill and crushed stone bases/surfaces. a. The Contractor shall employ an independent testing laboratory to gather, test and report on representative earth samples and to provide results of Standard Proctor Density test in accordance with Iowa DOT Materials Laboratory Test Method 103. Samples tested shall be representative of earth materials used for backfilling structures and trenches. TESTING CONTRACT NO 1032 01 45 51-1 of 2 AECOM#60558763 Final Clarifier No.3 Dewatl5inaee"I 23 of 595 b. The Contractor shall employ an independent testing laboratory to gather representative crushed stone base/surface materials and provide the results of Standard Proctor Density test in accordance with Iowa DOT Materials Laboratory Test Method 103. 4. In-field nuclear density and moisture testing will be performed by the Engineer. 5. All proctor testing for hauled material is the responsibility of the Contractor. C. Results of assurance testing or production testing provided by the Contractor shall, in no way, relieve the Contractor of obligations to comply with Contract Documents. PART 2 MATERIALS (Not Used) PART 3 EXECUTION (Not Used) ** * END OF SECTION TESTING CONTRACT NO 1032 01 45 51-2 of 2 AECOM#60558763 Final Clarifier No.3 Dewatl5inaee"I 24 Of 595 SECTION 01 50 00 TEMPORARY FACILITIES PART1 GENERAL 1.01 QUALITY ASSURANCE A. Items provided under this section shall be listed or labeled by UL or other Nationally Recognized Testing Laboratory (NRTL). 1. Term "RTL" shall be as defined in OSHA Regulation 1910.7. 2. Terms "listed" and "labeled" shall be as defined in National Electrical Code (NEC), Article 100. B. Regulatory Requirements: 1. National Electrical Code (NEC): Components and installation shall comply with National Fire Protection Association (NFPA) 70. C. Comply with federal,state,and local codes and regulations,and with utility company requirements. PART2 PRODUCTS 2.01 TEMPORARY ELECTRICITY AND LIGHTING A. General: 1. Contractor will provide temporary electrical power and lighting for this project. The Owner may be able to provide electrical service at the Project location. Coordinate access to electric power with Owner. Owner may require electric service to be metered at the expense of the Contractor. Connections made to the electrical system will be at the expense of the Contractor. B. Responsibilities: 1. Contractor will provide, maintain,and remove temporary electric service facilities as required for Contractor activities. 2.02 WATER FOR CONSTRUCTION A. WMSD will provide water for construction at the Project site. 2.03 SANITARY FACILITIES A. Existing sanitary facilities at the Waterloo WWTP will be available to Contractor. 2.04 TEMPORARY FIRE PROTECTION A. Provide and maintain in working order, minimum of one fire extinguisher at each work location,and such other fire protective equipment and devices as would be reasonably effective in extinguishing fires during early stages by personnel at Project site. 2.05 TEMPORARY SITE AND OTHER ROADS TEMPORARY FACILITIES CONTRACT NO. 1032 01 50 00-1 of 3 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 125 of 595 A. WMSD will maintain temporary site roadways in snow free,ice free,drivable condition necessary to carry out construction operations. B. Contractor will maintain the existing on-site roads and public roads used during construction free from accumulations of dirt, mud and construction debris resulting from construction operations. Roads shall be considered "maintained"when material has been removed by sweeper. 2.06 SECURITY A. Security will not be provided by the Owner. B. The Contractor shall be responsible for loss or injury to persons or property where Work is involved and shall provide security and take precautionary measures to protect the Contractor's and the Owner's interests. 2.07 TEMPORARY PARKING A. There shall be no parking on Project site outside of active work area unless designated or approved by the Owner. 2.08 FIELD OFFICES AND BUILDINGS A. If required by the Contractor, erect where designated by the Owner, and maintain in good condition, temporary field office,tool, and storage building(s)or trailer(s)for the Contractor's use. 1. Tool storage building(s) or trailer(s) shall be of ample size to provide space for tools and equipment. 2. Building(s) or trailer(s) shall be neat and well constructed, surfaced with plywood, drop siding, masonite, or other similar material, well painted and void of advertisements. PART 3 EXECUTION 3.01 GENERAL A. Maintain and operate systems to ensure continuous service of the Waterloo WWTP. B. Modify and extend systems as Work progress requires. 3.02 REMOVAL AND RESTORATION A. Completely remove temporary materials, equipment, signs, and structures when no longer required. B. In unfinished areas, clean and repair damage caused by temporary installations or use of temporary facilities, restore drainage, and evenly grade, seed or plant as necessary to provide appearance equal to or better than original. C. In finished areas,restore existing or permanent facilities used for temporary services to specified or original condition. 3.03 DAMAGE TO EXISTING PROPERTY A. The Contractor is responsible for replacing or repairing damage to existing buildings, structures, sidewalks, roads, parking lot surfacing, and other existing assets. TEMPORARY FACILITIES CONTRACT NO. 1032 01 50 00-2 of 3 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 126 of 595 B. The Contractor shall have option of having the Owner contract for such Work and have cost deducted from Contract price. ** * END OF SECTION TEMPORARY FACILITIES CONTRACT NO. 1032 01 50 00-3 of 3 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 127 of 595 THIS PAGE LEFT BLANK INTENTIONALLY Page 128 of 595 SECTION 01 57 00 PROTECTION OF ENVIRONMENT PART1 GENERAL 1.01 SUMMARY A. CONTRACTOR, in executing Work, shall maintain Work areas on- and off-site free from environmental pollution that would be in violation of federal, state or local regulations. B. Payment: 1. Consider Work specified in this section incidental and include payment as part of appropriate lump sum or unit prices specified in Bid Form. 1.02 PROTECTION OF STORM SEWERS A. Prevent construction material, pavement, concrete, earth or other debris from entering existing storm sewer or sewer structure. 1.03 PROTECTION OF WATERWAYS A. Observe rules and regulations of State of Iowa and agencies of U.S. government prohibiting pollution of lakes, streams, rivers or wetlands by dumping of refuse, rubbish, dredge material or debris. 1. Permits obtained by City are contained in Project Forms. 2. Other permits shall be obtained by CONTRACTOR at CONTRACTOR'S cost. B. Provide holding ponds or approved method which will divert flows, including storm flows and flows created by construction activity, to prevent excessive silting of waterways or flooding damage to property. C. Comply with Section 9040 of the SUDAS Specifications. 1.04 DISPOSAL OF EXCESS EXCAVATED AND OTHER WASTE MATERIALS A. Excess excavated material not required or not suitable for backfill and other waste material shall be disposed of in accordance with local regulatory requirements. B. Provide watertight conveyance for liquid,semi-liquid or saturated solids which tend to bleed during transport. Liquid loss from transported materials is not permitted, whether being delivered to construction site or hauled away for disposal. Fluid materials hauled for disposal must be specifically acceptable at selected disposal site. 1.05 PROTECTION OF AIR QUALITY A. Minimize air pollution by requiring use of properly operating combustion emission control devices on construction vehicles and equipment and encourage shutdown of motorized equipment not in use. B. Do not burn trash on construction site. C. If temporary heating devices are necessary for protection of Work,they shall not cause air pollution. PROTECTION OF ENVIRONMENT CONTRACT NO. 1032 01 57 00-1 of 4 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 129 of 595 1.06 THAWING OF FROZEN GROUND A. Obtain permit from appropriate local authority before building fire to thaw frozen ground, and comply with conditions of permit. B. Use fuel which does not create air pollution or inconvenience public. C. ENGINEER reserves right to prohibit fires for thawing whenever deemed undesirable. 1.07 USE OF CHEMICALS A. Chemicals used during project construction or furnished for project operation,whether herbicide, pesticide, disinfectant, polymer, reactant or of other classification, shall be approved by U.S. EPA or U.S. Department of Agriculture or any other applicable regulatory agency. B. Use and disposal of chemicals and residues shall comply with manufacturer's instructions. 1.08 NOISE CONTROL A. Conduct operations to cause least annoyance to residents in vicinity of Work, and comply with applicable local ordinances. B. Equip compressors, hoists, and other apparatus with mechanical devices necessary to minimize noise and dust. Equip compressors with silencers on intake lines. C. Equip gasoline or oil-operated equipment with silencers or mufflers on intake and exhaust lines. D. Line storage bins and hoppers with material that will deaden sounds. E. Conduct operation of dumping rock and of carrying rock away in trucks so as to cause minimum of noise and dust. F. Route vehicles carrying rock, concrete or other material over such streets as will cause least annoyance to public and do not operate on public streets between hours of 6:00 p.m. and 7:00 a.m., or on Saturdays, Sundays or legal holidays unless approved by City. 1.09 DUST CONTROL A. Due to close geographic location of Project to other off-site facilities and residential homes take special care in providing and maintaining temporary site roadways,City's existing roads,and public roads used during construction operations in clean, dust free condition. B. Comply with local environmental regulations for dust control. If CONTRACTOR'S dust control measures are considered inadequate by ENGINEER, ENGINEER may require CONTRACTOR to take additional dust control measures. 1.10 FUELS AND LUBRICANTS A. Comply with local,state and federal regulations concerning transportation and storage of fuels and lubricants. B. Fuel storage area and fuel equipment shall be approved by City prior to installation. Submit containment provisions to City for approval. PROTECTION OF ENVIRONMENT CONTRACT NO. 1032 01 57 00-2 of 4 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 130 of 595 C. Report spills or leaks from fueling equipment or construction equipment to City and cleanup as required. D. City may require CONTRACTOR to remove damaged or leaking equipment from Project site. PART PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) ** * END OF SECTION PROTECTION OF ENVIRONMENT CONTRACT NO. 1032 01 57 00-3 of 4 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 131 of 595 THIS PAGE LEFT BLANK INTENTIONALLY PROTECTION OF ENVIRONMENT CONTRACT NO. 1032 01 57 00-4 of 4 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 132 of 595 SECTION 01 60 10 MATERIAL AND EQUIPMENT PART1 GENERAL 1.01 SUBSTITUTIONS AND "OR EQUAL" ITEMS A. General: 1. When equipment or material is specified by naming one or more equipment manufacturers or material suppliers and followed by words "no substitution permitted"or similar wording, the Contractor shall provide one of named manufacturers or suppliers. B. Substitutions: 1. For material or equipment specified by naming one or more equipment manufacturers or material suppliers and not followed by words"or equal,"the Contractor shall submit request for substitution for equipment or manufacturer not specifically named. 2. The Contractor's requests for changes in equipment and materials from those required by Contract Documents are considered "requests for substitutions" and subject to the Contractor's representations and review provisions of Contract Documents when one or more of following conditions are satisfied. a. Where required equipment or material cannot be provided within Contract Time, but not as result of the Contractor's failure to pursue Work promptly or coordinate various activities properly. b. Where packaging of several items of equipment from single source will provide maintenance and coordination advantages to the Owner. C. When the Contractor proposes to provide substitute equipment or material to provide the Owner with cost savings. C. "Or Equal": For material or equipment specified by naming one or more equipment manufacturer followed by the words "or equal", the Contractor shall submit information on equipment or manufacturer not specifically named. D. Conditions which are not substitutions: 1. Requirements for substitutions do not apply to the Contractor options on materials and equipment provided for in Specifications. 2. Revisions to Contract Documents, where requested by the Owner or the Engineer, are "changes" not"substitutions." 3. The Contractor's determination of and compliance with governing regulations and orders issued by governing authorities do not constitute substitutions or basis for Change Orders, except as provided for in Contract Documents. 1.02 REUSE OF EXISTING MATERIAL A. Except as specifically indicated or specified, do not use materials and equipment removed from existing structure(s) in new Work. B. For material and equipment specifically indicated or specified to be reused in Work: 1. Use special care in removal, handling,storage,and reinstallation to ensure proper function in completed Work. 2. Arrange and pay for transportation,storage, and handling of products which require off-site storage, restoration or renovation. MATERIAL&EQUIPMENT CONTRACT NO. 1032 01 60 10-1 of 8 AECOM#60558763 Final Clarifier No.3 Dewatl5inaee b3 of 595 3. Off-site storage areas and buildings shall conform to requirements of this section. 1.03 MANUFACTURER'S INSTRUCTIONS A. Installation of equipment and materials shall comply with manufacturer's instructions. B. Handle,store, install,connect,clean,condition,and adjust materials and equipment in accordance with manufacturer's written instructions and in conformance with Specifications. 1. If Site conditions or specified requirements conflict with manufacturer's instructions, consult the Engineer for further instructions. Do not proceed with Work without written instructions. 1.04 TRANSPORTATION AND HANDLING A. Arrange deliveries of materials and equipment in accordance with construction Progress Schedule; coordinate to avoid conflict with Work and conditions at site. 1. Deliver materials and equipment in undamaged condition, in manufacturer's original containers or packaging, with identifying labels intact and legible. 2. Protect bright machined surfaces,such as shafts and valve faces,with heavy coat of grease prior to shipment. 3. Upon delivery, inspect shipments to ensure compliance with Contract Documents and approved submittals, and materials and equipment have been protected and are undamaged. B. Provide equipment and personnel to handle materials and equipment by methods recommended by manufacturer to prevent soiling or damage to materials or equipment, or their packaging. 1.05 STORAGE, PROTECTION AND MAINTENANCE A. The Owner assumes no responsibility for damage or loss due to storage of materials and equipment. B. Interior Storage: 1. Store with seals and labels intact and legible. 2. Store materials and equipment subject to damage by elements in weathertight enclosures. 3. Maintain temperature and humidity within ranges required by manufacturer's instructions. C. Exterior Storage: 1. Store fabricated materials and equipment above ground, on blocking or skids, to prevent soiling or staining. Cover materials and equipment subject to deterioration with impervious sheet coverings. Provide ventilation to avoid condensation. 2. Store loose granular materials in well-drained area on solid surfaces to prevent mixing with foreign matter. 3. Store materials such as pipe, reinforcing steel, structural steel, and equipment on pallets or racks, off ground. D. Inspection and Maintenance: 1. Arrange storage to provide easy access for inspection, maintenance, and inventory. 2. Make periodic inspections of stored materials and equipment to ensure materials and equipment maintained under specified conditions are free from damage or deterioration,and coverings are in-place and in condition to provide required protection. MATERIAL&EQUIPMENT CONTRACT NO. 1032 01 60 10-2 of 8 AECOM#60558763 Final Clarifier No.3 Dewatl5inaee b4 of 595 E. Assume responsibility for protection of completed construction and repair and restore damage to completed Work equal to original condition. F. Wheeling of loads over finished floors,with orwithout plank protection, is not permitted in anything except rubber-tired wheelbarrows, buggies, trucks or dollies. This applies to finished floors and exposed concrete floors,as well as those covered with composition tile or other applied surfacing. G. Where structural concrete is also finished surface, avoid marking or damaging surface. 1.06 SPECIAL TOOLS, SPARE PARTS AND LUBRICATING EQUIPMENT A. Furnish, in accordance with manufacturer's recommendations,special tools required for checking, testing, parts replacement, and maintenance. Special tools are those specially designed or adapted for use on parts of equipment, and not customarily and routinely carried by maintenance mechanics. 1. Tools and lubricating equipment shall be of quality compatible to equipment manufacturer has furnished. B. Deliver to the Owner before operating personnel have been instructed in operation, repair and maintenance of equipment and unit is placed in operation. C. Mark spare parts and special tools to identify associated equipment by name,equipment,and part number. Package parts for protection against damage during shipping, handling and storage. Ship spare parts and special tools in boxes marked to indicate contents. 1.07 LUBRICATION A. Where lubrication is required for proper operation of equipment, incorporate necessary and proper provisions in equipment in accordance with manufacturer's requirements. PART PRODUCTS 2.01 MATERIALS AND EQUIPMENT A. Material and Equipment Incorporated into Work: 1. Conform to applicable specifications and standards. 2. Comply with size, make, type, and quality specified or as approved by Submittal. B. Manufactured and Fabricated Materials and Equipment: 1. Design, fabricate, and assemble in accordance with engineering and shop practices standard with industry. 2. Manufacture like parts of duplicate units to standard sizes and gauges, to be interchangeable. 3. Two or more items of same kind shall be identical, by same manufacturer. 4. Material and equipment shall be suitable for service conditions. 5. Equipment capabilities, sizes, and dimensions shown or specified shall be adhered to, unless variations are specifically approved, in writing. 6. Equipment shall be adapted to best economy in power consumption and maintenance. Parts and components shall be proportioned for stresses occurring during continuous or intermittent operation,and for additional stresses occurring during fabrication or installation. MATERIAL&EQUIPMENT CONTRACT NO. 1032 01 60 10-3 of 8 AECOM#60558763 Final Clarifier No.3 Dewatl5ina age1135of 595 7. Design so working parts are readily accessible for inspection and repair, easily duplicated, and replaced. C. Do not use material or equipment for purpose other than for which it is designed or specified. PART 3 EXECUTION 3.01 FIELD QUALITY CONTROL; INSTALLATION, INSTRUCTIONAL, AND POST STARTUP SERVICES A. General: 1. Provide on-site services of Supplier's representatives for equipment provided by the Contractor during construction, installation, equipment startup, and training of the Owner's personnel. 2. Include and pay costs for Supplier's services. 3. Workday is defined as 8-hour period during the Owner's or the Contractor's typical calendar day. Workday for purposes of this section does not include travel to or from Site. 4. Specifications include minimum mandays to provide basis for bidding. If additional time is required to perform services the Contractor shall include that time in Contract Price. B. Installation Services: 1. Where installation services are called for in Specifications, provide competent and experienced technical representatives of manufacturers of material or equipment and systems to resolve assembly or installation procedures attributable to, or associated with, equipment furnished. 2. After equipment is installed, representatives shall perform initial equipment and system adjustment and calibration to conform to Specifications and manufacturer's requirements and instructions. 3. Provide"Certificate of Installation Services"stating proper adjustments have been made to equipment or system and equipment or system is ready for startup and system demonstration. Use form in Project Forms and furnish 2 copies to the Engineer. C. Instructional Services: 1. Do not start Instructional Services until Installation Services have been completed. 2. Where Instructional Services are called for in Specifications, provide competent and experienced technical representative of Supplier to provide detailed instructions to the Owner's personnel for operation of equipment. Training services shall include operation and maintenance of instrumentation and equipment in classroom and on-site. Training shall include electrical, mechanical, and safety aspects of equipment. 3. Submit documentation identifying name of specific representative,factory authorization,and background of named individual(s)to conduct training. Submit information 30 days before scheduled training period for review and approval by the Engineer. 4. Coordinate training periods with the Engineer and the Owner and Supplier's representatives. a. No training shall be conducted unless instructor has been approved by the Engineer. b. Notify the Engineer at least 48 hours before training sessions are to begin so the Engineer can make arrangements with the Owner's operating personnel. C. Reschedule canceled training sessions 48 hours in advance. d. Failure of Supplier's or manufacturer's representative to appearfor scheduled training, failure to notify the Engineer 24 hours in advance of need to cancel scheduled training or failure to arrive within 30 min of start of scheduled training shall result in MATERIAL&EQUIPMENT CONTRACT NO. 1032 01 60 10-4 of 8 AECOM#60558763 Final Clarifier No.3 Dewatl5inaWe b6 of 595 reimbursement to the Owner for time lost by the Owner's personnel in waiting for arrival of manufacturer's representative. Except in case of failure to arrive on time, time will not exceed 1 hr for each employee scheduled to receive training. Failure to arrive on time will be reimbursed by actual time late, up to 1 hr, after 1 hr training will be rescheduled. e. Failure of Supplier's or manufacturer's representative to appear for scheduled training, failure to notify the Engineer 24 hours in advance of need to cancel scheduled training or failure to arrive within 30 min of start of scheduled training shall result in reimbursement to the Owner for expenses and time incurred by the Engineer in traveling and time spent on-site. Minimum time billed shall be 8 hours. 5. Similar types of equipment differing in model, size or manufacturer shall require equal service time as stated in specific Specification section. 6. O&M data shall constitute basis of instruction. a. Review data contents with personnel in full detail to explain aspects of operations and maintenance. 7. Instructional Services shall be completed before start of system demonstration as required. 8. Provide "Certificate of Instructional Services", cosigned by the Owner and Supplier's representative, verifying training has been accomplished to satisfaction of each party. ** * END OF SECTION MATERIAL&EQUIPMENT CONTRACT NO. 1032 01 60 10-5 of 8 AECOM#60558763 Final Clarifier No.3 Dewatl5ina age b7 1 37 of 595 CERTIFICATE OF INSTALLATION SERVICES (Reference Specification Section 01 60 10) Project Equipment Specification Section Contract hereby certify the equipment supplier/manufacturer has inspected this equipment and that it has been properly installed, adjusted, and calibrated. I further certify this equipment may now be operated for test purposes and/or normal use. MANUFACTURER'S REPRESENTATIVE Signature Date Name (print) Title Representing CONTRACTOR Signature Date Name (print) Title This form shall be completed and submitted to the Engineer prior to training of the Owner's personnel. MATERIAL&EQUIPMENT CONTRACT NO. 1032 01 60 10-6 of 8 AECOM#60558763 Final Clarifier No.3 Dewatp inaeel 38 of 595 CERTIFICATE OF INSTRUCTIONAL SERVICES (Reference Specification Section 01 60 10) Project Equipment Specification Section Contract hereby certify that the equipment supplier/manufacturer has instructed the Owner's personnel in the startup operation and maintenance of this equipment as required in the Specifications. CONTRACTOR Signature Date Name (print) Title OWNER hereby certify that my operating personnel received _days of instruction from for startup,operation, and maintenance of this equipment. Signature Date Name (print) Title Representing COMMENTS: MATERIAL&EQUIPMENT CONTRACT NO. 1032 01 60 10-7 of 8 AECOM#60558763 Final Clarifier No.3 Dewatl5ina age 39 of 595 CERTIFICATE OF POST STARTUP SERVICES (Reference Specification Section 01 60 10) Project Equipment Specification Section Contract hereby certify that the equipment supplier/manufacturer has inspected this equipment, made adjustments and calibrations, and that it is operating in conformance with the design, Specification, and manufacturer's requirements. Notation of improper operation shall be detailed and recommendations made and attached to this form. MANUFACTURER'S REPRESENTATIVE Signature Date Name (print) Title Representing CONTRACTOR Signature Date Name (print) Title OWNER hereby certify that the equipment supplier/manufacturer has inspected this equipment and made adjustments and calibrations. Signature Date Name (print) Title COMMENTS This form shall be submitted to the Owner upon completion of 1-year reinspection as required by the Specifications. MATERIAL&EQUIPMENT CONTRACT NO. 1032 01 60 10-8 of 8 AECOM#60558763 Final Clarifier No.3 Dewatl5ina eel�s40 of 595 SECTION 01 66 10 DELIVERY, STORAGE AND HANDLING PART1 GENERAL 1.01 GENERAL: A. This Section specifies the general requirements for the delivery handling, storage and protection for all items required in the construction of the work. Specific requirements, if any, are specified with the related item. 1.02 TRANSPORTATION AND DELIVERY: A. Transport and handle items in accordance with manufacturer's printed instructions. B. Before shipping to the Site, contact the Engineer, in writing, giving at least fourteen (14) Days prior notice to enable the Engineer or its authorized inspector to inspect the equipment if necessary. Assemble the complete unit in the factory for inspection by the Engineer or its authorized inspector. Do not ship the equipment until the Engineer has completed its inspection. C. Schedule delivery to reduce long term on-site storage prior to installation and/or operation. Under no circumstances shall equipment be delivered to the site more than one month prior to installation without written authorization from the Engineer or Owner. D. Ship equipment, material and spare parts complete except where partial disassembly is required by transportation regulations or for protection of components. E. Pack spare parts in containers bearing labels clearly designating contents and pieces of equipment for which intended. All spare parts shall be cross-referenced to their applicable the Specification Section. F. Carefully pack and crate equipment for shipment. Protect polished and machined metal surfaces from corrosion and damage during shipment and installation. Specially pack electrical equipment to prevent damage by moisture. Cover equipment having exposed bearings and glands to exclude foreign matter. Carefully pack machines for shipment and protect electrical equipment from moisture damage. Protect bearings, seals and glands from grit and dirt. G. Identify each component with durable identifying labels or tags securely attached to each piece of equipment, crate or container. H. Finished surfaces of all exposed flanges shall be protected by fiberboard blank flanges strongly built and securely bolted thereto. I. Deliver spare parts at same time as pertaining equipment. Deliver spare parts to Owner after completion of work. J. Coordinate delivery with installation to ensure minimum holding time for items that are hazardous, flammable, easily damaged or sensitive to deterioration. K. Deliver products to the site in manufacturer's original sealed containers or other packing systems, complete with instructions for handling, storing, unpacking, protecting and installing. DELIVERY,STORAGE&HANDLING CONTRACT NO. 1032 01 66 10-1 of 4 AECOM#60558763 Final Clarifier No.3 Dewatp inaels41 of 595 L. Assume responsibility for equipment material and spare parts just before unloading from carrier at site. M. All items delivered to the site shall be unloaded and placed in a manner which will not hamper the Contractor's normal construction operation or those of Subcontractors and other contractors and will not interfere with the flow of necessary traffic. N. Provide equipment and personnel to unload all items delivered to the site. O. Promptly inspect shipment to assure that products comply with requirements, quantities are correct, and items are undamaged. For items furnished by others (i.e. Owner, other contractors), perform inspection in the presence of the Engineer or Owner. Notify Engineer or Owner verbally, and in writing, of any problems. P. Pay all demurrage charges if failed to promptly unload items. 1.03 STORAGE AND PROTECTION: A. Store and protect products and equipment in accordance with the manufacturer's instructions, with seals and labels intact and legible. Storage instruction shall be studied by the Contractor and reviewed with the Engineer or Owner by him. Instructions shall be carefully followed and a written record of this kept by the Contractor for each product and pieces of equipment. B. Arrange storage of products and equipment to permit access for inspection. Periodically inspect to make sure products and equipment are undamaged and are maintained under specified conditions. C. Provide protective maintenance during storage consisting of manually exercising equipment, inspecting mechanical surfaces for signs or corrosion or other damage, lubricating, applying any coatings as recommended by the equipment manufacturer necessary for its protection and all other precautions to assure proper protection of all equipment stored and for compliance with manufacturers' requirements related to warranties. Log all protective maintenance for each piece of equipment in the written record noted above. D. Store loose granular materials on solid flat surface in a well-drained area. Prevent mixing with foreign matter. E. Cement and lime shall be stored under a roof and off the ground and shall be kept completely dry at all times. All structural, miscellaneous and reinforcing steel shall be stored off the ground or otherwise to prevent accumulation of dirt or grease, and in a position to prevent accumulations of standing water and to minimize rusting. Beams shall be stored with the webs vertical. Precast concrete shall be handled and stored in a manner to prevent accumulations of dirt, standing water, staining, chipping or cracking. F. All mechanical and electrical equipment and instruments shall be covered with canvas and stored in a weathertight building to prevent injury. The building may be a temporary structure on the site or elsewhere, but it shall be satisfactory to the Owner. Building shall be provided with adequate ventilation to prevent condensation. Maintain temperature and humidity within range required by manufacturer and to prevent condensation on the equipment being stored. 1. All equipment shall be stored fully lubricated with oil, grease and other lubricants unless otherwise instructed by the manufacturer. DELIVERY,STORAGE&HANDLING CONTRACT NO. 1032 01 66 10-2 of 4 AECOM#60558763 Final Clarifier No.3 Dewatp ina We 9s42 of 595 2. Moving parts shall be rotated a minimum of once weekly to insure proper lubrication and to avoid metal-to-metal "welding". Log all rotation maintenance for each piece of equipment in the written record noted above. 3. Upon installation of the equipment, the Contractor shall start the equipment, at least half load, once weekly for an adequate period of time to ensure that the equipment does not deteriorate from lack of use. Log all startup for each piece of equipment in the written record noted above. 4. Lubricants shall be changed upon completion of installation and as frequently as required thereafter during the period between installation and acceptance. New lubricants shall be put into the equipment at the time of acceptance. 5. Prior to acceptance of the equipment, the Contractor shall have the manufacturer inspect the equipment and certify that its condition has not been detrimentally affected by the long storage period. Such certifications by the manufacturer shall be deemed to mean that the equipment is judged by the manufacturer to be in a condition equal to that of equipment that has been shipped, installed, tested and accepted in a minimum time period. As such, the manufacturer will guaranty the equipment equally in both instances. If such a certification is not given, the equipment shall be judged to be defective. It shall be removed and replaced at the Contractor's expense. PART PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) ** * END OF SECTION DELIVERY,STORAGE&HANDLING CONTRACT NO. 1032 01 66 10-3 of 4 AECOM#60558763 Final Clarifier No.3 Dewatp ina We 9s43 of 595 THIS PAGE LEFT BLANK INTENTIONALLY DELIVERY,STORAGE&HANDLING CONTRACT NO. 1032 01 66 10-4 of 4 AECOM#60558763 Final Clarifier No.3 Dewatp ina We 9s44 of 595 SECTION 01 78 23 OPERATION AND MAINTENANCE (O&M) DATA PART1 GENERAL 1.01 SUMMARY A. Compile data and related information in manuals appropriate for the Owner's operation and maintenance (O&M) of each item of equipment identified in other Specification sections. 1.02 QUALITY ASSURANCE A. Preparation of data shall be performed by personnel: 1. Trained and experienced in O&M of described equipment. 2. Familiar with requirements of this section. 3. Skilled as technical writer to extent required to communicate essential data. 4. Skilled as drafter competent to prepare required drawings. 1.03 FORM OF MANUALS A. Components: 1. Size: 8-1/2 in. by 11 in., or 11 in. by 17 in. folded, with standard 3-hole punching. 2. Paper: 20-Ib minimum, white, for typed pages. 3. Text: Manufacturer's printed data,or neatly typewritten. Handwritten data is not acceptable. 4. Drawings: a. Bind in with text. b. Fold larger drawings and place in clear plastic pockets punched for inserting into binder. Place identification on outside of each pocket. B. Cover Label: Label each binder cover and spine with typed or printed title "OPERATION AND MAINTENANCE INSTRUCTIONS" and following: 1. Project title. 2. Name(s)of applicable building(s)or structure(s)as shown on Drawings in which equipment located. 3. Name of equipment as set forth in Contract Documents. 4. Specification section number for equipment as set forth in Contract Documents. C. Binders: 1. Commercial quality D-Ring binder with durable and cleanable plastic covers. Paperboard and laminated paperboard covers are not acceptable. 2. Do not fill binders to more than 75% of capacity. 3. When multiple binders are used for an item of equipment, organize contents into related groupings. Each binder cover shall bear identification of specific contents. 1.03 SUBMITTAL SCHEDULE A. Submit 6 copies of complete O&M data, bound in binders bearing identification label, for review within 30 days after time the Contractor receives approved Shop Drawings and other submittals for equipment from the Engineer. OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-1 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina eel�s45 of 595 B. The Engineer's review and acceptance of O&M data will be only for conformance with requirements of this section, for form of submittal and organization of data and completeness of information provided, but not for technical content or coordination between individual suppliers of equipment or system(s). C. The Contractor shall review O&M submittal and complete Form 1, Contractor Submittal Form, attached to this section indicating requirements of this section have been met before submitting to the Engineer. The Engineer will reject submittals without completed Form 1. D. The Engineer will be sole judge of completeness of data. 1.04 PAYMENTS A. Progress payment for equipment delivered,stored or installed under these Contract Documents will not be made until O&M data is approved by the Engineer. B. Progress payments for control systems packaged with equipment will not be made until O&M data incorporated into equipment and control system manual is approved by the Engineer. PART2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 GENERAL CONTENTS OF DATA A. Each manual shall contain equipment data pertaining to not more than one Specification section number indicated in Contract Documents. B. Title Sheet: First page in data listing following: 1. Title: "OPERATION AND MAINTENANCE INSTRUCTIONS." 2. Title of Project: As shown on Contract Documents. 3. Name(s)of applicable building(s)or structure(s) in which equipment is located. 4. Name of equipment as described in Contract Documents. 5. Specification section number for equipment. 6. The Contractor's name, address, and telephone number. 7. Subcontractor's name, address, and telephone number if equipment is provided by Subcontractor. 8. The Contractor's or Subcontractor's purchase order number, manufacturer's shop order number or other such numbers required for parts and service ordering. 9. Manufacturer's name, address, and telephone number. 10. Name, address, and telephone number for local source of supply for parts and service. C. Equipment List: Immediately following title sheet containing following: 1. Completed Form 1, Contractor's Submittal Form. D. Table of Contents: Immediately following equipment list. Arrange in logical, systematic order and shall include as minimum each tabbed divider. Each page shall be numbered. E. Tabbed Dividers: Insert tabbed section dividers between each major section OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-2 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina Wels46 of 595 1. Provide title of section on each tab. 2. Provide table of contents for each tabbed section, arranged in systematic order. F. Equipment Data Sheets: Provide catalog sheets showing configuration, manufacturer's specifications, models, options, and styles of equipment and major components being provided. Product data sheets will show project specific information with inapplicable information deleted by crossing out or removal. Include in tabbed section(s). G. Text: 1. Include only those sheets applicable to Project. 2. Each sheet shall: a. Identify specific equipment or part installed. b. Identify text applicable to equipment or part installed. c. Do not include inapplicable information. H. Drawings: 1. Supplement text with drawings to clearly illustrate following: a. Equipment and components. b. Relations of component parts of equipment and systems. c. Control and flow diagrams. 2. Actual drawings of equipment from manufacturer. "Typical" drawings are not acceptable, unless they accurately illustrate actual installation. I. Specially written information, as required to supplement text for particular installation. 1. Provide explanation of interrelationships of equipment and components, and effects one component has on another or entire system. 2. Provide overall instructions and procedures for equipment tying in instructions and procedures for separate components into unified instructional package. 3. Provide glossary of special terms used by manufacturer. 4. Organize in consistent format under separate headings for different procedures. 5. Provide logical sequence of instructions for each procedure. J. Copy of each warranty, bond or service contract issued. 1. Provide information sheet for the Owner's personnel to explain following. a. Proper procedures in event of failure or malfunction to prevent voiding warranty. b. Instances affecting validity of warranties or bonds. 3.02 SPECIFIC DATA FOR EACH EQUIPMENT AND SYSTEMS A. For each item of equipment and system include: 1. Completed Equipment Data Form typewritten on copy of Form 2 to Section 01785. 2. Description of equipment and component parts: a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data, and tests as applicable. C. Complete nomenclature and commercial number of replaceable parts. OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-3 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina age147of 595 d. Complete nameplate data. e. P&ID numbers for equipment as indicated on Drawings. 3. Operating Procedures: a. Startup, break-in, and normal operating instructions. b. Regulation, control, stopping, shutdown, and emergency instructions. C. Summer and winter operating instructions, as applicable. d. Special operating instructions. 4. Maintenance Procedures: a. Routine maintenance operations. b. Guide to troubleshooting. C. Disassembly, repair, and reassembly instructions. d. Alignment, adjusting, and checking instructions. 5. Servicing and Lubrication Schedule: a. List of lubricants required and quantity to be applied. b. Schedule of lubrication. C. Schedule for other routine maintenance. 6. Manufacturer's printed instructions regarding safety precautions for both (a) protection of personnel operating equipment and systems and(b) prevention of damage to equipment and systems. 7. Description of sequence of operation of controls. 8. Manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. a. Predicted life of parts subject to wear. b. Items recommended to be stocked as spare parts and quantities of same. 9. Approved control diagrams such as ladder diagrams, instrumentation loop diagrams, and electrical schematics as appropriate. 10. Bill of material. 11. Other data as required under applicable Specification sections. B. Each electric and electronic system,as applicable to equipment such as switchgear, motor control centers, panel boards, switchboards, starters, breakers, and relays shall include: 1. Description of System and Component Parts: a. Function, normal operating characteristics, and limiting conditions. b. Performance curves, engineering data, rating tables, and tests as applicable. C. Complete nomenclature and commercial number of replaceable parts. d. Complete nameplate data. e. P&ID numbers for equipment as set forth on Drawings. 2. Circuit Directories of Panel Boards: a. Electrical service. b. Controls. OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-4 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina age148of 595 C. Communications. 3. Complete instrumentation loop diagrams with tabulated listing of components in each control circuit or loop. 4. Operating Procedures: a. Routine and normal operating instructions. b. Sequences required. C. Special operating instructions. 5. Maintenance Procedures: a. Routine maintenance operations. b. Guide to troubleshooting. C. Disassembly, repair, and reassembly instructions. d. Adjustment and checking instructions. 6. Manufacturer's printed instructions regarding safety precautions for both (a) protection of personnel operating equipment and systems and(b) prevention of damage to equipment and systems. 7. List of original manufacturer's spare parts and recommended quantities maintained in storage. 8. Other data as required under pertinent sections of Specifications. C. Prepare and include additional data when need for such data becomes apparent during instruction of the Owner's personnel or as requested by the Owner. OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-5 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina eeJs49 of 595 FORM 1 TO SECTION 01 78 23 Page 1 of 5 CONTRACTOR SUBMITTAL FORM TO: (Engineer) DATE: (Address) SPECIFICATION (City, State, Zip) SECTION TITLE: (Attn:) SECTION NO.: MANUFACTURER/ VENDOR: FROM: (Contractor) NO. OF COPIES (Address) SUBMITTED TO the (City, State, Zip) Engineer: SIGNATURE OF the Contractor: GENTLEMEN: We have checked the O&M manual submittal dated 20_, and have found it to be in accordance with the requirements of Specification Section 01 78 23 as noted below. FORMAT Size: 8-1/2 x 11 or 11 x 17 Paper: 20-Ib minimum Text: Printed data/neatly typed Drawings:Standard size bound in text; in text-size labeled envelopes Tabbed Section Dividers Cover Label: Title Project name Building/structure ID Equipment name Specification section Binders: Plastic Cover OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-6 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpinaeelto Of 595 FORM 1 TO SECTION 01 78 23 Page 2 of 5 CONTRACTOR SUBMITTAL FORM Provided Not Page Applicable No. GENERAL CONTENTS ❑ One specification only ❑ Title Page - Title - Project title - Building/structure ID - Equipment name - Specification section number - Contractor ID - Subcontractor ID - Purchase order data - Manufacturer ID - Service/parts supplier ID Ci Product List ❑ Table of Contents ❑ Tabbed Sections - Pertinent data sheets -Annotated as needed ❑ Text - Pertinent to project -Annotated ❑ Drawings - Illustrate product and components - Control and flow diagrams OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-7 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina eels51 of 595 FORM 1 TO SECTION 01 78 23 Page 3 of 5 CONTRACTOR SUBMITTAL FORM Provided Not Page Applicable No. GENERAL CONTENTS C Special Information - Interrelationships of equipment and components - Instructions and procedures provided - Instructions organized in consistent format - Instructions in logical sequence - Glossary ❑ Warranty, Bond, Service Contract SPECIFIC CONTENTS EQUIPMENT/SYSTEMS ONLY ❑ Description of Unit and Components - Equipment functions - Normal operating characteristics - Limiting conditions - Performance curves - Engineering data - Test data - Replaceable parts list with numbers - Nameplate data - P&ID numbers C Operating Procedures - Startup - Routine/normal operation - Regulation and control - Stopping and shutdown - Emergency OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-8 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina @e9 2 of 595 FORM 1 TO SECTION 01 78 23 Page 4 of 5 CONTRACTOR SUBMITTAL FORM Provided Not Page Applicable No. SPECIFIC CONTENTS (EQUIPMENT/SYSTEMS ONLY) I- Operating Procedures continued - Seasonal operation - Special instructions L Maintenance Procedures - Routine/normal instructions - Troubleshooting guide - Disassembly/reassembly/repair ❑ Servicing and Lubrication - List of lubricants - Lubrication schedule - Maintenance schedule ❑ Safety Precautions/Features ❑ Sequence of Operation of Controls ❑ Assembly Drawings ❑ Parts List and Illustrations - Predicted life - Spare parts list ❑ Control Diagrams/Schematics ❑ Bill of Materials ❑ Completed Equipment Data Form per Specification ❑ Other Data as Required OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-9 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpinaeel 3 of 595 FORM 1 TO SECTION 01 78 23 Page 5 of 5 CONTRACTOR SUBMITTAL FORM Provided Not Page Applicable No. SPECIFIC CONTENTS (EQUIPMENT/SYSTEMS ONLY) C Description - Equipment functions - Normal operating characteristics - Performance curves - Engineering data - Test data - Replaceable parts list with numbers - Nameplate data - P&ID numbers F Panel Board Directories - Electrical - Controls - Communications F Instrumentation Loops - Diagrams - Components list each circuit/loop L Maintenance Procedures - Routine/normal instructions - Troubleshooting guide - Disassembly/reassembly -Adjusting and checking ❑ Safety Precautions/Features ❑ Spare Parts List ❑ Additional Data OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-10 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina @e11 4 of 595 FORM 2 TO SECTION 01 78 23 Page 1 of 4 EQUIPMENT DATA FORM PROJECT NAME CONTRACT NO. CONTRACTOR EQUIPMENT NO. ASSET NO.* DESCRIPTION MAINT. NO.* LOCATION MANUFACTURER PURCHASED FROM VENDOR ORDER NO. PURCHASE $ DATE OF PURCHASE LOCAL SUPPLIER ADDRESS PHONE NO. MODEL NO. NO. OF UNITS SERIAL NOS. *By Owner OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-11 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina ee9155 of Sof 595 FORM 2 TO SECTION 01 78 23 Page 2 of 4 EQUIPMENT DATA FORM NAMEPLATE DATA ELECTRIC MOTOR PUMP/HVAC UNIT MANUFACTURER MANUFACTURER TYPE [ ] AC [ ] DC TYPE HORSEPOWER SIZE RPM CAPACITY VOLTAGE PRESSURE AMPERAGE ROTATION PHASE IMPELLER SIZE FRAME IMPELLER MATERIAL DRIVE/REDUCER OTHER I&C MANUFACTURER MANUFACTURER [ ] GEAR TYPE [ ] V-BELT [ ] CHAIN TYPE 1 VARIDRIVE SIZE SERVICE FACTOR CAPACITY RATIO RANGE OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-12 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp@ n e9 6 of 595 FORM 2 TO SECTION 01 78 23 Page 3 of 4 EQUIPMENT DATA FORM MAINTENANCE SUMMARY EQUIPMENT NO. ASSET NO.* DESCRIPTION MAINT. NO.* MAINTENANCE OPERATION: FREQUENCY: List briefly each Maintenance Operation required and refer to specific List required frequency of information in Manufacturer's Manual, if applicable. Refer by symbol each maintenance operation. to "Lubricant List"for Lubrication Operation. *By Owner OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-13 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina @e11 7 of 595 FORM 2 TO SECTION 01 78 23 Page 4 of 4 EQUIPMENT DATA FORM LUBRICANT/RECOMMENDED SPARE PARTS LIST EQUIPMENT NO. ASSET NO.� DESCRIPTION MAINT. NO.* LUBRICANT LIST REFERENCE LUBRICANT TYPE RECOMMENDED LUBRICANT SYMBOL MILITARY STANDARD AND MANUFACTURER List symbols in List general lubricant type. List specific lubricant name, viscosity, and "Maintenance manufacturer. Operation" (Page 3 . RECOMMENDED SPARE PARTS LIST PART NO. ** DESCRIPTION UNIT QUANTITY UNIT COST ADDITIONAL DATA AND REMARKS * By Owner ** Identify parts provided by this contract with two asterisks. Note: Attach additional sheets if necessary; identify each sheet at top with equipment number and description. * * * END OF SECTION * * * OPERATION&MAINTENANCE DATA CONTRACT NO. 1032 01 78 23-14 of 14 AECOM#60558763 Final Clarifier No.3 DewatpinaWel 8 of 595 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART1 GENERAL 1.01 SUMMARY A. Maintain at site one record copy of: 1. Drawings. 2. Project Manual. 3. Addenda. 4. Change orders and other modifications to Contract. 5. The Engineer's Field Orders, Work Change Directives, Written Amendments, or Clarifications. 6. Returned Shop Drawings and other submittals. 7. Field test records. 8. Associated permits. 1.02 SUBMITTALS A. At Substantial Completion: 1. Deliver one marked up set of Drawings to the Engineer for use in preparation of record drawings. B. Submit with transmittal letter containing following: 1. Date. 2. Project title and number. 3. The Contractor's name and address. 4. Title of record document. 5. Signature of the Contractor or authorized representative. PART PRODUCTS (Not Used) PART 3 EXECUTION 3.01 MAINTENANCE OF DOCUMENTS AND SAMPLES A. Store record documents and samples on-site apart from documents used for construction. 1. Provide files and racks for storage of documents. 2. Provide secure storage space for storage of samples. B. Maintain record documents in clean, dry, legible condition and in good order. Do not use record documents for construction purposes. C. Make record documents and samples available for inspection by the Engineer or the Owner. PROJECT RECORD DOCUMENTS CONTRACT NO. 1032 01 78 39-1 of 2 AECOM#60558763 Final Clarifier No.3 Dewatl5ina eeJs59 of 595 D. Failure to properly maintain record documents may be reason to delay portion of progress payments until records comply with Contract Documents. 3.02 RECORD DOCUMENTS A. General: 1. Maintain one complete set of Drawings and Project Manual, including Addenda, legibly annotated to show changes made during construction. 2. Label each document"PROJECT RECORD" in neat, large printed letters. 3. Record information concurrently with construction progress: a. Do not conceal Work until information is recorded. b. Record changes made by Field Order, Change Order or Work Directive Change and identify document number. 4. Give particular attention to concealed equipment and materials that would be difficult to measure and record at later date. B. Drawings: 1. Graphically depict changes by modifying or adding to plans,details,sections, elevations, or schedules. 2. Make changes on each sheet affected by changes. 3. Dimensions: a. Depths of various elements of foundation in relation to finish first floor datum. b. Horizontal and vertical locations of underground utilities and appurtenances referenced to permanent surface improvements. 4. Location of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of structure. 5. Details not on original Drawings. 6. Size of equipment and location including connections. C. Specifications: 1. Mark Specification sections to show substantial variations in actual Work performed in comparison with text of Specifications and modifications. 2. Include variations in products delivered to site and from manufacturer's installation instructions and recommendations. 3. Give particular attention to substitutions and selection of options and similar information. 4. Note related record drawing information and Product Data. ** * END OF SECTION PROJECT RECORD DOCUMENTS CONTRACT NO. 1032 01 78 39-2 of 2 AECOM#60558763 Final Clarifier No.3 Dewatl5inaee-It0 of 595 SECTION 03 30 00 CAST-IN-PLACE CONCRETE PART1 GENERAL 1.01 DESCRIPTION: A. Provide cast-in-place concrete as indicated and in compliance with Contract Documents. 1.02 REFERENCES: A. American Concrete Institute (ACI): 1. 211.1: Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete 2. 214R: Recommended Practice for Evaluation of Strength Test Results of Concrete 3. 301: Standard Specifications for Structural Concrete 4. 304R: Guide for Measuring, Mixing, Transporting and Placing Concrete 5. 304.2R: Placing Concrete by Pumping Methods 6. 305R: Hot Weather Concreting 7. 306R: Cold Weather Concreting 8. 308: Standard Practice for Curing Concrete 9. 309R: Guide for Consolidation of Concrete 10. 311.4R: Guide for Concrete Inspection 11. 318: Building Code Requirements for Structural Concrete 12. 350: Code Requirements For Environmental Engineering Concrete Structures B. ASTM International (ASTM): 1. A123: Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products 2. A153: Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware 3. C31: Standard Practice for Making and Curing Concrete Test Specimens in the Field 4. C33: Standard Specification for Concrete Aggregates 5. C39: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens 6. C40: Standard Test Method for Organic Impurities in Fine Aggregates for Concrete 7. C42: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete 8. C87: Standard Test Method for Effect of Organic Impurities in Fine Aggregate on Strength of Mortar 9. C88: Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate 10. C94: Standard Specification for Ready-Mixed Concrete 11. C109: Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-in or[50-mm] Cube Specimens) 12. C123: Standard Test Method for Lightweight Particles in Aggregate 13. C136: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates 14. C138: Standard Test Method for Unit Weight, Yield, and Air Content (Gravimetric) of Concrete 15. C143: Standard Test Method for Slump of Hydraulic Cement Concrete 16. C150: Standard Specification for Portland Cement 17. C157: Standard Test Method for Length Change of Hardened Hydraulic Cement, Mortar and Concrete CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-1 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp inaWelt, of 595 18. C171: Standard Specification for Sheet Materials for Curing Concrete 19. C172: Standard Practice for Sampling Freshly Mixed Concrete 20. C192: Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory 21. C231: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method 22. C260: Standard Specification for Air-Entraining Admixtures for Concrete 23. C289: Standard Test Method for Potential Alkali-Silica Reactivity of Aggregates (Chemical Method) 24. C295: Standard Guide for Petrographic Examination of Aggregates for Concrete 25. C309: Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete 26. C311: Standard Test Methods for Sampling and Testing Fly Ash or Natural Pozzolans for Use as a Mineral Admixture in Portland Cement Concrete 27. C494: Standard Specification for Chemical Admixtures for Concrete 28. C595: Standard Specification for Blended Hydraulic Cements 29. C618: Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete 30. C989: Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars 31. C1017: Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete 32. C1064: Standard Test Method for Temperature of Freshly Mixed Portland Cement Concrete 33. C1107: Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink) 34. D75: Standard Practice for Sampling Aggregates 35. E329: Standard Specification for Agencies Engaged in the Testing and/or Inspection of Materials used in Construction C. American Association of State Highway and Transportation Officials (AASHTO): 1. M182: Standard Specification for Burlap Cloth Made from Jute or Kenaf and Cotton Mats 1.03 SUBMITTALS: A. Submit the following shop drawings in accordance with Section 01 33 10. B. Product Data: 1. Manufacturer's specifications and instructions including Safety Data Sheets (SDS) for admixtures and curing materials. Manufacturer's certification of compatibility of all admixtures. C. Shop Drawings: 1. Provide certificate that cement used complies with ASTM C150 and these specifications. 2. Provide certificates that aggregates comply with ASTM C33. Submit gradation analysis with concrete mix designs. 3. Provide certificate of compliance with these specifications from the manufacturer of the concrete admixtures. 4. For each formulation of concrete proposed, prepare mix designs in accordance with ACI 318, Chapters 4 and 5, except as modified herein. Submit mix design for review by the Engineer at least 15 days before placing of any concrete. 5. Proposed special procedures for protection of concrete under wet weather placement conditions. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-2 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp inaWelt2 of 595 6. Proposed special procedures for protection and curing of concrete under hot and cold weather conditions. D. Field Quality Control Submittals 1. Provide delivery tickets for ready-mix concrete or weighmasters certificate per ASTM C94, including weights of cement and each size aggregate and amount of water added at the plant and record of pours. Record the amount of water added on the job on the delivery ticket. Water added at the plant shall account for moisture in both coarse and fine aggregate. 1.04 QUALITY ASSURANCE: A. Unless otherwise indicated, materials, workmanship, and practices shall conform to the following standards: 1. ACI 301, "Structural Concrete for Buildings." 2. ACI 318, "Building Code Requirements for Reinforced Concrete." 3. ACI 350, "Code Requirements for Environmental Engineering Concrete Structures." B. Where provisions of pertinent codes and standards conflict with this specification, the more stringent provisions govern. C. Concrete not meeting the minimum specified 28-day design strength shall be cause for rejection and removal from the work. D. Perform concrete work in conformance with ACI 301 unless otherwise specified. E. Do not use admixtures, including calcium chloride, which will cause accelerated setting of cement in concrete. F. Do not place concrete until design mix is accepted by the Engineer. G. Employ an independent testing laboratory, acceptable to the Engineer, to develop concrete mix designs. H. The Contractor shall employ an independent testing laboratory to test conformity of materials to specifications. Concrete testing shall be performed by an ACI Concrete Field Technician, Grade I or equivalent. Allow free access to obtain test samples. I. Methods of Sampling and Testing: 1. Fresh Concrete Sampling: ASTM C172 2. Specimen Preparation: ASTM C31 3. Compressive Strength: ASTM C39 4. Air Content: ASTM C231 5. Slump: ASTM C143 6. Temperature: ASTM C1064 7. Unit Weight: ASTM C138 8. Obtaining Drilled Cores: ASTM C42 9. Drying Shrinkage: ASTM C157 J. Acceptance of Structure: Acceptance of completed concrete work requires conformance with dimensional tolerances, appearance and strength as indicated or specified. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-3 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp inaWelt3 of 595 K. Hot weather concrete to conform to ACI 305R and as specified herein. L. Cold weather concrete to conform to ACI 306R and as specified herein. M. Reject concrete delivered to job site that exceeds the time limit or temperature limitations specified. N. Do not place concrete in water or on frozen or uncompacted ground. O. Workability P. 1. Concrete shall be of such consistency and composition that it can be worked readily into the forms and around the reinforcement without excessive vibrating and without permitting the materials to segregate or free water to collect on the surface. 2. Adjust the proportions to secure a plastic, cohesive mixture, and one that is within the specified slump range. 3. To avoid unnecessary changes in consistency, obtain the aggregate from a source with uniform quality, moisture content, and grading. Handle materials to minimize variations in moisture content that would interfere with production of concrete of the established degree of uniformity and slump. 1.05 DELIVERY, STORAGE, AND HANDLING: A. Provide in conformance with Section 01 66 10 and as specified herein. B. Deliver concrete to discharge locations in watertight agitator or mixer trucks without altering the specified properties of water-cement ratio, slump, air entrainment, temperature and homogeneity. C. Reject concrete not conforming to specification, unsuitable for placement, exceeding the time or temperature limitations or not having a complete delivery batch ticket. 1.06 SITE CONDITIONS: A. Do not place concrete until conditions and facilities for making and curing control test specimens are in compliance with ASTM C 31 and as specified herein. PART PRODUCTS 2.01 MATERIALS: A. Cement: B. 1. Portland Cement, ASTM C150, Type II; or blended hydraulic cement, ASTM C595, Type IP (MS). 2. Use only one brand of cement in any individual structure. Use no cement that has become damaged, partially set, lumpy, or caked. Reject the entire contents of the sack or container that contains such cement. Use no salvaged or reclaimed cement. 3. Maximum tricalcium aluminate shall not exceed 8 percent. The maximum percent alkalis shall not exceed 0.6 percent. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-4 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp inaWelt4 of 595 C. Fly Ash: 1. Provide fly ash conforming to the following requirements: a. Class F fly ash conforming to ASTM C 618 for chemical and physical properties. b. Supplemental requirements in percent: (1) Maximum carbon content: 3 percent (2) Maximum sulfurtrioxide (S03) content: 4 percent (3) Maximum loss on ignition: 3 percent (4) Maximum water requirement(as a percent of control): 100 percent (5) Fineness, maximum retained on No. 325 sieve: 25 percent D. Ground Granulated Blast Furnace Slag (GGBF): 1. GGBF, when used, shall meet the requirements of ASTM C989, Grade 100 or better. E. Fine Aggregates: 1. Clean, sharp, natural sand conforming to requirements of ASTM C33 with a fineness modulus between 2.50 and 3.0. F. Coarse Aggregate: 1. Well graded crushed stone, natural rock conforming to requirements of ASTM C33. 2. Limit deleterious substances in accordance with ASTM C33, Table 3, Severe Weathering Regions, limit clay lumps not to exceed 1.0 percent by weight, and limit loss when tested for soundness using magnesium sulfate to 12 percent. G. Water and Ice: 1. Use water and ice free from injurious amounts of oil, acid, alkali, salt, organic matter or other deleterious substances and conforms to requirements of ASTM C94. 2. Water shall not contain more than 500 mg/L of chlorides nor more than 500 mg/L of sulfate. 3. Heat or cool water to obtain concrete temperatures specified, and in conformance with ACI 305R and ACI 306R. H. Concrete Admixtures: 1. Maintain compressive strength and maximum water-cement ratios specified in Table 03 30 00-1 when using admixtures. Include admixtures in solution form in the water- cement ratio calculations. 2. Do not use any admixture that contains chlorides or other corrosive elements in any concrete. Admixtures shall be nontoxic after 30 days. Use admixtures in compliance with the manufacturer's printed instructions. The manufacturer shall certify the compatibility of multiple admixtures used in the same mix. Do not use admixtures in greater dosages than recommended by manufacturer. 5. Air Entrainment: a. Class A concrete; an air-entraining admixture conforming to ASTM C260. b. Products: (1) BASF Corporation; MB-AE 90. (2) Sika Corporation, AER. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-5 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp ina Welt5 Of 595 C. Adjust the admixture content to accommodate fly ash or pozzolan requirements, and other admixtures when used, in order to obtain the specified air content. 6. Water Reducing: a. Class A concrete; a water-reducing admixture conforming to ASTM C494, Type A and compatible with the air-entraining admixtures. The amount of admixture added to the concrete shall be in accordance with the manufacturer's recommendations. b. Products: (1) BASF Corporation; Polyheed Series (2) Sika Corporation, Plastocrete 161 (3) WR Grace & Co.; Darex II-AEA (4) Euclid Chemical Company; Eucon NW 7. Water Reducing and Retarding: a. Class A concrete; a water-reducing and retarding admixture conforming to ASTM C494, Type D and compatible with the air-entraining admixtures. The amount of admixture added to the concrete shall be in accordance with the manufacturer's recommendations. b. Products: (1) BASF Corporation; Pozzolith Series (2) Sika Corporation; Plastiment (3) Euclid Chemical company; Eucon WR-91 8. High-Range Water-Reducing Admixture (Superplasticizer): a. Class A concrete; a High-Range water-reducing admixture conforming to ASTM C494, Type F or ASTM C1017, Type I. b. Products: (1) BASF Corporation; Glenium Series (2) WR Grace & Co.; Daracem 100 (3) Euclid Chemical company; Eucon SPC I. Curing Compound: 1. Liquid form, which will form impervious membrane over, exposed surface of concrete when applied to fresh concrete by means of spray gun. Compound shall not inhibit future bond of floor covering or concrete floor treatment. Use Type I-D compound with red fugitive dye, Class B, having 18 percent minimum solids conforming to ASTM C309. 2. Products: a. BASF Building Systems; Kure 1315. b. Euclid Chemical Company; Super Diamond Clear VOX. C. W. R. Meadows, Inc.; VOCOMP-30. d. Dayton Superior Corp; Safe Cure and Seal 30 percent. e. Spec Chem, Cure and Seal WB. J. Burlap Mats: 1. Conform to AASHTO M182. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-6 of 14 AECOM#60558763 Final Clarifier No.3 Dewatpina Wel t6 of 595 K. Sisal-Kraft Paper and Polyethylene Sheets for Curing: 1. Conform to ASTM C171. 2.02 MIXES: A. Conform to ASTM C94, except as modified by these specifications. B. Air content as determined by ASTM C231: 1. 5 +/- 1-1/2 percent for concrete using 1-1/2 inch (38 mm) maximum aggregate size. 2. 6 +/- 1-1/2 percent for concrete using 3/4-inch (19 mm) maximum aggregate size. C. Provide concrete with the following compressive strengths at 28 days and proportion it for strength and quality requirements in accordance with ACI 318. The resulting mix shall not conflict with limiting values specified in Table 03 30 00-1. Table 03 30 00-1 28-Day Minimum Minimum Maximum Compressive Cementitious Water/ Strength Content (lbs Cement Class Type of Work (psi)[Mpa] per C.Y.) Ratio A Concrete for all structures and 4,000 [28] 560 0.44 concrete not otherwise specified. D. Measure slump in accordance with ASTM C143: 1. Proportion and produce the concrete to have a maximum slump of 4 inches (102 mm). A tolerance of up to 1 inch (25 mm) above the indicated maximum is allowed for individual batches provided the average for all batches or the most recent 10 batches tested, whichever is fewer, does not exceed the maximum limit. Concrete of lower than usual slump may be used provided it is properly placed and consolidated. 2. Mixes containing water reducers shall have a maximum slump of 6 inches (152 mm) after the addition of a mid-range water reducer and maximum slump of 8 inches (203 mm) after the addition of a high range water reducer. E. Pozzolan Content: 1. Fly ash shall not exceed 20 percent of the total cementitious content. 2. Ground Granulated Blast Furnace Slag (GGBF) will be permitted as a substitute for fly ash at no additional cost to the Owner, in the event that Class F Fly Ash is not available. The slag substitution shall be in the same proportions and percentages of the total cementitious material as shown for fly ash. A higher percentage of GGBF will be allowed if permitted by the Engineer to suit project needs. F. Aggregate Size: 1. Aggregate size shall be 3/4-inch (19 mm) maximum for slabs and sections 8 inches (203 mm) thick and less. Aggregate size shall be 1 inch (25 mm) maximum for sections greater than 8 inches (203 mm) and less than 17 inches (432 mm). Aggregate size shall be 1-1/2 inches (38 mm) maximum for all larger slabs and sections. 2. Combined aggregate grading shall be as shown in the following table: CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-7 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp inaWelt7 of 595 Table 03 30 00-2 Maximum Aggregate Size 1-1/2 inch 1 inch 3/4-inch 3/8-inch Aggregate Grade per ASTM C33 467 57 67 8 PART 3 EXECUTION 3.01 INSPECTION: A. Examine the subgrade and the conditions under which work is to be performed and notify the Engineer in writing of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions are corrected to comply with specified subgrade conditions in a manner acceptable to the Engineer. 3.02 MIXING AND TRANSPORTING CONCRETE: A. General: Conform to concreting procedures set forth in ASTM C94, ACI 304R and as specified herein. 1. Transport concrete to discharge locations without altering the specified properties of water-cement ratio, slump, air entrainment, temperature and homogeneity. 2. Discharge concrete into forms within 1-1/2 hours after cement has entered mixing drum or before the drum has revolved 300 revolutions after the addition of water, whichever occurs first. 3. Do not add water at the jobsite unless permitted by the Engineer. If it is necessary to add water to obtain the specified slump, add water per ASTM C94, but do not exceed the maximum water content in the reviewed concrete design mix. Added water shall be incorporated by additional mixing of at least 35 revolutions. 4. Do not add water to concrete containing high range water reducing admixture. Do not add water to concrete in delivery equipment not acceptable for mixing. 5. Keep a record showing time and place of each pour of concrete, together with transit-mix delivery slips certifying the contents of the pour. 6. Discharge of concrete shall be completed within the limits set out in Table 03 30 00-3. Table 03 30 00-3 Maximum Time to Concrete Discharge Concrete Temperature Limit Over 90 Degree F Remove concrete from jobsite and discard concrete 86 to 90 Degree F 45 minutes 81 to 85 Degree F 60 minutes 70 to 80 Degree F 75 minutes Below 70 Degree F 90 minutes B. Conveying: Convey concrete from agitator or mixer truck to place of final deposit in forms by one of the following methods: 1. Buckets or hoppers with discharge gates having a clear opening equal to not less than one-third the maximum interior horizontal area or five times the maximum aggregate size being used, whichever is greater, and side slopes of not less than 60 degrees to horizontal. 2. Buggies or wheelbarrows equipped with pneumatic tires. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-8 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp ina Well$ Of 595 3. Round bottom, metal or metal-lined chutes with inclined slope of between 2 to 3 feet (600 to 900 mm) horizontally to 1 foot (300 mm) vertically and of sufficient capacity to avoid overflow. 4. Circular drop pipes with a top diameter of at least eight times the maximum aggregate size, but not less than 6 inch (150 mm), or tapered to not less than six times maximum aggregate size. 3.03 CONCRETE ACCEPTANCE: A. Accept or reject each batch of concrete delivered to the point of agitator or mixer truck discharge. Sign delivery batch tickets to indicate concrete acceptance. B. Reject concrete delivered without a complete concrete delivery batch ticket as specified herein. The concrete supplier will furnish copies of the signed batch ticket to the Contractor and Engineer. C. The testing agency shall perform field tests at the point of agitator or mixer truck discharge. Accept or reject concrete on the basis of conformity with slump, air content and temperature specified. D. The testing agency shall inspect concrete transit truck's barrel revolution counter and gauge for measuring water added to the concrete. Reject concrete that exceeds the maximum barrel revolution of 300, the limits in Table 03 30 00-3 or concrete that has water content exceeding the specified water-cement ratio. E. Reject concrete not conforming to specification before discharging into the forms. 3.04 PREPARATION AND COORDINATION: A. Contractor shall notify the Engineer of readiness to place concrete in any portion of the work a minimum of 5 working days prior to concrete placement. Failure to provide this notification will be cause for delay in placing until observations can be completed. B. Reinforcement, installation of waterstop, positioning of embedded items, and condition of formwork will be observed by the Engineer prior to concrete placement. C. Coordinate the sequence of placement such that construction joints will occur only as designed. D. Schedule sufficient equipment for continuous concrete placing. Provide for backup equipment and procedures to be taken in case of an interruption in placing. Provide backup concrete vibrators at the project site. Test concrete vibrators the day before placing concrete. E. Compact the subgrade and/or bedding. Saturate the subgrade approximately eight hours before placement and sprinkle ahead of the placement of concrete. Remove standing water, mud, and foreign matter before concrete is deposited. F. Where shown on contract drawings, intentionally roughen surfaces of set concrete in a manner to expose bonded aggregate uniformly at joints. G. When shown on contract drawings, install a granular base beneath slabs on ground. Place granular material on a compacted subgrade and compact granular base. 3.05 CONCRETE PLACEMENT: A. Placement shall conform to ACI 304R as modified by these specifications. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-9 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp ina WeJt9 Of 595 B. Alternate sections of concrete walls and slabs may be cast simultaneously. Do not place adjacent sections of walls and slabs until seven days after placement of first placed concrete. C. Do not place concrete until free water has been removed or has been diverted by pipes or other means and carried out of the forms, clear of the work. Do not deposit concrete underwater, and do not allow free water to rise on any concrete until the concrete has attained its initial set. Do not permit free or storm water to flow over surfaces of concrete so as to injure the quality or surface finish. D. Do not place concrete during inclement weather. Protect concrete placed from inclement weather. Keep sufficient protective covering ready at all times for this purpose. E. Deposit concrete at or near its final position to avoid segregation caused by rehandling or flowing. Do not deposit concrete in large quantities in one place to be worked along the forms with a vibrator. F. Deposit concrete continuously and in level layers 1 to 2 feet (305 to 610 mm) thick. Avoid inclined layers and cold joints. Place concrete at lower portion of slope first on sloping surfaces. G. Do not deposit partially hardened concrete in forms. Retempering of partially hardened concrete is not permitted. Remove partially hardened concrete from site at no additional compensation. H. Do not allow concrete to fall freely in forms to cause segregation (separation of coarse aggregate from mortar). Limit maximum free fall of concrete to 4 feet (1,220 mm). Do not move concrete horizontally more than four feet from point of discharge. Space points of deposit not more than eight feet apart. I. Consolidate concrete using mechanical vibrators operated within the mass of concrete and/or on the forms conforming to procedures set forth in ACI 309R and as specified herein. J. Conduct vibration to produce concrete of uniform texture and appearance, free of honeycombing, streaking, cold joints or visible lift lines. K. Conduct vibration in a systematic manner with regularly maintained vibrators. Furnish sufficient backup units at job site. Use vibrators having minimum frequency of 8,000 vibrations per minute and of sufficient amplitude to consolidate concrete. Use not less than one vibrator with crew for each 35 to 40 cubic yards (25 to 30 cubic meters)of concrete placed per hour. L. Insert and withdraw vibrator vertically at a uniform spacing over the entire area of placement. Space distances between insertions such that spheres of influence of each insertion overlap. M. Use additional vibration with pencil vibrators on vertical surfaces and on exposed concrete to bring full surface of mortar against the forms so as to eliminate air voids, bug holes and other surface defects. Employ the following additional procedures for vibrating concrete as necessary to maintain proper consolidation of concrete: 1. Reduce distance between internal vibration insertions and increase time for each insertion. 2. Insert vibrator as close to face of form as possible without contacting form or reinforcement. 3. Thoroughly vibrate area immediately adjacent to waterstops without damaging the waterstop. 4. Use spading as a supplement to vibration where particularly difficult conditions exist. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-10 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp ina Well /0 of 595 N. Pumping Concrete: 1. Conform to the recommendations of ACI 304.2R except as modified herein. 2. Base pump size on rate of concrete placement, length of delivery pipe or hose, aggregate size, mix proportions, vertical lift, and slump of concrete. 3. Use pipe with inside diameter of at least three times the maximum coarse aggregate size, but not less than 2 inches (50 mm). 4. Do not use aluminum pipes for delivery of concrete to the forms. O. Waterstops: 1. Prevent displacement of waterstops during concrete placement, 3.06 CURING AND PROTECTION: A. General: 1. Protect concrete from premature drying, hot or cold temperatures, and mechanical injury, beginning immediately after placement and maintain concrete with minimal moisture loss at relatively constant temperature. 2. Comply with curing procedures set forth in ACI 301, ACI 308 and as specified herein. 3. Perform hot weather concreting in conformance with ACI 305R and as specified herein when the ambient atmospheric temperature is 80 degrees F (27 degrees C) or above. 4. Perform cold weather concreting in conformance with ACI 306R. 5. Concrete required to be moist cured shall remain moist for the entire duration of the cure. Repeated wetting and drying cycles of the curing process will not be allowed. B. Curing Duration: 1. Start initial curing after placing and finishing concrete as soon as free moisture has disappeared from unformed concrete surfaces. Initial curing starts as soon as concrete achieves final set. Forms left tightly in place are considered as part of the curing system, provided that wooden forms are kept continuously moist. Keep continuously moist for not less than 72 hours. 2. Begin final curing procedures immediately following initial curing and before the concrete has dried. Continue final curing for at least 7 days and in accordance with ACI 301 procedures for a total curing period, initial plus final, of at least 10 days. 3. Avoid rapid drying at the end of the final curing period C. Curing Requirements: 1. Unformed Surfaces: Cover and cure entire surface of newly placed concrete immediately after completing finishing operations and water film has evaporated from surface or as soon as marring of concrete will not occur. Protect finished slabs from direct rays of the sun to prevent checking, crazing and plastic shrinkage. 2. Formed Surfaces: Minimize moisture loss for formed surfaces exposed to heating by the sun by keeping forms wet until safely removed. Keep surface continuously wet by warm water spray or warm water saturated fabric immediately following form removal [unless otherwise permitted by the Engineer. 3. Water containment and below Grade Structures: Moist cure by the application of water to maintain the surface in a continually wet condition unless otherwise permitted by the Engineer. Use water that is free of impurities that could etch or discolor exposed concrete surfaces. 4. Other concrete: Moist cure by moisture-retaining cover curing, or by the use of curing compound. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-11 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp ina Wels71 of 595 D. Curing Methods: 1. Water Curing: Use water curing for unformed surfaces. Continuously water cure all exposed concrete for the entire curing period. Provide moisture curing by any of the following methods: a. Keeping the surface of the concrete continuously wet by ponding or immersion. b. Continuous water-fog spray or sprinkling. C. Covering the concrete surface with curing mats, thoroughly saturating the mats with water, and keeping the mats continuously wet with sprinklers or porous hoses. Place curing mats so as to provide coverage of the concrete surfaces and edges, with a 4-inch (100 mm) lap over adjacent mats. Weight down the curing cover to maintain contact with the concrete surface. 2. Sealing Materials: a. Use common sealing materials such as plastic film or waterproofing (kraft) paper. b. Lap adjacent sheets a minimum of 12 inch (300 mm). Seal edges with waterproof tape or adhesive. Use sheets of sufficient length to cover sides of concrete member. C. Place sheet materials only on moist concrete surfaces. Wet concrete surface with fine water spray if the surface appears dry before placing sheet material. d. The presence of moisture on concrete surfaces at all times during the prescribed curing period is proof of acceptable curing using sheet material. 3. Membrane Curing Compound: a. Apply membrane-curing compound uniformly over concrete surface by means of roller or spray at a rate recommended by the curing compound manufacturer, but not less than 1 gallon per 150 sq. ft. (1 liter per 4 sq. meters) of surface area. Agitate curing material in supply container immediately before transfer to distributor and thoroughly agitate it during application for uniform consistency and dispersion of pigment. b. Do not use curing compounds on construction and expansion joints or on surfaces to receive liquid hardener, dustproofer/sealer, concrete paint, tile, concrete fills and toppings or other applications requiring positive bond. C. Reapply membrane-curing compound to concrete surfaces that have been subjected to wetting within 3 hours after curing compound has been applied by method for initial application. E. Protection from environmental conditions: Maintain the concrete temperature above 50 degrees F (10 degrees C) continuously throughout the curing period. Make arrangements before concrete placing for heating, covering, insulation or housing to maintain the specified temperature and moisture conditions continuously for the curing period. 1. When the atmospheric temperature is 80 degrees F (25 degrees C) and above, or during other climatic conditions which will cause too rapid drying of the concrete, make arrangements before the start of concrete placing for the installation of wind breaks or shading, and for fog spraying, wet sprinkling, or moisture-retaining covering. 2. Protect the concrete continuously for the entire curing period. 3. Maintain concrete temperature as uniformly as possible and protect from rapid atmospheric temperature changes. 4. Avoid temperature changes in concrete that exceed 5 degrees F (3 degrees C) in any one hour and 50 degrees F (10 degrees C) in any 24-hour period. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-12 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp inaWel s72 of 595 F. Protection from physical injury: Protect concrete from physical disturbances such as shock and vibration during curing period. Protect finished concrete surfaces from damage by construction equipment, materials, curing procedures and rain or running water. Do not load concrete in such a manner as to overstress concrete. G. Protection from Deicing Agents: Do not apply deicing chemicals to concrete. 3.07 FIELD QUALITY CONTROL: A. Hot Weather Requirements 1. During hot weather, give proper attention to ingredients, production methods, handling, placing, protection, and curing to prevent excessive concrete temperatures or water evaporation in accordance with ACI 305R and the following. 2. When the weather is such that the temperature of the concrete as placed would exceed 90 degrees F (32.2 degrees C), use ice or other means of cooling the concrete during mixing and transportation so that the temperature of the concrete as placed will not exceed 90 degrees F (32.2 degrees C). 3. Take precautions when placing concrete during hot, dry weather to eliminate early setting of concrete. This includes protection of reinforcing from direct sunlight to prevent heating of reinforcing, placing concrete during cooler hours of the day, and the proper and timely application of specified curing methods. 4. There will be no additional reimbursement to the Contractor for costs incurred for placing concrete in hot weather. B. Cold Weather Requirements 1. Provide adequate equipment for heating concrete materials and protecting concrete during freezing or near-freezing weather in accordance with ACI 306R and the following. 2. When the temperature of the surrounding atmosphere is 40 degrees F (4.4 degrees C) or is likely to fall below this temperature, use heated mixing water not to exceed 140 degrees F (60 degrees C). Do not allow the heated water to come in contact with the cement before the cement is added to the batch. 3. When placed in the forms during cold weather, maintain concrete temperature at not less than 55 degrees F (12.8 degrees C). Materials shall be free from ice, snow, and frozen lumps before entering the mixer. 4. Maintain the air and the forms in contact with the concrete at temperatures above 40 degrees F (4.4 degrees C) for the first five days after placing, and above 35 degrees F (1.7 degrees C) for the remainder of the curing period. Provide thermometers to indicate the ambient temperature and the temperature 2 inches (50 mm) inside the concrete surface. 5. There will be no additional reimbursement made to the Contractor for costs incurred for placing concrete during cold weather. C. Backfill Against Walls 1. Do not place backfill against walls until the concrete has obtained a compressive strength equal to the specified 28-day compressive strength. Where backfill is to be placed on both sides of the wall, place the backfill uniformly on both sides. 2. Do not backfill the walls of structures that will be laterally restrained or supported by suspended slabs or slabs on grade until the slab is poured and the concrete has reached the specified compressive strength. CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-13 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp inaWel s73 of 595 D. Concrete Testing 1. Concrete quality testing will be performed on the concrete by independent testing agency retained by the Owner. 2. The testing agency will use concrete samples provided by the Contractor at the point of agitator or mixer truck discharge to perform slump (per ASTM C143) , air content (per ASTM C231), and temperature tests (per ASTM C1064) and for field control test specimens. 3. The testing agency will submit test reports of concrete field measurements specified above to the Contractor and to the Engineer. 4. Provide and maintain facilities for safe storage and proper curing of concrete test specimens on the project site, as required by ASTM C31. 5. Concrete Quality Test Specimen: a. Perform sampling and curing of test specimen in accordance with ASTM C31. b. Testing agency personnel will record truck and load number from the delivery batch ticket, the concrete placement location of each specimen, the date, concrete strength, slump, air content and temperature. C. The testing agency will cast a minimum of one set of 4 test specimens, each 4 inch (100 mm) diameter by 8 inch (200 mm) long cylinders, for each 50 cubic yard (38 cubic meters) of each mix design of concrete but not less than once a day nor less than once for each 5,000 sq. ft. (450 sq. meters) of surface area of foundation mats, base slabs, footings, slabs on grade, or walls. d. Test cylinders in accordance with ASTM C39. Test one cylinder at 7 days for information; test 2 cylinders at 28 days for acceptance; and hold one reserve cylinder for verification. Strength acceptance will be based on the average of the strengths of the 2 cylinders tested at 28 days. If one cylinder of a 28-day test manifests evidence of improper sampling, molding, or testing, other than low strength, discard it and use a reserve cylinder for the test result 6. The Contractor may take field control test specimens for small quantities of concrete. 7. Concrete acceptance shall be based on the requirements of ACI 318 and ACI 350. 8. Field cured cylinders conforming to ASTM C31 will be required to determine field compressive strength of concrete. Laboratory cured cylinders for concrete quality testing shall not be used for determining field compressive strength. 9. Concrete Coring: a. When the concrete quality test specimen compression tests fail to be in compliance with the Contract Documents or when the Engineer detects deficiencies in the concrete, the Contractor will take concrete cores at least 2 inches (50 mm) in diameter from the structure in conformance with ASTM C 42 at locations determined by the Engineer. b. Obtain at least three representative cores from each member or area of concrete that is considered potentially deficient. C. Obtain additional cores to replace cores that show evidence of having been damaged subsequent to or during removal from the structure. d. The testing agency shall compression test the cores taken from the structure in conformance with ASTM C39 and submit test strength test results of cores specified above to the Contractor and to the Engineer. e. All costs associated with coring and testing of cores will be borne by the Contractor at no additional cost to the Owner. ** * END OF SECTION CAST-IN-PLACE CONCRETE CONTRACT NO. 1032 03 30 00-14 of 14 AECOM#60558763 Final Clarifier No.3 Dewatp ina Well s74 of 595 SECTION 33 05 13 PRECAST CONCRETE DEWATERING WELL MANHOLES PART1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Precast Concrete Dewatering Well Manholes. 1.02 SYSTEM DESCRIPTION A. Design and Manufacturing Requirements: 1. Precast concrete dewatering well manhole structures have been designed by ENGINEER. 1.03 SUBMITTALS A. Include one copy of results of tests and certification reports with each shipment of materials. B. If manufacturer's test data is inadequate or unavailable, ENGINEER reserves right to require cores drilled for compressive strength tests. C. Submit in accordance with Section 01 33 10. D. Shop Drawings: 1. Technical data for dewatering well manholes and castings indicating materials of construction. 2. Drawings of dewatering well manholes and castings. PART 2 MATERIALS 2.01 PRECAST CONCRETE DEWATERING WELL MANHOLES A. ASTM C478. B. Reinforced integral top slab shall be as shown on Drawings. C. Wall Thickness: As shown on Drawings. D. Flexible Plastic Gaskets: 1. Manufacturers: a. K.T. Snyder Company, Inc. b. Hamilton-Kent, Inc. C. Cretex. 2. Comply with physical requirements for Type B gaskets in AASHTO M198. PRECAST CONC.DEWATERING WELL MHs CONTRACT NO. 1032 33 05 13-1 of 2 AECOM#60558763 Final Clarifier No.3 Dewatpina Wel s75 of 595 E. Mark each precast section with name or trademark of manufacturer and date of manufacture. Marking shall be indented into dewatering well manholes section or shall be painted thereon with waterproof paint. F. Construct dewatering well manholes and top slab of reinforced concrete. 1. Concrete Strength: Minimum 5,000 psi at 28 days. 2. Reinforcing Steel: ASTM A615 GR 60. 3. Minimum Concrete Cover for Reinforcing Steel: 1 in. 4. Lap Reinforcement at Splices: Minimum of 2 cross wires for wire mesh. 5. Joints shall have bell and spigot connections in conformance with ASTM C478. G. Cast each piece from 1-piece mold. Do not use connecting form ties, which may result in corrosion or leakage points. 2.02 CEMENT MORTAR A. ASTM C270, Type M. PART 3 EXECUTION 3.01 EXCAVATION AND PREPARATION OF SUBGRADE A. Excavate and prepare subgrade in accordance with Drawings. 3.02 SETTING OF PRECAST CONCRETE DEWATERING WELL MANHOLES A. Set dewatering well manholes plumb with orientation of cast-in items as shown on Drawings. B. Joint precast sections of dewatering well manholes with cement mortar or preformed flexible plastic gaskets. 3.03 INSTALLATION A. Install in accordance with manufacturer's written instructions and approved submittals. B. Set dewatering well manholes plumb with orientation of cast-in items as shown on Drawings. 3.04 FIELD QUALITY CONTROL A. Precast concrete dewatering well manholes shall be subject to rejection on account of failure to conform to any specification requirements, including the following: 1. Fractures or cracks passing through shell, except for single end crack not exceeding depth of joint. 2. Defects indicating imperfect proportioning, mixing, and molding. 3. Surface defects indicating honeycombed or open texture. 4. Damaged ends where such damage would prevent making satisfactory joint. 5. Infiltration into structure exceeding 0.0758 gal/vertical ft/hr. 6. Internal dimensions of section varying more than 1%from dimensions shown on plan. 7. Any continuous crack having surface width of 0.01 in. or more and extending for length of 12 in. or more, regardless of position. ** * END OF SECTION ** * PRECAST CONC.DEWATERING WELL MHs CONTRACT NO. 1032 33 05 13-2 of 2 AECOM#60558763 Final Clarifier No.3 Dewatpina aWel s76 of 595 SECTION 33 26 00 DEWATERING WELLS, PIEZOMETERS, AND PUMPING TESTS PART1 GENERAL 1.01 SCOPE AND SEQUENCE OF WORK: A. The following is intended to be a general description of the work to be performed and the sequence of work. Refer to subsequent articles of this specification section for clarification of the details of the work. 1. Install piezometer P2, collect representative samples, and test all granular samples for gradation as specified. 2. Starting with well TW2, install, develop, and individually test three permanent dewatering wells at a constant flow rate for 2 hours (specific capacity tests) as shown on the drawings and as specified herein. Furnish and install level transducers with battery-operated onboard dataloggers in the three wells, the existing piezometer, the existing Satellite Well, and the new piezometer P2 before performing a 72-hour pumping test on well TW2. Also furnish one spare transducer and a barometric transducer (making the total number of transducers 8). 3. Design temporary pumping system; install three temporary pumps, piping, throttling and check valves, pipe fittings, flow meters, level transducers, and a temporary electrical distribution complying with Article 590 of the National Electrical Code from a temporary 3- phase,480-v electrical service specified in Section 01 50 00 (electric usage meter, service disconnect switch, and distribution panel for three pumps). 4. Install temporary discharge piping to the discharge point shown on the drawings. Perform a 72-hour pumping test on well TW2. a. Before the 72-hour test on well TW2, collect and report manual and level transducer water level data in all wells and piezometers for at least 72 hours. b. During the 72-hour test, record flow meter totalizer readings at specified intervals throughout the test in addition to water levels measured by the transducers and manual checks of water depths. It is preferred but not required that the 72-hour test be continuous. If there is an interruption of the test for maintenance, the pumping shall be extended so that it totals about 72 hours. C. After the 72-hour test, continue monitoring the water levels in the wells, piezometers, and the Satellite Well using the transducers installed in them for at least 24 hours or as directed by City's Representative. 5. After the 72-hour pumping test on well TW2 and the recovery period following the test, pump and monitor flow from all three wells continuously as directed by City's representative, conveying the discharge through a temporary piping system to the discharge point shown on the drawings. It is contemplated that the duration of the extended pumping of three wells will be 5 days around the clock. Continue piezometric and flow monitoring and reporting throughout the extended pumping. Perform system maintenance as required for continuous operation of the system. It is preferred but not required that the operation of the three pumps be continuous, and short shutdowns for system maintenance or pump replacement. The City's Representative reserves the right to direct Contractor to continue pumping after the initial 5 days and will provide at least 24 hours' notice before such an extension of pumping. 6. At the conclusion of extended pumping, remove all temporary pumps, piping, flow meters, and appurtenant fittings unless directed by City to temporarily demobilize personnel but leave the pumping system installed on a standby basis as described in paragraph 9 below. DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-1 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 177 of 595 7. After the standby period, complete the three wells by constructing permanent concrete manholes with heavy-duty cast iron frames and lids as shown on the drawings. Complete the new piezometer by adding a 6-in. square steel well guard embedded in concrete. 8. Clean up site and demobilize all temporary piping, pumps, and electrical pump controls as directed by City's Representative. The disposition of the temporary electrical service is described in Specification Section 01 50 00. 9. City's Representative may direct Contractor to temporarily demobilize personnel after extended pumping but secure and leave the 3-well pumping system installed and on standby for 1 month after the conclusion of the initial extended pumping directed by the City. Before the end of the standby period, the City will direct Contractor to remove the pumping system, construct well completions, and demobilize from the site as described above. During the standby period, the City may operate the system with its personnel for up to 720 hours. 1.02 AVAILABLE SUBSURFACE GEOTECHNICAL DATA A. Test Borings, Piezometric Groundwater Levels, and Geotechnical Laboratory Test Data Logs of past test borings at the Site are provided in the appendix to the Specifications. The subsurface conditions from the records apply only to the locations of the borings or tests and at the times of the explorations. The subsurface conditions elsewhere at the site and at the time of construction may be different. Geotechnical laboratory test data from boring/piezometer B1P1 (Easton Well) and other historic borings are also included in the appendix to this Specification. Historic piezometric water elevations in the immediate vicinity of Clarifier 3 are limited to measurements made in existing piezometer PzB1 after its installation in December 2017, and recent measurements in Table 1.02.1. TABLE 1.02-1 GROUNDWATER LEVEL MEASUREMENTS AT B1, P1 AND CEDAR RIVER ELEVATIONS AT WATERLOO River B-1, P1 B-1, P1 Cedar River Elevation at (Easton Groundwater Gage Height Waterloo Well) Water at Waterloo Gage (Ft, Elevation Depth to Elevation (Ft, (Ft) NGVD29 x Difference Time Water(Ft) NAVD88) (Top (Gage Zero Ft, (B1 P1 - Date Hours EI. 842.5) EI. 824.14 NAVD88 ' Gage) Ft 12/26/17 unknown 18.7 821.0 5.33 829.5 -8.50 5/26/20 1045 20.35 822.15 8.01 832.15 -10.0 5/27/20 1000 20.30 822.20 8.58 832.72 -10.52 5/28/20 1115 17.75 824.75 9.57 833.71 -8.96 5/29/20 1025 19.60 823.00 10.30 834.44 -11.44 6/1/20 1100 19.30 823.25 9.68 833.82 -10.57 6/2/20 1045 20.10 822.40 9.05 833.19 -10.78 6/3/20 0920 20.50 822.00 8.67 832.81 -10.81 6/4/20 1145 20.70 821.80 8.24 832.38 -10.58 6/5/20 1040 20.75 821.75 8.72 832.86 -11.11 6/8/20 1013 20.50 822.00 8.34 832.48 -10.48 6/9/20 1011 20.70 821.80 7.94 832.08 -10.28 6/11/20 0805 19.90 822.60 9.90 834.04 -11.44 'Unless noted otherwise, all elevations in this specification are in feet and refer to the North American Vertical Datum of 1988 (NAVD88). The conversion equation between NAVD88 and the National Geodetic DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-2 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 178 of 595 Vertical Datum of 1929 (NGVD29) at the Cedar River gage at Waterloo is EI. NAVD88 = El. NGVD29 + 0.06 ft. 1.03 UNIT PRICES A. New Piezometer 1. Payment. Payment will be made for labor, supervision, equipment, laboratory testing, drilling, sampling, installing piezometer materials, filter sand, and grout seal, developing, furnishing and installing transducer in piezometer P2 as well as in existing Satellite Well, and furnishing and installing a 6-in. square steel well guard embedded in concrete 2. Measurement. Piezometer will be measured for payment by the number of completed piezometers. 3. Units of Measure. Each completed piezometer. B. New Dewatering Wells 1. Payment. Payment will be made for costs associated with installing, developing, and 2- hour specific capacity testing of each new dewatering well at the contract unit price for each well, which price shall constitute full compensation for construction of the wells, including but not limited to furnishing and installing all new dewatering well materials, drilling, geotechnical logging of representative samples, preparing and submitting all shop drawings, catalog data, and specified construction reports, outside laboratory testing of materials. Well materials include all materials described in this section and shown on the drawings, including crushed rock subbase and backfill, stainless steel well screen, PVC riser pipe, reinforced concrete manhole, 24-in. manhole frame and cover, well screen and riser pipe centralizers, bentonite chips, well filter, battery powered non-vented level transducers with onboard dataloggers, stainless steel suspension wire, 2-in. special locking PVC caps with eyes for suspending transducers, one battery-powered barometric transducer for the project with onboard datalogger, and all specified readout devices for transducers. As clarification, the contract unit price per well shall include a 2-hour constant rate specific capacity test on each new well and surveying the as-built well locations and elevations. 2. Measurement. Dewatering wells will be measured for payment by the number of completed wells. 3. Units of Measure. Each completed new well. C. Well TW2 72-Hour Pumping Test 1. Payment. Payment will be made for costs associated with well TW2 72-hour pump testing, which price shall constitute full compensation for labor,equipment,supervision,and energy to perform a satisfactory 72-hour pumping test as specified, including maintenance and monitoring piezometric water levels before, during, and after the 72-hour test and all flow measurements during the test. No payment will be made for a pump test not successfully completed. Successful completion shall be 72 aggregate hours of pumping well TW2. It is desired but not required that the test be continuous, but interruptions of the test for maintenance or trouble shooting will not require restarting the test,just extending the test so that 72 aggregate hours of pumping are completed. 2. Measurement. The pumping test will be measured for payment by completed 72-hour pumping test successfully performed on well TW2 as specified and as otherwise directed. Testing time will include pumping time only, not the time required to install and remove pump and discharge piping. 3. Units of Measure. Lump sum. DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-3 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 179 of 595 D. Pump and Discharge System Installation, Rental and Removal 1. Payment. Payment will be made as a lump sum for labor, supervision, and equipment rental associated with the installation, rental, and removal of the three temporary pumps, flow meters and valves, the discharge piping (or hose) laid on the existing ground surface to the discharge point shown on the drawings for the three wells, and all appurtenances. 2. Measurement. Pump and Discharge System Installation, Rental, and Removal will be measured for payment as one lump sum. 3. Units of Measure. Lump sum. E. Extended Pumping of the System 1. Payment. Payment will be made for the costs of labor, supervision, equipment, and energy required to operate, monitor, and maintain the three-well system around the clock, for each day as directed by the City's Representative. 2. Measurement. Extended Pumping of the System will be measured for payment by the number of 24-hour days of operation and monitoring of the well system, piezometers, and the Satellite Well. 3. Unit of Measure. Unit of measure will be one 24-hour day. F. Standby Rental of 3-Well Pumping System 1. Payment. Payment will be made for standby equipment rental for the actual standby time, with the understanding that the minimum standby rental will be one month. Payment shall include compensation for equipment rental and actual power costs incurred by Contractor during the standby period. 2. Measurement. Standby Rental of System will be measured for payment by the number of months of actual standby of the system. Partial months in excess of one month will be pro- rated to the nearest day. The City may increase or reduce the directed standby period by giving Contractor at least 7 calendar days'written notice. Standby rental will end 7 calendar days after the City provides written notice to contractor of the termination of the standby status. 3. Unit of Measure. Unit of measure will be one 30-day month. G. Transducers 1. Payment. Payment will be made for each transducer. The city will retain the transducers. 2. Measurement. Transducers will be measured for payment by the number of installed transducers. 3. Unit of Measure. Each installed transducer. 1.04 REFERENCES A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) NFPA 70 (2020) National Electrical Code AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) AASHTO M 306-10 (2015)Standard Specification for Drainage, Sewer, Utility,And Related Castings DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-4 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 180 of 595 ASTM INTERNATIONAL (ASTM) ASTM A312/A312M (2019) Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless-Steel Pipes ASTM A48/A48M (2003; R 2018) Standard Specification for Gray Iron Castings ASTM A536 (1984; R 2019)Standard Specification for Ductile Iron Castings ASTM 1398/1398M (2013, R 2019)Standard Specification for Copper-Silicon Alloy Rod, Bar, and Shapes ASTM C136 (2019) Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates ASTM D1586 (2018) Standard Test Method for Standard Penetration Test and Split-Barrel Sampling of Soils ASTM D2467 (2015) Standard Specification for Poly-Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 80 ASTM D2488 (2017) Description and Identification of Soils (Visual-Manual Procedure) ASTM F480 (2014) Thermoplastic Well Casing Pipe and Couplings Made in Standard Dimension Ratios (SDR), SCH 40 and SCH 80 ASTM D1784 (2020) Standard Specification for Rigid Poly-Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds 1.05 SUBMITTALS A. City Representative's approval is required for all submittals. All submittals are to be reviewed by the submitting contractor's quality control personnel, prior to submission to City's Representative, to ensure conformance to the design. The following shall be submitted in accordance with Section 01 33 10 SUBMITTAL. 01 33 10 SD-02 Shop Drawings Shop Drawings Dewatering Well Drilling; Dewatering Well Details; System discharge plan and details SD-03 Product Data Well Screen; Well Screen Bottom Plug; Well Riser Pipe; Couplings; Filter; Bentonite Chips; Grout (for seals); Temporary flow meter catalog data, manufacturer's recommended installation requirements, and recent(within 6 months) calibration data; DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-5 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 181 of 595 Temporary dewatering pumps, motors, and motor controls, electrical cable, and switches; Temporary discharge pipe, couplings, and pipe fittings; Centrifugal sand tester catalog data and manufacturer's instructions; Permanent level transducers, barometric pressure transducer, 2-in. piezometer caps, transducer readout devices, and calibration data sheets for all transducers SD-06 Test Reports Daily Logs of Work; Dewatering Well Boring Logs; Dewatering Well Development Report; Dewatering Well Pumping Test Report; Sanding Reports; Filter grain size analysis reports for material delivered to site; Manual flow and water level measurements made during specific capacity, 72-hour pumping test on well TW2, and extended pumping of 3-well system; Electronic (Excel)files and data reduction for level transducer and barometric data; SD-07 Certificates Driller's and Logger's qualifications and references; Proposed Substitutes and Alternates; 1.06 SHOP AND AS-BUILT DRAWINGS A. The Contractor shall submit shop drawings showing the dewatering wells, temporary pumps and discharge piping, flow meters, and pipe fittings, temporary electrical service, distribution cabling, pump motor control panels, proposed well completion details,transducer settings, and details for the new piezometer. As-built drawings shall be like the shop drawings but shall exclude the temporary electrical distribution, temporary pumps and discharge piping. Show details of the proposed methods for drilling, coupling well screen and riser sections together, placement of centralizers, installing the well screen and riser, installing piezometers in filter annulus, developing, pump testing, and limit(s)of backfilling (filter, bentonite seal, and placing/compacting backfill outside of reinforced concrete manhole). Show on the shop drawings the type of screen and size; slot size, shape and pattern; bottom plug material; and installation detail. The dewatering well details (riser pipe, well screen, well filter, bentonite-chip or grout seal, concrete manhole, excavating and backfilling details, manhole frames and lids, well guard for new piezometer, setting depths and top fittings for permanent level transducers, and temporary well and system discharge piping and fittings, including flow meters. Details of the various components (both temporary and permanent) shall also be shown on the shop drawings. Any Contractor-proposed substitutes or alternates in material construction details or methods shall be indicated on the submittal and detailed on the shop drawings. No phase of the work shall be initiated until all shop drawings concerning that activity have been approved. 1.07 LOGGER AND DRILLER QUALIFICATIONS A. The Contractor shall submit to City's Representative for review and approval within 10 days of Notice to Proceed, summaries of qualifications and work experience for the Logger and the Driller. Well drilling shall not proceed until the Driller's and Logger's qualifications and project experience have been approved by City's Representative. 1.08 REGULATORY REQUIREMENTS FOR DRILLING AND WELL INSTALLATION A. Drilling, backfilling and dewatering well installation shall be performed in accordance with Iowa state statutory and regulatory requirements. Waivers shall be obtained as required from state DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-6 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 182 of 595 and local agencies having jurisdiction to install and complete the wells as detailed on the drawings and as described in this specification. 1.09 WELL AND PIEZOMETER LOCATIONS A. Tentative dewatering well and piezometer locations shall be field staked by the Contractor approximately as shown on the drawings using existing survey monuments and features at the site. The final locations for drilling and/or excavating shall be adjusted as required to clear overhead and underground obstructions. The City's Representative will collaborate with the contractor in locating the wells and new piezometer in areas clear of both overhead and underground utilities and obstructions, but Contractor shall have the primary responsibility for utility clearance. 1.10 NEW DEWATERING WELL DESIGN A. The well numbers, locations, diameter and lengths of well screen and riser pipe, bentonite seals, grout seals, and the filter that is to be installed around the well screen are shown on the drawings and/or described in this specification section. Design depths and locations for the wells may be changed during construction by City's Representative based on actual conditions encountered. 1.11 DISPOSAL OF DRILLING SPOIL A. Unless directed otherwise, the Contractor shall dispose of all drilling spoil resulting from dewatering well and piezometer construction off-site unless permitted otherwise by City's Representative. Disposal activities shall comply with SECTION 01 57 00 —PROTECTION OF ENVIRONMENT. 1.12 PROJECT/SITE CONDITIONS A. Location. The approximate locations of the 3 dewatering wells and one piezometer are shown on the drawings. These locations shall be adjusted to clear underground and/or overhead obstructions. A tentative layout for temporary discharge piping laid on the ground surface to the discharge point is also shown on the drawings. Contractor shall coordinate the discharge locations with the City's Representative. B. Obstructions Encountered. If obstructions are encountered during well installation that, in the opinion of City's Representative, render it impracticable to complete the well to the directed depth using the specified drilling method, City's Representative may adjust the depth, provide alternate location, or direct abandonment of the well by backfilling with approved material by an approved procedure, and direct Contractor to construct another well at an adjacent site. If this is required, Contractor may request an equitable adjustment by submitting adequate supporting data. PART PRODUCTS 2.01 WELL SCREEN A. General. Well screen, screen interval, and riser pipe length shall be as shown on drawings. Materials for dewatering wells shall be of the type specified below and shall conform to the dimensions on the drawings or as specified in this section. Before installation, all well screen shall be inspected and approved by City's Representative. B. Stainless Steel Well Screen DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-7 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 183 of 595 1. General. The well screen shall be of the continuous slot, wire-wound design. It shall be fabricated by circumferentially wrapping a triangularly shaped wire around a circular array of internal rods. The wire configuration shall produce inlet slots with sharp outer edges, widening inwardly to minimize clogging. Each juncture between the horizontal wire and the vertical rods shall be fusion welded under water by the electrical resistance method. End fittings shall be welded to the screen body. The slot size shall be 0.070 inch with a tolerance of plus or minus 0.0005 inch. All wells shall have the screen lengths shown on the drawings. This length is a made-up length that includes weld rings or couplings or bottom plate at both ends of the screen. Collapse, column, and tensile strengths of the well screens shall be adequate to allow safe installation and vigorous development of the wells. Submit shop drawings for the well screen assemblies showing lengths and final elevations. 2. Materials. All pipes, rods, bars, wire, and fittings shall be stainless steel conforming to ASTM A312/A312M, Grade TP 304. 3. Well Screen Bottom Plate and Screen Top Coupling. The bottom plate for the well screen shall be Type 304 stainless steel at least 0.25 inches thick and shall be welded to the screen at the factory. The top of each well screen shall be fitted with a Schedule 40 or Sch 80 Type 316 stainless steel female ASTM F480-style flush-threaded coupling compatible with the F480 style flush-threaded Sch 80 PVC riser pipe above the screen. The flush joint fittings that join the well screen and riser pipe shall be compatible. The joints shall be designed and constructed to support the weight of the screen and/or pipe as it is lowered into the hole. 2.02 PVC RISER PIPE A. The new dewatering well riser pipe shall be Sch 80 PVC pipe with F480 flush threaded male by female ends. The pipe shall be manufactured using Type 1, Grade 1, PVC compound with a cell classification of 12454-B per ASTM D1784. Schedule 80 PVC Fittings shall meet ASTM D2467. All PVC pipe sections shall have a Viton O-ring on the male end. 2.03 WELL FILTER A. The particle size distribution of the filter shall be sampled and tested by the Contractor using at least the U.S. Standard Sieve sizes tabulated in Paragraph: FILTER. There shall be at least one particle size distribution test of the filter material used in each well. No later than 48 hours before being placed in the dewatering well, the particle size distribution of the filter from any given truckload shall be tested from a sample obtained from that truckload and the results supplied to City's Representative. If the filter is supplied in 2-ton or similar sacks, the sack from which the sample is obtained shall be clearly marked using the well number into which the contents of that bag will be placed. The filter material and its gradation shall be approved by City's Representative before it is placed in each well. The laboratory test procedure shall conform to that presented in ASTM C136 and shall include at least the sieve sizes listed in the gradational table for the filter in this specification. All points on individual grading curves obtained from representative samples of filter material shall lie between the boundary limits provided by City's Representative as defined by smooth curves drawn through the tabulated grading limits plotted on a mechanical analysis diagram. The individual grading curves within these limits shall not exhibit abrupt changes in slope denoting skip grading, scalping of certain sizes, or other irregularities, which would be detrimental to the proper functioning of the filter. DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-8 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 184 of 595 TABLE 2.03-1 GRADATIONAL SPECIFICATION —WELL FILTER U.S. Standard % Finer by Weight Sieve Size 4 100 6 92-100 8 75-100 10 30-90 12 0-15 16 0-8 200 0-5 Northern Filter Media's 1/8 in. x No. 16 sand will be acceptable under this specification provided testing of the as-delivered material shows that it meets the gradational requirements above. 2.04 DEWATERING WELL COMPLETIONS A. Concrete Manhole. Dimensions and details of the concrete manhole are shown in the drawings. Requirements for the concrete construction are contained in 03 30 00 - CAST-IN-PLACE (CIP) CONCRETE. Contractor may furnish and install precast concrete manholes if shop drawings are submitted to and approved by City's Representative. B. Manhole Frame and Lid. Furnish and install heavy duty manhole frame and watertight lid, Neenah R-1470-EB or equal with solid bolted and gasketed lid. Attach to concrete manhole with approved anchor bolts C. Well Numbering/Labeling. The well number/label shall be a weatherproof decal applied to the side of the manhole frame or bead welded to a stainless-steel plate skip-welded or glued to the manhole lid. The number plate shall be 1/4-inch thick, 5 inches wide, and 12 inches long. Numerals shall be 4 inches tall. The number format shall be DWn. 2.05 SEALS AND BACKFILL A. Seals. The seals above the well filter in the dewatering wells with drill hole diameters 24 in. or larger shall be Baroid Holeplug®or equal bentonite chips and shall be placed using a tremie pipe to prevent bridging. Seals in dewatering well and piezometer drill holes smaller than 24 in. diameter shall be tremied or pumped neat cement, bentonite-cement, or bentonite grout meeting the requirements of Paragraph 567-49.9(3) of the Iowa Administrative Code (IAC) 7/2/08, Chapter 49. Exact grout design and placement method shall be submitted to the City's Representative for approval at least four weeks before drilling begins on any well or piezometer that will require a grout seal. B. Final Backfill of Dewatering Wells. As shown on the drawings, the final backfill for the dewatering wells shall be moist native soil placed in 6-in. loose lifts and compacted using a compressed air or gas-powered mechanical tamper to the satisfaction of the City's Representative. The final backfill surface shall be sloped to drain to the surrounding ground surface. All disturbed areas shall be dressed smooth. 2.06 LEVEL AND BAROMETRIC TRANSDUCERS A. Furnish and install transducers (8 total, including 1 spare level transducer and a barometric transducer)for the three dewatering wells, the existing piezometer B1/P1, the Satellite Well, the new piezometer P2, and a barometric transducer as follows: DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-9 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 185 of 595 1. Solinst Level Logger Edge Model 3001, non-vented, 0.05% full range accuracy, 15 m maximum submergence, 3-year guarantee. See: https://www.solinst.com/products/data/datalogger-comparison.pdf). Furnish one spare Model 3001 transducer. 2. Each level transducer shall be deployed in piezometer B1/P1 on 60 ft of direct-read non- vented cable attached to an eye in the Solinst 3001 well cap assembly. 3. For programming and reading the transducers, furnish: • One optical reader [Levelogger Direct Read to Optical Adaptor(pt#112123), • One Solinst 3001 Solinst DataGrabber, • One 3001 /3250 PC Interface Cable (USB)for Levelogger, and • One 3001 /3500 App Interface for the Levelogger. 4. One Solinst Barologger 3001 shall be furnished and deployed on a 5-ft long direct-read cable to record the barometric pressures for converting absolute pressure to gauge pressure for the level transducers. 5. All piezometers (6 total) shall be fitted with 2-in. iron pipe size Solinst 3001 locking well caps. Keyed-alike padlocks with 3/8-in. dia. shackles shall be furnished and installed with the caps. 6. Submit manufacturer's calibration sheets for every transducer furnished. PART 3 EXECUTION 3.01 DEWATERING WELL AND PIEZOMETER DRILLING, SAMPLING, AND INSTALLATION A. General. Wells shall be drilled by the bucket auger or other approved drilling method in such a manner to ensure proper placement and plumbness and alignment of the well screen, riser pipe, piezometer standpipe and screen, filter, and annular seals (bentonite chips for drill holes at least 24 in. in diameter, or grout for drill holes smaller than 24 in. in diameter). Drilling and installation of well screen and filter shall be completed for each well without interruption. Uncontaminated drilling spoil shall be disposed of offsite at Contractor's expense unless onsite disposal is authorized by City's Representative. Piezometers shall be drilled using 4.25-in minimum ID hollow stem augers with water or polymer drilling fluid to counteract hydrostatic blow-in or using the direct rotary drilling method to drill a 6-in. minimum diameter hole using a guar gum or equivalent drilling fluid. The use of bentonite as a drilling fluid is prohibited. B. Bucket Auger or Other Approved Drilling Method. The diameter of the completed hole shall be at least 24 inches as shown on the drawings. The use of bentonitic drilling fluids is prohibited. All wells shall be drilled using the flooded-hole bucket auger method or another drilling method submitted to and approved by the City's Representative. The fluid level inside the drill hole shall be maintained at least 8 feet above the piezometric groundwater level to maintain hole stability at all times during drilling and installation of the well. No drilling shall be started if the piezometric level is higher than 10 feet below the ground surface at the well location. C. Temporary Steel Casing. The temporary steel casing shall have an inside diameter large enough to provide the minimum filter thickness around the well screen and riser pipe and shall have sufficient wall thickness to retain its shape and maintain a true section throughout its depth. It shall extend from the ground surface to at least 2 ft below the planned top of the filter. Securely anchor the casing to the drill rig or ground surface until it is removed. Methods of installation that will create a cavity outside the drill casing are prohibited. In the event the casing should become unduly distorted or bent, it shall be replaced with a suitable casing. The temporary casing shall remain in place until after specific capacity pump testing and placement of filter are completed, then extracted as the annular seal is placed. Temporary casing for piezometers shall be at least 6-in. inside diameter and shall extend to at least the top of the filter as shown on the drawings. D. Sampling and Logging During Drilling, Laboratory Testing of Granular (Sand) Samples. Representative samples of the materials drilled shall be collected from the drilling bucket at 5-ft DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-10 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 186 of 595 vertical intervals or at strata changes, placed in Ziploc or equal heavy duty 1-gallon freezer bags and classified/described in the field accordance with the Unified Soil Classification System as described in ASTM D2488. The LOGGER shall keep accurate hand-written (paper) logs and records of all work accomplished under this contract. Separate logs shall be made for each hole. Sampling for piezometers shall be in accordance with ASTM D1586 at the same depth intervals as the wells All drill logs shall comply with the following requirements: 1. Logs shall be prepared in the field, as borings are drilled, by a qualified, experienced geotechnical technician, geologist, or geotechnical engineer. All samples shall be visually and manually described by the logger in accordance with ASTM D2487. Each log shall be signed by the preparer. 2. All log entries shall be printed. Photo reproductions shall be clear and legible. Illegible or incomplete logs will not be accepted. One legible copy of each field log shall be completed and sent to City's Representative within 24 hours of completion of drilling each well. 3. Borehole and sample depths shall be measured by DRILLER or LOGGER to within an accuracy of±0.1 foot. 4. Boring logs shall be prepared using the USACE ENG 1836 Drilling Log. Fillable log forms may be downloaded at https://www.publications.usace.army.mil/USACE- Publications/Engineer-Forms/u43543g/31383336/ . Because the USACE fillable forms are known to be difficult to use electronically, paper copies of these forms shall be used and completed in the field by entering information in sections 23.a through f on the first sheet and sections 5.a through f on the continuation sheet by hand. 5. All relevant information blanks in the log heading and log body shall be completed. If surveyed horizontal control is not available at the time of drilling, location sketches referenced by measured distances from at least two permanent nearby surface features shall be prepared by LOGGER and either shown on each log or attached to each log as the last log sheet. 6. All material types encountered shall be described in column c of the log form. (Material types shall be entered based on LOGGER's examination of each sample and indirectly interpolated using LOGGER's judgment, drill cuttings, drill action, etc., in the intervals between sampling.) 7. Unconsolidated soils shall be described as outlined below and in the following order: a. USCS symbol and detailed soil description in accordance with ASTM D2488 b. Consistency of cohesive soils or estimated density of cohesionless soils C. Moisture content assessment, e.g., moist, wet, saturated, etc. d. Color e. Other descriptive features (bedding characteristics, organic materials, macrostructure of fine-grained soils e.g., root holes, fractures, etc.) 8. Stratigraphic/lithologic changes shall be indicated in column c using a solid horizontal line at the appropriate scale depth on the log which corresponds to measured borehole depths at which the changes occur, measured and recorded to the nearest one-tenth of a foot. Gradational transitions, changes identified from cuttings or methods other than direct sample examination and measurement shall be identified by a horizontal dashed line at the appropriate scale depth based on the LOGGER's best judgment. 9. Logs shall clearly show the depth intervals from which all samples are obtained in columns e and f. 10. Logs shall identify the date, time, and depth at which water is first encountered, the date, time, and depth to water at the completion of drilling, and the date, time, and stabilized depth to water. The absence of water in borings shall be indicated as either "dry" or "no free water encountered". 11. Logs shall show borehole depths at which drilling methods change. 12. Logs shall show total depth of penetration and sampling. The bottom of the hole shall be clearly identified on the log with the notation "Bottom of Drill Hole." DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-11 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 187 of 595 13. Logs shall identify any drilling fluid losses including depths at which they occur, rate of loss and total volume lost. 14. Logs shall show drilling fluids used including, as appropriate: a. Source of make-up water b. Drilling fluid additives by brand, product name and mixture proportions 15. Logs shall show depths and types of the temporary casing used. 16. Logs shall identify the depth intervals of hole instability. 17. Intervals of soil sampling attempts shall be shown in column e, including depths from which attempts were made and length of sample recovered from each attempt. 18. Any special drilling or sampling problems shall be reported by DRILLER to LOGGER and recorded on logs, including descriptions of how problems were resolved. Samples shall be placed in one or more new 5-gallon plastic buckets with sealable lids, labeled, and submitted to the City's Representative for examination and laboratory testing assignments. After receiving testing assignments from City's Representative, submit samples to qualified approved laboratory for gradation testing. For bidding purposes, assume that all samples collected will be tested for gradation in accordance with ASTM C136. LOGGER may use the following USACE forms. Regardless of the forms that are used, sample tags shall include all information shown on the following USACE labels and tags: Sample Labels: https://www.publications.usace.army.mil/Portals/76/Publications/EngineerForms/ENG FORM 1742.pdf?ver=2013-09-08-231248-890 Sample Tags: https://www.publications.usace.armV.mil/Portals/76/Publications/EngineerForms/ENG FORM 1743.pdf?ver=2013-09-08-231133-847 E. Obstructions Encountered. If obstructions are encountered which, in the opinion of City's Representative, render it impracticable to complete the well to the directed depth, City's Representative may adjust the depth to conform to that of the obstruction. Alternatively, City's Representative may direct the Contractor to abandon the well and construct another well at an adjacent site. The Contractor shall provide and use drills and equipment that are capable of drilling through in-situ logs within the alluvium and capable of removing boulders and cobbles up to 10 inches in diameter. The presence of boulders and cobbles up to 10 inches in diameter or in-situ wood that may be encountered during drilling, shall not be considered as obstructions or reason for abandonment of a well. Where obstructions are encountered, drilling shall be continued unless it is demonstrated to City's Representative that further efforts to advance the drill hole are impracticable. F. Temporary Drilling Pads and Crushed Gravel or Stone Beneath Well Manholes. The Contractor shall construct any necessary drilling pads to the minimum dimensions needed to perform the work in a safe manner. Material used in the construction of the pads and as a foundation for well manholes shown on the drawings shall consist of crushed stone or crushed gravel meeting the gradational requirements of Table 3.01-1 or another material with a similar gradation approved by City's Representative. DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-12 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 188 of 595 TABLE 3.01-1 GRADATIONAL SPECIFICATION —GRANULAR SUBBASE Percent Finer by Weight IADOT Sect. 4121 (Crushed IADOT Sect. 4121 (Crushed Sieve U.S. sieve Stone) Gravel 1-1/2" 100 100 '/2" 40-80 50-80 No. 8 5-25 10-30 No. 50 -- 5-15 No. 200 0-6 3-7 Construction of temporary drilling pads shall be incidental to the work to be performed for this project. Drilling pad materials shall be removed after the completion of the work and disposed of offsite, or onsite as directed if allowed and confirmed in writing by City's Representative, all at no additional cost to the City. 3.02 INSTALLATION OF RISER PIPE, SCREEN, AND FILTER A. Assembly. All riser pipe and screen shall be in good condition before installation and all couplings and other accessory parts shall be securely fastened in place. The successive lengths of pipe shall be arranged to provide accurate placement of the screen sections in the bore hole. Centralizers shall be attached to the assembled riser pipe and screen in such numbers and of a type that they will satisfactorily center the riser pipe and screen in the drill hole and will hold it securely in position while the filter and seals are being placed. B. Joints. Sections of dewatering well pipe and screen shall be joined together with ASTM F480 style flush couplings as specified in paragraphs WELL SCREEN and RISER PIPE. Joints shall be designed and constructed to have adequate strength to support the weight of the well assembly as it is being lowered into place in the well and, if necessary, in order to partially extract it if it settles more than 6 inches during extraction of the surface casing. C. Installation. The assembled riser pipe and screen shall be placed in the drill hole in such a manner as to avoid jarring impacts and to ensure that the assembly is centered and not damaged or disconnected. The screen shall be suspended in the hole and shall not rest on the bottom of the hole. A PVC or metal cap shall be slipped over the top of the riser pipe to prevent well filter or other foreign material from entering the well.After the screen and riser pipe have been placed, well filter shall be placed around the screen section as specified (i.e., by pouring it in a slow steady stream into the annulus between the surface casing and the riser pipe, aided by heavily chlorinated water from a 3/4-inch diameter hose.) The top of the riser pipe shall be held at the designated elevation during placement of the well filter. After the filter is placed to or above the planned grade, If the top of the riser pipe settles by 6 inches or less due to the vibration, no adjustment of the well elevation is necessary. If the riser settlement is more than 6 inches, the well riser shall be carefully pulled upward using matched nylon or polyester rope chokers or equivalent rigging until the net settlement is not more than 6 inches. The elevation of the top of the well riser pipe shall be measured again after the casing extraction and pulled upward if the net settlement is more than 6 inches. If the top of the well rises by more than 6 inches during casing extraction, the City's Representative will direct further measures to adjust the well elevation. Additional well filter shall be added to the annulus between the riser pipe and the surface casing if necessary after the partial extraction of the surface casing. D. Plumbness and Alignment 1. Alignment. Each well shall be installed and maintained straight and plumb before and during placement of filter and development of the well. Immediately before and after placing the filter and with the top of the well fastened securely in a vertical and horizontal position, DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-13 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 189 of 595 the Contractor shall perform alignment tests. This test shall consist of lowering a pipe 20 feet in length with an outside diameter 1/2 inch smaller than the inside diameter of the well to the full depth of the well and withdrawing it without binding against the sides of the well screen or riser pipe. Perform the alignment checks and plumbness checks in the presence of City's Representative. If the well fails to conform to the standards described above, the alignment of the well shall be corrected by the Contractor at no additional expense to the City. 2. Plumbness Test. After completion of each alignment test, the Contractor shall perform a plumbness test before placement of additional well filter. This test will consist of checking plumbness using a 4-ft carpenter's level on a temporary extension of the riser pipe above the ground surface. A variation of 6 inches per 100 feet will be permitted in the combined length of screen and riser pipe in the well. If the well fails to conform to the standard described above, the plumbness of the well shall be corrected by the Contractor at no additional expense to the City. In addition, at least one plumbness check and one alignment check shall be performed on each well after placement of the well filter and seal material. Additional tests may be made during the performance of the work at the option of the Contractor. If the well fails to conform to the standards described above, the well will be abandoned due to the fault of the Contractor and a new well installed at no additional expense to the City. 3.03 WELL FILTER PLACEMENT A. General. After the screen and riser pipe have been placed and the alignment check is conducted, the Contractor shall place the remainder of the filter by pouring it in a slow, steady stream into the annulus between the surface casing and the screen and riser pipe, aided if necessary with potable water pumped or drained from a supply tank through a 3/4-in. diameter hose. The well filter shall be disinfected during placement by the addition of 70% hypochlorite to the filter in the proportion of 2 pounds per ton or by mixing 73% calcium hypochlorite (granular) with water in a supply tank of known volume in accordance with the recommendations of the chemical manufacturer sufficient to achieve a concentration equivalent to 2 pounds per ton of well filter. B. Procedure. 1. Well Filter. The well filter shall have a thickness of at least 3 inches between the outside of the well screen and the outside of the filter and shall be placed above the top of the well screen to a level at least 2 feet above the top of the screen but not higher than the elevation shown on the drawings. The filter shall be placed in a slow steady stream uniformly around the screen and riser pipe. The top of the riser pipe shall be temporarily covered with a slip cap to prevent filter from entering the well during placement. In piezometers, the well filter annular thickness shall be at least 1.5 in. and the filter shall be placed by the tremie method to prevent bridging. 2. Temporary Casing. The filter shall be placed in increments; the temporary casing shall be raised in small increments approximately equal to the increments of the filter placed,except that at no time prior to the completion of placement of the filter shall the bottom of the casing be less than 1 foot below the top of the filter in the hole. The Contractor shall provide a means of measuring the filter depth in the hole. After pump testing, the alternate placing of filter and withdrawing of the temporary casing shall be continued until the filter has been placed to the level shown on the drawings. Then the bentonite chip or grout seal shall be placed in increments as the temporary casing is withdrawn. 3. Prior to Development. During development of the well, the top of the filter shall be maintained at the level specified. Material that may have entered the well screen and riser pipe shall be removed by pumping, bailing, or airlifting before development of the well is commenced. Construction of the dewatering well manhole shall not commence until the DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-14 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 190 of 595 development and specific capacity pump testing of the well are completed and the filter has been placed to the elevation shown on the drawings. 3.04 DEVELOPMENT A. General. Following placement of filter, the Contractor shall develop the dewatering well by pump surging and/or airlift pumping. At the time of development, the well shall be free of drawdown or surging effects due to pump testing, developing, or drilling at another location. The Contractor shall be responsible for maintaining the needed access and work areas at the dewatering well and the necessary clearance in the dewatering well to accomplish development. The Contractor shall furnish, install or construct the necessary discharge line and troughs to conduct and dispose of the discharge sufficiently away from the work areas to prevent damage and contamination of the dewatering wells. Development shall be conducted to achieve a stable well of maximum efficiency and shall be continued until little or no material from the foundation or filter enters the well by pumping. As development proceeds, filter shall be added to the annular space around the screen to maintain the top elevation of the filter at the specified elevation. The Contractor shall provide a 3/4 to 1-inch IPS PVC pipe in the well and a battery-operated water level tape for accurately measuring the water level in the well under all conditions. If at any time during the development process it becomes apparent, in the opinion of City's Representative, that the well may be damaged, operations shall be immediately stopped. City's Representative may require a change in method if the Contractor's method does not accomplish the desired results. If after initial 2 hours of development, a well continues to produce excessive sand, City's Representative may order the Contractor to abandon the well as specified in paragraph 3.7. All materials pulled into the well by the development process shall be removed prior to performing the specific capacity pumping test. Piezometers may be developed by pumping, airlifting, or bailing and if a piezometer produces a clear flow of at least 1 gpm, it will be considered to have been adequately developed. B. Airlift Pumping. The well development shall be accomplished by airlift pumping. Sizing of the eductor pipe, air hose, and air compressor shall be adequate to efficiently pump the well at a rate of at least 200 gpm. Development shall continue until the sand content of the discharge from the well averages no more than 5 parts per million (ppm) by volume of sand in the discharge water for the last one hour of a 2-hour duration specific capacity test when pumping at a constant rate of at least 200 gpm. 3.05 BACKFILLING A. The annular space above the filter shall be backfilled by extending the filter a minimum of 2 feet above the top of the screen but not higher than the elevation(s) shown on the drawings. After development and pump testing, add filter (if required) to 2 feet minimum above the top of the screen and seal the remainder of the space up to within 3 feet of the ground surface with bentonite chips or pellets or Portland cement grout meeting the requirements of the Iowa Department of Natural Resources. The surface casing shall be withdrawn in increments as the seal backfill is placed. 3.06 PUMPING TESTS, EXTENDED PUMPING, PUMP REMOVAL, AND WELL COMPLETIONS A. General. The Contractor shall perform a 2-hour, 500-gpm specific capacity pumping tests on each well to evaluate whether each new well has been adequately developed and to provide a baseline specific capacity for comparison with similar tests in the future. Prior to the specific capacity test the Contractor shall verify that ground water levels are at least 10 ft above the top of the well screen. If ground water levels are lower than 10 ft above the top of the well screen, no pump test shall be performed unless the City's Representative authorizes the test to be performed at a flow rate less than 500 gpm that will not expose the screen. Sand content measurements shall be taken at equal 15-minute intervals to permit plotting sand content as a function of time and discharge and determination of average sand content for each cycle. DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-15 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 191 of 595 Contractor shall calculate sand content in accordance with instructions provided by Roscoe Moss Company, the manufacturer of the sand sampler (see https://roscoemoss.com/wp- content/uploads/techmemos/TechMemo005-7RossumTester_000.pdf2). The flow through the sand sampler shall be carefully measured and regulated for every pumping test, in addition to sand volumes accumulating in the graduated tube below the tester. After completion of the test, the depth of the well shall be measured, by means of an approved method, witnessed by the City's Representative. B. Equipment 1. Pumps, Valves, and Discharge Piping or Hose. The Contractor shall furnish and install three deep-well submersible pumps3 capable of pumping at least 500 gpm to the discharge point on the drawings. The Contractor shall provide, as incidental to the work,the electrical power service, electrical energy, pump controls, and the temporary cabling. The temporary electric service shall be decommissioned or removed at the conclusion of work on this contract as specified in Section 01 50 00. Each well shall have a butterfly or other type of valve to throttle the discharge to prevent the pump from breaking suction. Temporary discharge piping or hose shall be furnished and installed to convey the discharge to the discharge point shown on the drawings. Check valves shall be provided as required if more than one well pump is connected to one discharge pipe or hose. 2. Water Level Measurements. The Contractor shall accurately measure the water levels in wells and piezometers with an electric water level sounding device or chalked tape in each well to within 0.01 foot before and during the specific capacity pumping tests. 3. Flow Meter. The Contractor shall furnish and install new or recently (i.e., in 2020)factory calibrated flow meters of standard design for measuring the discharge from each well during the specific capacity pumping test and all subsequent pumping. The meter shall be installed in strict accordance with the manufacturer's recommendations. The meter shall be accurate to within 1%of the measured flow. The meters shall be installed in accordance with the meter manufacturer's instructions. 4. Rossum Sand Tester. The Contractor shall furnish and use Rossum centrifugal sand testers and appurtenant piping and valving for accurate determination of the discharge sand content. Contractor shall periodically measure and record the flow through the tester for every sand content test. C. Manual Data Collection and Quality Control Procedures for Barometric and Level Transducer Installations 1. Manual Data Collection. The following test data shall be obtained and recorded by the Contractor on an approved form. The form shall include the well number, ground surface elevation, reference elevation and description for depth measurements, and location referenced by at least two distances to existing permanent features. a. Time of water level measurement. b. Depth of water in well before, during, and after pumping. The time intervals for measuring the water levels shall be every minute for the first five minutes, then at 5- minute intervals to 30 minutes, then at 15-minute intervals thereafter for the duration of the specific capacity pumping tests. C. Instantaneous flow in gpm and flow meter totalizer reading in gallons for each time interval. 2 The Rossum centrifugal sand tester measures sand content in terms of the sand volume recovered divided by the sampling flowrate times the duration of the sampling (volume/volume), a dimensionless value that is usually expressed as parts per million (ppm) by volume. 3 The pumps, as well as the discharge piping and all appurtenances are the property of the contractor and shall be removed from the site after the completion of the pump testing, extended pumping, and standby work specified herein. DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-16 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 192 of 595 d. Elevation of water in well before pumping, during pumping, and immediately before the end of pumping (to 0.01 ft.). e. Elevation of water in the four closest existing wells within 400 ft or piezometers before, during pumping, and immediately before the end of pumping (to 0.01 ft.). f. The depth of sand, if any, in the bottom of the tested well before, during, and after pumping. g. Sand content of discharge in ppm by volume and time of measurement/pumping. Each sand content shall be calculated based on two sand volume measurements. The flow through the tester shall be measured and reported for every sand test. The Contractor shall furnish a copy of the completed handwritten field measurements and digital (Excel format) test report with Sanding Reports (form to be submitted for approval by the Contractor) within 2 working days (M-F, except holidays) after completion of the test. 2. Quality Control Procedures for Barometric and Level Transducer Installations. Perform measurements and testing described as follows to verify functionality and/or accuracy of level transducers and Barologger®as installed. a. Obtain one complete set of manual water level measurements from the tops of the piezometers in which transducers are installed to the nearest 0.01 ft using a chalked steel tape, record all data with times and dates, and calculate water elevations based on surveyed top-of-riser elevations. b. After these measurements, upload data recorded (dates, times, temperature in degrees F, and water pressures). Upload data from the Barologger®. C. Calculate water elevations based on the transducer and Barologger data at the same times that the manual measurements were collected, and tabulate both sets of elevations in a spreadsheet to compare them. The calculated elevations from the manual measurements should either match the calculated elevations based on transducer/Barologger pressures converted to water heads within the accuracy of the instruments (±0.05% of full range of transducers +0.05% of the Barologger full scale) d. If the comparison shows that the calculated elevations by the two methods are consistently off in one direction, adjust the transducer data reduction calculation by adding or subtracting a constant vertical distance for each piezometer that will bring the two calculated elevations into agreement with each other. e. At least one day after the initial set of readings, make another complete set of chalked-tape measurements, upload data from the transducers and Barologger, and calculate a new set of water elevations for comparison using the same revised length (offset) factors for the transducer settings. If the calculated elevations are all within the accuracy range of the instruments, the instrument installation will be considered acceptable. D. Procedures 1. Specific Capacity Pump Testing. The specific capacity and sand infiltration tests shall be witnessed by City's Representative. Each well shall be individually pumped at a constant rate of 500 gpm or the flow that produces 15 feet of drawdown in the well,whichever occurs first. No test pumping will be permitted concurrently with drilling or pumping of any other well within a radius of 200 feet. If the test is interrupted, other than by order of City's Representative, prior to 2 hours of continuous pumping, the water level in the well shall be allowed to recover to the original static level and the test shall be re-run at no additional expense to the City. DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-17 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 193 of 595 Measurements and Records The Contractor shall obtain and furnish to City's Representative for record purposes the elevation of the water levels in each well to the nearest 0.01 ft. before, during, and after the specific capacity test on each well, the flow in gpm during the pump test, flow meter totalizer readings obtained concurrently with all manual depth-to-water measurements,and the date/time of each observation. The well water surface elevation shall be gauged immediately before starting the pump and the water depth and totalizer readings shall be measured at the required time intervals during the test and just before stopping the pump upon completion of the test. In addition, measure depth to water in all other existing wells and in the two piezometers closest to Clarifier 3 immediately before the test commences and just before the test is completed These data shall be recorded along with clock times of the measurements on an approved form. The Contractor shall furnish a copy of the original handwritten field form and digital (Excel format) pumping test data files within 5 working days (M-F, except holidays) after the completion of each specific capacity test. During each specific capacity test, measure depth to water in pumped well and record instantaneous flow in gpm and flow meter totalizer readings at the following approximate elapsed pumping times; 1, 2, 5, 10, 15, 30, 45, 60, 75, 90, 105, and 120 minutes. If a level transducer programmed to read once per minute is installed before the specific capacity test is performed, only a few manual depth measurements will be required during the test, if approved orally by the City's Representative. Flow meter totalizer readings shall be obtained at the indicated schedule, however, and the exact clock time or elapsed pumping time for each totalizer reading shall be recorded. A Rossum sand tester shall be installed at a tap in the discharge pipe in an area of turbulent flow(e.g., at the pump discharge elbow or tee at the top of the well).Adjust the flow through the tester to 0.50 gpm as measured by timing the filling of a 1-quart or similar container of known volume. Record all data for this flow measurement. Read the volume of sand collected in the graduated glass tube at 15-minute intervals throughout the 2-hour test. If the tube becomes filled with sand, empty it and record the time of the new zero reading and record sand volumes at 15-minute intervals following the new zero time). Calculate the sand content in the discharge in parts per million by volume in accordance with the tester instructions. 2. Temporary Discharge Lines. The Contractor shall design, furnish, and install the necessary discharge lines to conduct the well discharge to the discharge point shown on the drawings. The Contractor shall coordinate with City's Representative to locate the discharge line so that it does not disrupt traffic or interfere with plant operations. If it is necessary for the discharge to cross a road, Contractor shall furnish and install a temporary road crossing and safety barricades to the satisfaction of the City's Representative that will permit traffic to cross it safely. All discharge piping or hose shall be watertight. 3. Persistent Excessive Sand Infiltration. In the event that sand or other material infiltrates into a well during the specific capacity pumping test, the following procedure shall be followed: If the rate of sand infiltration during the latter part of the 2-hour specific capacity pumping test has not been reduced to 5 ppm or less, the well shall be resurged by manipulation of the submersible pump for 20 minutes, after which the test pumping shall be resumed and shall be continued at the constant rate specified above until the sand infiltration rate is reduced to 5 ppm, but not for more than a total of 8 hours. A 100-gram minimum representative sample of the sand shall be collected and furnished to City's Representative for grain size testing by a materials laboratory designated by City's Representative. 4. Abandonment of Well. If, at the end of 8 hours of pumping, the rate of infiltration of sand into a well is more than 5 ppm, that well shall be abandoned, except that the Contractor may elect to continue the test pumping and perform such other approved remedial work considered desirable, all at the Contractor's own expense. If, after such additional test pumping and other remedial measures, the sand infiltration rate of a well is reduced to 5 DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-18 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 194 of 595 ppm or less, the well will be accepted. Unacceptable wells shall be abandoned and a new well shall be installed nearby at a location directed by City's Representative at no additional cost, unless analysis of the grain size of the sand by City's Representative indicates that the filter gradation is incompatible with the sand formation using current Federal filter criteria published by the US Army Corps of Engineers for steady flow applications. E. 72-hour TW2 Pump Testing. In addition to the 2-hour specific capacity testing described above for individual wells, the Contractor shall perform a 72-hour pumping test on well TW-2. Such additional testing shall conform in general to the requirements specified above. The test, to be successful, shall have an aggregate duration of 72 hours. While it is preferred that the test be uninterrupted, reasonable interruptions for maintenance and troubleshooting will be acceptable, but the actual total pumping time shall be at least 72 hours. In addition to the measurements and record-keeping required of the Contractor, Contractor shall upload all data collected by the transducers during the 72-hour system pumping test and extensions of pumping, reduce the data to water level elevations based on as-built survey data, compare all elevations calculated from transducer data to manual water level measurements obtained, and plot all water elevation data, including manual measurements, as semi-logarithmic time series using Microsoft Excel®. All digital files shall be submitted to City's Representative after quality checking by Contractor, who shall certify that quality checking of every file has been performed. F. Extended Pumping of All Three Wells and Monitoring. Upon completion of the 72-hour pumping test on well TW2 and a subsequent recovery period of at least 24 hours, the Contractor shall pump, monitor, and maintain all three wells simultaneously for a minimum of 24 hours or as directed by the City's Representative, as specified herein. During the extended pumping, the contractor shall continue to monitor and maintain the 3-well pumping system, making measurements of flow (i.e., recording flow meter totalizer readings and water levels manually in piezometers, wells, and the Satellite Well every 2 hours during the first 8 hours, and every 8 hours thereafter). If pumps break suction, throttle them such that the pumping water levels are always above the tops of the well screens (currently estimated to be EI. 805). If there is an interruption in pumping for any reason during the night, the extended pumping may be restarted after performing required maintenance the next morning. The total actual pumping time shall be at least 24 hours or as directed by City's representative. G. Pump Removal, Well Completions, Piezometer Well Guard, and Surveying. After all pumping, including the standby period directed by the City, is completed, remove all temporary pumping equipment and discharge lines, and construct the well completions if not constructed previously. The well completions shall consist of concrete manholes constructed as shown on the drawings and as specified herein. After the manholes are completed, Contractor shall survey the wells, well piezometers, manholes, and the new piezometer well guard and riser pipes for top elevation within 0.01 ft, ground elevation within 0.1 ft, and horizontal location within 0.1 ft. 3.07 FINAL WELL BORING LOGS AND STATE WELL REGISTRATION FORMS A. Submit final dewatering well boring logs for each dewatering well. Register each new well with the state as required by Iowa well regulations. Also submit a report of the well installation to the appropriate public agency and in the form required by state statutory and/or regulatory requirements; a copy of well report, and any correspondence to/from the state/regulatory agency shall be provided to City's Representative. 3.08 REPORTS A. Include the following in the reports for each dewatering well and piezometer: laboratory grain size distribution data and semilogarithmic grain size curves for samples from well and piezometer drilling, log of each boring, elevations of the piezometers and well screens, top of piezometer and well riser pipes, top and bottom of well, depth below top of piezometer riser pipe and elevation of DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-19 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 195 of 595 tip of level transducer, make, model, and serial number of transducer, calibration data for each transducer, filter gradation, quantity of filter added during development and pump testing, sand content test data and calculations, and bentonite seal quantity placed. The elevation changes between materials on these logs shall be shown to the nearest 0.1 foot. The log of backfill material shall include all observations pertaining to the installation and development of the dewatering well. The specific capacity pump test report shall include the duration of each test and rate of flow in gpm, and the drawdown response data with elapsed pumping time in the pumped well, in adjacent wells, and in nearby piezometers. The field dewatering well log and the manual and digital specific capacity pump test data, the data collected for the 72-hour pump test on TW2, and the extended pumping data shall be submitted to City's Representative within 5 working days (or 1 calendar week)after the completion of each pumping test and the extended system pumping. B. Flood Contingency Plan 1. The contractor is responsible for monitoring river stages and forecasts. Contractor contact is to be determined when the contract has been awarded. City contact is Brian Bowman (319)292-4553. 2. Contractor shall submit a Flood Contingency Plan, with the information requested below, for approval prior to beginning work on the project. At a minimum, the contractor shall provide: i. Contact names and 24-hour phone numbers. ii. Anticipated dates for work items that are covered under this plan. iii. Equipment make and model that will be kept on-site for emergency backfill of excavations. iv. Contractor plan of action with employee responsibilities during an emergency flood event. 3. Official river stages and forecasts for the contractor are the Cedar River gage at Waterloo (National Weather Service number AL014). Seven-day forecasts for this gage are available at the following website: http://water.weather.gov/ahps2/hydrograph.php?wfo=dmx&gage=aloi4 The gage elevation of 0 corresponds to elevation 824.14 NGVD. 4. Historical Data can be found at https://waterdata.usgs.gov/nwis/uv?site no=05464000 ** * END OF SECTION DEWATERING WELLS, PIEZOMETERS, CONTRACT NO. 1032 33 26 00-20 of 20 AND PUMPING TESTS Final Clarifier No.3 Dewatering Wells AECOM#60558763 Page 196 of 595 GENERAL SPECIFICATIONS FOR CONSTRUCTION CITY OF WATERLOO, IOWA Department of Engineering SECTION A- Definitions of Terms SECTION B -Scope of Work SECTION C -Control of Materials and Work SECTION D - Procedure and Progress SECTION E - Measurements and Payments SECTION F - Legal Relations and Responsibility SECTION A - DEFINITIONS OF TERMS 1. CITY. The City of Waterloo, Iowa, which is the Party of the First Part of the accompanying contract, acting through its authorized representative. 2. COUNCIL. The duly elected Council of the City of Waterloo, Iowa. 3. ENGINEER. The City Engineer of Waterloo, Iowa, or his authorized representative. 4. INSPECTOR. The authorized representative of the Engineer assigned to the detailed inspection of the work or materials therefor and to such other duties as may be delegated to him in these specifications. 5. CONTRACTOR. The Party of the Second Part in the accompanying contract for the improvement covered by these specifications, or his/her authorized representative. 6. SUBCONTRACTOR. Any person, firm, or corporation who has, with the approval of the Council, contracted with the Contractor to execute and perform in his/her stead all or any part of the contract. 7. BIDDER. Any individual, firm, or corporation submitting a proposal for all or a part of the work provided for in these specifications. 8. PROPOSAL GUARANTEE. The security designed in the Notice of Bidders or Proposal to be furnished by the bidder as a guarantee of good faith to enter into a contract and furnish an acceptable bond for the work contemplated if it be awarded him/her. 9. SURETY. The corporate body bound with and for the Contractor for the acceptable performance of the contract. 10. PROPOSAL. The written Proposal, submitted by the bidder in the prescribed manner and on the standard form, for the improvements covered by these specifications. 11. SPECIFICATIONS. The documents that set forth the manner in which the proposed work is to be accomplished which have been prepared by the Engineer and approved by the City Council, official copies of which are now on file with the City Clerk. 12. SPECIAL PROVISIONS. Clauses or memoranda not contained herein, applying to the contract of which these specifications are a part, which change or supplement these specifications. 13. CONTRACT. The agreement entered into between the City and the Contractor, setting forth the terms under which the work covered by the plans and specifications is to be performed. The contract includes all conditions, definitions, and instructions set forth in the official publications relating to GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 197 of 595 the work, the official contract and specifications, the Proposal, official plans, and all supplemental agreements entered into by the parties to the contract. 14. NOTICE TO BIDDERS. The notice called attention of bidders to the time and place for receiving bids, containing a brief description of the work, and briefly setting forth the requirements and conditions for submission of Proposals. 15. INSTRUCTIONS TO BIDDERS. The clauses setting forth in detail the information relative to the proposed work and requirements for the submission of Proposals. 16. PLANS. The plans for the improvement covered by the specifications and approved by the Council, official copies of which are on file with the City Clerk. 17. CONTRACT BOND. The bond executed by the Contractor and his/her surety in favor of the City of Waterloo, Iowa, guaranteeing the complete execution of the contract in accordance with the plans and specifications, the payment of all debts pertaining to the work, and maintenance of the work as provided by law or by the specifications. 18. CONTRACT PERIOD. The period from the specified date for beginning the work to the specified date of completion, both dates inclusive. The contract period may be extended by the Council, as provided in these specifications, in which event the contract period includes the new date of completion. 19. OFFICIAL PUBLICATIONS. The official publications are the formal resolutions and notices relative to the proposed improvement that are required by law to be published in a prescribed manner and that have actually been published in accordance with the statutes relating thereto. Attention is directed to the fact that these official publications are by statute vested with all of the force and effect of contract obligations. 20. A.S.T.M. Abbreviation for American Society for Testing Materials. 21. WORK. The term "Work" of the Contractor and Subcontractor includes labor or materials or both, equipment, transportation, or other facilities necessary to complete the contract. 22. TIME. All time limits stated in the contract documents are of the essence in the contract. SECTION B -SCOPE OF WORK 1. CORRELATION AND INTENT OF DOCUMENTS. The Contract documents are complementary, and what is called for by anyone shall be as binding as if called for by all. The intention of the documents is to include all labor, materials, equipment, and transportation necessary for the proper execution of the work. Materials or work described in words which, so applied, have a well-known technical or trade meaning shall be held to refer to such recognized standard. 2. DRAWINGS AND SPECIFICATIONS. Unless otherwise provided in the contract documents, the engineer shall furnish to the Contractor, free of charge, all copies of drawings and specifications reasonably necessary for the execution of the work. The Contractor shall keep one (1) copy of all drawings and specifications on the work available to the Engineer and to his representatives. 3. CONTRACTOR'S UNDERSTANDING. It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature, character and location of the work, the conformance to the ground, the character, quality, and quantity of the materials to be encountered, the character of the equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can, in any way, affect the work under this GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 198 of 595 contract. No verbal agreement or conversation with any officer, agent, or employee of the City, either before or after the execution of the Contract, shall affect or modify any of the terms or obligations herein contained. 4. REPORTING ERRORS AND DISCREPANCIES. If the Contractor, in the course of the work, finds any discrepancies between the plans and the physical conditions of the locality, or any errors of omission in plans or in the layout as given by said stakes and instructions, it shall be his/her duty to inform the Engineer immediately, in writing, and the Engineer shall promptly correct the same. 5. ALTERATION OR CORRECTION OF PLANS. The plans are made up from surveys that are presumably correct and represent the foreseen construction requirements. Any modification of the plans which may be required by the exigencies of the construction or any corrections made necessary because of errors in the original surveys, will be made by the Engineer. Should corrections or modifications of the plans or specifications require a different quality or class of work than that upon which the unit prices in the Proposal are based, or if the modifications or corrections are required in parts of the work partially completed and such modifications result in an increased cost to the Contractor, the amount to be paid for work resulting from such changes shall be agreed upon in writing at the time the changes are ordered and before the work is begun by the Contractor. No allowance will be made for anticipated profits on work not performed. 6. CHANGES IN THE WORK. The City, without invalidating the contract, may order extra work or make changes by altering, adding to, or deducting from the work, the contract sum being adjusted by agreement or arbitration before such changed work is undertaken. All such work shall be executed under the conditions of the original contract, except that any claim for extension of time caused thereby shall be adjusted at the time of ordering such change. 7. INCREASED OR DECREASED QUANTITIES. The right is reserved without impairing the contract, to order the performance of such work of a class not contemplated in the Proposal or to increase or decrease the quantities as may be considered necessary to complete fully and satisfactorily the work included in the contract. However, when the work is completed without change in the plans, and the measured quantity of any item of work varies by more than twenty percent (20%) from the estimated quantity specified in the contract, an adjustment in price may be made for such item of work by agreement between the Engineer and the Contractor, subject to the approval of the City Council. Either party to the contract may request such an adjustment. 8. LANDS AND RIGHT OF WAY. The City shall provide the lands upon which the work under this contract is to be done, except that the Contractor shall provide land required for the erection of temporary construction facilities and storage of his/her material, together with the right of access to same. 9. CITY WATER. The Contractor shall be allowed to use City Water but before any water is used, he/she shall make application to the Waterloo Water Works for a temporary water connection from a fire hydrant or by some other connection method. Water usage will be charged at the rate for temporary water service. The rules, regulations, and water rates are available at the Waterloo Water Works offices at 325 Sycamore Street or their telephone number is 319-232-6280. 10. RIGHTS OF VARIOUS INTERESTS. Whenever work being done by the City's forces or by other Contractors is contiguous to work covered by this contract, the respective rights of the various interests involved shall be established by the Engineer to secure the completion of the various portions of the work in general harmony. 11. CLOSING STREETS TO TRAFFIC. The Engineer shall be the judge of how many streets or parts of streets it is necessary for the Contractor to close at any time and may refuse to permit the closing of additional streets until such of the work is finished and opened to traffic as he may direct. 12. OBSTRUCTION OF STREETS. The work is to be carried on in such manner as to obstruct the streets, highways, and alleys as little as possible. The Contractor shall carry on the different parts of the work so as to complete the whole, as nearly as practicable, at the same time. In doing the GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-3 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 199 of 595 work, the Contractor shall follow the directions of the Engineer as to the place or places where work shall be started or be carried on and the direction in which it shall be done. 13. SHANTIES AND BUILDINGS. Shanties or other buildings shall not be erected in or upon any street, highway, or alley without permission of the Engineer. If such permission be granted, it may be upon any reasonable terms prescribed by the person or body granting such permission. 14. SANITARY CONVENIENCES. The Contractor shall furnish the necessary sanitary conveniences, properly secluded, for the laborers on the work, and these shall be maintained in a manner that will be inoffensive to the public. 15. CLEANING UP. The Contractor shall, as directed by the Engineer, remove from the City's property and from all public and private property, at his/her own expense, all temporary structures, rubbish, and waste materials resulting from his/her operations before work can be considered completed. The Contractor shall also renew or replace any and all fences, sidewalks, or other property damaged or disturbed by his/her work. 16. OMISSION OF PARTS OF GENERAL SPECIFICATIONS. Parts of the General Specifications deemed not to apply to some particular work may be omitted by special reference in other parts of the contract documents. SECTION C -CONTROL OF MATERIALS AND WORK 1. SUPERVISION AND INSPECTION. The Engineer shall have supervision of the construction provided for in this Contract and shall decide any and all questions which may arise as to the quality and acceptability of materials furnished, work performed, manner of performance, rate of progress on the work, and all questions regarding the acceptable fulfillment of the terms of the Contract. Materials and construction work shall, at all times, be subject to the inspection of the Engineer or his representatives. The Contractor shall be held strictly to the true intent of these specifications as regards the quality of materials, workmanship, and the diligent prosecution of the work. The Engineer and his representatives shall, at all times, have access to the work wherever it is in preparation of progress, and the Contractor shall provide proper facilities for such access and for inspection. If the specifications, the Engineer's instructions, law ordinances, or any public authority require any work and/or materials to be especially tested or approved, the Contractor shall give the Engineer timely notice of readiness for inspection. If the inspection is to be made by authority other than the Engineer, the Contractor shall notify the engineer of the date fixed for inspection. Inspections by the Engineer will be promptly made and, where practicable, at the source of supply. If any work should be covered up without the approval or consent of the Engineer, it must, if required by the Engineer, be uncovered for examination at the Contractor's expense. Re-examination of questioned work may be ordered by the Engineer, and, if so ordered, the work must be uncovered by the Contractor. If such work be found in accordance with the Contract, the City shall pay the cost of re-examination and replacement. If such work be found not in accordance with the Contract, the Contractor shall pay such cost unless he shall show that the defect in the work was caused by another Contractor, and, in that event, the City shall pay the cost. 2. AUTHORITIES AND DUTIES OF INSPECTORS. Inspectors may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed; also, to report whenever it appears that materials furnished and work performed by the Contractor fail to fulfill the requirements of the specifications and Contract, and to direct the attention of the Contractor to such failure or infringement; but such inspection shall not relieve the Contractor from any obligations to furnish acceptable materials or to provide completed construction that is satisfactory in every particular. GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-4 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 200 of 595 In case of any dispute arising between the Inspector and the Contractor as to materials furnished or the manner of performing the work, the Inspector shall have the authority to reject materials or suspend the work until the question at issue can be referred to and decided by the Engineer. Inspectors are not authorized to revoke, alter, enlarge, relax, or release any requirements of these specifications. The Inspector shall, in no case, act as foreman or perform other duties for the Contractor or interfere with the management of the work by the latter. 3. STATUS OF THE ENGINEER. The Engineer shall have general supervision and direction of the work. He has authority to stop the work whenever such stoppage may be necessary to insure the proper execution of the Contract. He shall also have authority to reject any work and/or materials which do not conform to the specifications, to direct the application of forces to any portion of the work as, in his/her judgment, is required, and to order the force increased or diminished, and to decide questions which arise in the execution of the work. 4. ENGINEER'S DECISIONS. The Engineer shall, within a reasonable time, make decisions on all claims of the Contractor and on all other matters relating to the execution and progress of the work or the interpretation of the contract documents. All such decisions of the Engineer shall be final except as to the element of time and financial consideration involved, which, if no agreement in regard thereto is reached, shall be subject to arbitration. 5. STAKES AND INSTRUCTIONS. The Contractor shall provide reasonable and necessary opportunities and facilities for setting stakes and making measurements. The Contractor shall not furnish stakes or men to set them. He/she shall not proceed until he/she has received from the Engineer such stakes and instructions as may be necessary to the progress of the work. The Contractor shall carefully preserve benchmarks, reference points, and stakes, and in case of willful or careless destruction, he/she shall be charged with the resulting extra expense and shall be responsible for any mistakes that may be caused, by their loss or disturbance. 6. SUPERINTENDENCE. The Contractor shall keep on his/her work during its progress a competent superintendent and any necessary assistants, all satisfactory to the Engineer. The Superintendent shall not be changed except with the consent of the Engineer, unless the Superintendent proves to be unsatisfactory to the Contractor and ceases to be in his/her employ. The Superintendent shall represent the Contractor in his/her absence, and all directions given to him shall be as binding as if given to the Contractor. Important decisions shall be confirmed in writing to the Contractor. Other directions shall be so confirmed on written request in each case. The Contractor shall give efficient supervision to the work using his/her best skill and attention. He/she shall carefully study and compare all drawings, specifications, and other instructions, and shall report at once to the Engineer any error, inconsistency, or omission which he/she may discover. 7. REMOVAL OF UNAUTHORIZED WORK. Work done without lines and grade being give, work done beyond lines shown on the plans or as given, except as herein provided, or any extra or additional work done without authority, will be considered as unauthorized and at the expense of the Contractor and will not be paid for under the provisions of the Contract. Work so done may be ordered removed and replaced at the Contractor's expense. 8. REMOVAL OF DEFECTIVE MATERIALS OR WORK. The Contractor shall promptly remove from the premises all materials condemned by the engineer as failing to conform to the Contract; whether incorporated in the work or not, and the Contractor shall promptly replace and re-execute his/her own work in accordance with the contract and without expense to the City, and shall bear the expense of making good all work of other Contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned work and materials within a reasonable time, fixed by written notice, the City may remove them and may store the material at the expense of the GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-5 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 201 of 595 Contractor. If the Contractor does not pay the expense of such removal within a reasonable time thereafter, the City may, upon ten (10)days'written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs and expense that should have been borne by the Contractor; or, if the net proceeds of such sale are insufficient to pay the expenses of removal, the City may deduct the balance from any amounts due the Contractor. 9. MATERIALS, EQUIPMENT, APPLIANCES AND FACILITIES. Unless otherwise stipulated, the Contractor shall provide and pay for all materials, labor, water, tools, equipment, light, power, transportation, and other facilities necessary for the execution and completion of the work. Materials shall be of the quality specified for each particular part of the work. Whenever, in construction of the work or in the manufacture of any article of appliance necessary for the construction or operation of the work, it is necessary to use any material that is not fully specified in these specifications, it shall be of good quality and shall meet with the approval of the Engineer. Any appliance that is necessary for the construction or operation of the work and is commonly recognized as a part of the work, shall be furnished by the Contractor as part of the work, whether or not it is specifically called for in the plans and specifications, and such appliance shall be of good quality and standard make and shall meet with the approval of the Engineer. 10. MATERIAL SAMPLES. Before the contract is awarded, the bidder may be required to furnish a statement of the origin, composition, and manufacture of any and all materials proposed for use in the performance of the Contract, together with samples of the material. These samples will be considered as representative and typical of the material to be obtained from any particular source. 11. CHARACTER OF WORKMEN AND EQUIPMENT. The Contractor shall employ competent and efficient workmen for every kind of work. Any person employed on the work who shall refuse or neglect to obey the directions of the engineer or Inspector, or who shall be deemed incompetent or disorderly, or who shall commit trespass upon public or private property in the vicinity of the work, shall be dismissed when the Engineer so orders, and shall not be re-employed unless express permission be given by the Engineer. The Contractor shall, at all times, enforce discipline and good order among his/her employees. The methods, equipment, and appliances used on the work, and the labor employed, shall be such as will produce a satisfactory quality of work and shall be adequate to complete the contract within the specified time limit. 12. HIRING CITY EMPLOYEES. The Contractor shall not employ and hire any of the City's employees without the permission of the Engineer. 13. LABOR. Local labor shall be given preferences so far as practicable. 14. THE CITY'S RIGHT TO DO WORK. If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this Contract, the City of Waterloo, after three (3) days' written notice to the Contractor may, without prejudice to any other remedy he/she may have, make good such deficiencies and may deduct the cost thereof from the payment then or thereafter due the Contractor, provided, however, that the Engineer shall approve both such action and the amount charged to the Contractor. SECTION D - PROCEDURE AND PROGRESS 1. ORDER OF COMPLETION - USE OF COMPLETED PORTIONS. The Contractor shall complete any portion or portions of the work in such order or time as the Engineer may require. The City shall have the right to take possession of an completed or partially completed portion of the work at any time, but such taking possession and use shall not be deemed an acceptance of work so taken or used, GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-6 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 202 of 595 or any part thereof. If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation or extension of time, or both, as the Engineer may determine. 2. WEATHER. During stormy or inclement weather, all work shall be suspended, except such as can be done in an acceptable manner. Permission to work during freezing, stormy, or inclement weather shall in no way be construed as a release of the Contractor's responsibility regarding the quality of the finished work at such time. 3. SUNDAYS AND LEGAL HOLIDAYS. Except for such work as may be required in the plans or to properly maintain or protect completed or partially completed construction or to maintain lights and barricades, no work will be permitted on Sundays or legal holidays without specific permission of the Engineer. 4. DELAYS AND EXTENSION OF TIME. If the Contractor be delayed in the completion of the work by an act of neglect of the City, or its employees; or by any other Contractor employed by the City; or by changes ordered in the work; or by strikes, lockouts, fire, unusual delays in transportation, unavoidable casualties, or any cause beyond the Contractor's control; or by delay authorized by the Engineer pending arbitration; or by any cause which the Engineer shall decide justifies the delay, then the time of completion shall be extended for such reasonable time as the Engineer may decide will compensate for such delay. No such extension shall be made for delay occurring more than thirty (30) days before claim therefor is made in writing to the Engineer. In the case of a continuing cause of delay, only one claim is necessary. This article does not exclude the recovery of damages for delay by either party under provisions in the contract documents. 5. TEMPORARY SUSPENSION OF WORK. The Engineer shall have authority to suspend the work, wholly or in part, for such period or periods of time as he may deem necessary, due to unsuitable weather or such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as is necessary due to the failure to the Contractor to carry out orders given or to perform any or all provisions of the Contract. 6. NOTICES - HOW SERVED. Any notice to be given by the City to the Contractor under this contract shall be deemed to be served if the same be delivered to the man in charge of any office used by the Contractor or his/her foreman or agent at or near the work, or deposited in the post office, postpaid, addressed to the Contractor at his/her last known place of business. 7. PROGRESS OF WORK. The progress of the work shall be such that, at the expiration of one-fourth (1/4)of the contract period, one-eighth (1/8)of the work shall be completed; at the expiration of one-half (1/2) of the contract period, three-eighths (3/8) of the work shall be completed; at the expiration of three-fourths (3/4) of the contract period, the work shall be three-fourths (3/4) completed, and the whole work shall be completed at the expiration of the contract period. If, at any time the above schedule is not being maintained, the Council may give written notice to the Contractor and his/her sureties that the specifications are not being complied with. Such notice shall state what action on the part of the Contractor is required to bring the work within the requirements of the specifications. If the Contractor fails, within ten (10) days, to proceed as directed in the said notice, then the Council shall have authority to annul this contract without process or action at law and take over the prosecution and completion of the work, as provided under the article covering City's right to terminate contract. 8. CITY'S RIGHT TO TERMINATE CONTRACT. If the Contractor should be adjudged a bankrupt; or if he/she should make a general assignment for the benefit of this creditor; or if a Receiver should be appointed on account of his/her insolvency; or if he/she should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough skilled workmen GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-7 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 203 of 595 or proper materials; or if he/she should fail to make prompt payment to Subcontractors or for materials or labor; or if he/she should persistently disregard laws, ordinances, or the instructions of the Engineer; or if he/she should otherwise be guilty of a substantial violation of any provision of the contract, then the City, upon the certificate of the Engineer that sufficient cause exists to justify such action, may, without prejudice to any other rights or remedy, and after giving the Contractor seven (7) days' written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances thereon and finish the work by whatever method he may deem expedient. In such cases, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expenses of finishing the work, including compensation for additional managerial and administration services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default shall be certified by the Engineer. 9. REMOVAL OF EQUIPMENT. In the case of annulment of this contract before completion, from any cause whatsoever, the Contractor, if notified to do so by the City; shall promptly remove any part or all of his/her equipment and supplies from the property of the City, failing which, the City shall have the right to remove such equipment and supplies at the expense of the Contractor. SECTION E - MEASUREMENTS AND PAYMENT 1. STANDARD OF MEASUREMENT. All work completed under the contract shall be measured by the Engineer according to the United States standard measures. 2. SCOPE OF PAYMENTS. The Engineer's measurements of quantities shall be the basis for final payment for the work performed under this Contract unless specified otherwise in the plans. After the work is completed, the Engineer will make measurements and computations of the number of units of each of the various items of work completed, and the Contractor will be paid for the actual amount of work performed at the rates specified in his/her Proposal. Before final settlement is made, the Council may require the Contractor to submit a list of all persons furnishing labor or materials, with evidence that such persons have been paid in full. Payment shall be made in the manner set forth in official publications and Council Proceedings relative thereto. 3. PAYMENT FOR EXTRA WORK. Such extra work as may have been ordered by the Engineer and performed by the Contractor shall be compensated for as provided herein. If work is to be done or materials are to be furnished by the Contractor which cannot properly be classified under unit prices included in the Proposal, the Contractor shall be paid therefor the actual reasonable cost of the labor and materials entering permanently in such work, plus fifteen percent (15%) of the cost thereof. In computing the labor cost on such extra work, the following items shall be included: (a) Actual payroll expenditures for labor at the current rate therefor, and cost of materials. (b) Pay of foreman and timekeepers for actual time required on the extra work. (c) Liability insurance, prorated, for the extra work. Labor cost items on extra work shall be furnished in duplicate by the Contractor to the Inspector daily. The Inspector shall check the items, and if he/she finds them to be correct, he/she shall so certify on the statement of cost, returning one copy to the Contractor and filing one copy with the Engineer. The Engineer shall determine the cost of materials entering into extra work from the materials and receipted freight bills for the same. For any special machine, power tools, or equipment, including fuel and lubricants, but not including small hand tools, which may be deemed necessary or desirable to use, the Contractor shall be GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-8 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 204 of 595 allowed a reasonable rental thereon, to be agreed upon in writing by the Engineer before such work is begun, and to which sum no percentage is to be added. The item of cost shall not include repairs or replacement of equipment or overhead expenses of any character. The fifteen percent (15%) allowed is considered to cover the use of hand tools and all overhead expenses except liability insurance. In no case will a claim for extra compensation be allowed unless the work upon which the claim is based has been ordered in writing, except as provided hereinafter. 4. CLAIMS FOR EXTRA COST. If the Contractor claims that any instructions, by drawings or otherwise, involved extra cost under this contract, he/she shall give the Engineer written notice thereof within ten (10) days after completion of the work. No such claim shall be valid unless so made. 5. CLAIMS FOR EXTRA COMPENSATION. If the Contractor deems that extra compensation is due him/her for work and/or materials that he/she considered is not clearly covered in the items for which he/she submitted unit prices in his/her bid and that were not ordered in writing by the Engineer as an extra is heretofore provided, the Contractor shall notify the Engineer, in writing, of his/her intention to make claim for extra compensation for work and/or material before starting construction. If such written notification is not given or the Engineer is not afforded proper facilities by the Contractor for keeping strict account of actual cost as defined herein, then the Contractor hereby agrees to waive the claim for extra compensation. Such notice to the engineer and the fact that the Engineer has kept account of cost as aforesaid, shall not in any way be construed as proving the validity of the claim, which must be passed upon by the Council. In the event that the Council finds the claim to be just, it shall be allowed and paid for as extra work as provided herein. 6. COMPLETION REPORT AND OBJECTIONS THERETO. Within ten (10) days after the full completion of the work to be done under this contract, the Engineer shall make a written statement of all the work done by the Contractor hereunder, stating the quantity of each item as found by him and including a statement of all credits for extra work and all credits or debits for changes, alterations, omissions, and defects, and shall forthwith deliver a copy of such statement to the Contractor. The Contractor shall compare such statement with his/her own records and shall then, in writing, either approve such statement or point out any claimed errors or omissions. If any of such claims are found correct, the Engineer shall, within ten (10) days, prepare a new statement, a copy of which shall in like manner be delivered unto the Contractor. The Engineer will not file a formal completion report with the City until the Contractor has approved the same. If the figures of the Engineer and the Contractor cannot be reconciled, or there is a difference of opinion regarding some item or items, then such difference of opinion shall be submitted to arbitration as hereinafter provided, and the decision of the arbitrator or arbitrators shall be final, and the Engineer shall, within a period of five (5) days, file his completion report. Before action by the City Council upon such completion report, the Contractor shall also file a written statement of any claims he/she may have against the City, other than those shown by such completion report, growing out of this contract or the work done hereunder. The City shall retain ten percent (10%) of the amount due the Contractor on the completion report for a period of thirty (30) days. If no claims are filed against the Contractor within thirty (30) days, the final ten percent (10%) shall then be paid to the Contractor. 7. WAIVER. By the execution of this contract ,the Contractor agrees that any objections he/she may have to the statement of the amount of work done hereunder included by the Engineer in this completion report, and any claims of the Contractor against the City growing out of this contract and the work done hereunder which are not stated in writing in the manner and within the time provided in Article 6, Section E hereof, shall be waived, and no such claim shall thereafter be asserted against the City. GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-9 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 205 of 595 SECTION F - LEGAL RELATIONS AND RESPONSIBILITIES 1. LAWS RELATING TO WORK. The Contractor is presumed to be familiar with all laws, ordinances, and regulations which may, in any manner, affect those engaged or employed upon the work or the materials or equipment used in or upon the work, and shall conduct the work so as not to conflict with such laws, ordinances, and regulations. 2. PROTECTION OF WORK AND PROPERTY. The Contractor for any part of the improvement shall be held responsible for the care of materials and of partially completed and completed work until final acceptance of the same by the Council. He will be required to make good at his/her own expense any damage which the work may sustain from any cause prior to the filing of the engineer's certificate of completion. He/she shall take all risk from floods and casualties of every description and make no charge for delay due to such cause. He/she may, however, be allowed a reasonable extension of time on account of such delays. He/she shall correct or make good at his/her own expense all damages to adjacent property due to the acts or negligence of his/her employees of the prosecution of his/her work and save the City harmless therefor. The Contractor shall be held liable and responsible for all damages done to water, sewer, drain, or other underground pipes and structures, and to sidewalks and private property. 3. RESPONSIBILITY FOR ACCIDENTS. The Contractor shall assume full responsibility for all damages sustained by persons or property due to the carrying on of his/her work until final acceptance thereof, or until released by the Engineer in writing. 4. LIABILITY INSURANCE. The Contractor shall carry liability insurance which shall save the City harmless and protect the public and any person from injury sustained by the reason of the prosecution of the work or the handling or storing of materials therefor, and said Contractor shall also carry liability insurance which shall meet the requirements of the Iowa Worker's Compensation Law. Before work shall be started on this contract, the Contractor shall furnish the City Clerk with proper affidavit or Affidavits executed by representatives of duly qualified insurance companies, evidencing that said insurance company or companies have issued liability insurance policies, effective during the life of the contract, or for a period of a least ten (10) days following the filing of written notice of cancellation, protecting the public and any person from injuries or damages sustained by reason of carrying on the work involved in the Contract. The affidavit shall specifically evidence the following forms of insurance protection: (a) Public liability insurance covering all operations performed by persons directly employed by the Contractor. (b) Public liability insurance covering all operations performed by any Subcontractor to whom a portion of the work may have been assigned. (c) Public liability insurance covering all work upon the project performed by any independent Contractor working under the direction of either the principal Contractor or a Subcontractor. (d) Motor vehicle bodily injury liability insurance and property damage liability insurance on all motor vehicles employed on the work, whether owned by the Contractor or by other persons, firms, or corporations. (e) The minimum protection shall be as follows: GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-10 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 206 of 595 Comprehensive General Liability Insurance General Aggregate Limit $ 5,000,000.00 Products—Completed Operations Aggregate Limit $ 5,000,000.00 Each Occurrence Limit $ 5,000,000.00 Comprehensive Automobile Liability Insurance $ 1,000,000.00 The Contractor shall have the City of Waterloo, Iowa, named as an "Additional Named Insured". A certificate, or a policy if requested, shall be filed with the Owner. All certificates and/or policies of insurance furnished by the Contractor to be filed with the City Clerk shall include the name and address of the agency issuing the same. It shall also be required that the City Clerk be notified by registered mail of the cancellation or expiration of the above insurance. 5. BARRICADES AND SIGNS. The Contractor shall, at his/her own expense and without further or other order, provide, erect, and maintain, at all times during the progress and suspension of the work and until completion and final acceptance thereof, suitable and requisite barricades, signs, or other adequate protection, as required by the latest edition of the "Iowa Manual on Uniform Traffic Control Devices for Streets and Highways" and shall provide, keep, and maintain such barricades, signs, etc., as may be required or as may be ordered by the City Engineer, to insure the safety of the public as well as those engaged on the work. All barricading plans shall be approved by the City Engineer. 6. ROYALTIES AND PATENTS. The Contractor shall pay all royalties and license fees. He/she shall defend all suits or claims for infringement of any patent rights and shall save the City harmless from loss on account thereof, except that the City shall be responsible for all such loss when a particular process or the product of a particular manufacturer is specified. 7. PERMITS AND REGULATIONS. Permits and licenses of a temporary nature for the prosecution of the work shall be secured and paid for by the Contractor. Permits, license, and easements for permanent changes in existing facilities shall be secured and paid for by the City. 8. CLAIMS FOR DAMAGES. Any claim for damages arising under this Contract shall be made in writing to the party liable within a reasonable time of the first observance of such damage and no later than the time of final payment, except as expressly stipulated otherwise in the case of faulty work or materials, and shall be adjusted by agreement or arbitration. The Contractor shall be held for the payment of all just claims against him arising out of the prosecution of this contract, and his/her bond will not be released until such claims are paid for dismissed. 9. ASSIGNMENT OF CONTRACT. The Contractor shall not sell or assign the contract or sublet any portion of the work provided for therein without the written consent of the City Council. 10. SUBCONTRACTORS. The Contractor shall, as soon as practicable after the signature of the contract, notify the Engineer in writing of the names of the Subcontractors proposed for the work and shall not employ any that the Engineer may, within a reasonable time, object to as incompetent or unfit. The Contractor agrees that he/she is as fully responsible to the City for the acts and omission of his/her Subcontractors and of persons either directly or indirectly employed by them as he/she is for the acts and omissions of persons directly employed by him/her. GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-11 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 207 of 595 Nothing contained in the contract documents shall create any contractual relation between any Subcontractor and the City. 11. ARBITRATION. All questions subject to arbitration under this Contract shall be submitted to arbitration at the choice of either party to the dispute. The Contractor shall not cause a delay of the work during any arbitration proceedings, except by agreement with the Engineer. The demand for arbitration shall be filed in writing with the Engineer, in the case of an appeal from his decision, within ten (10) days of its receipt, and in any other case, within a reasonable time after cause thereof, and in no case later than the time of final payment, except as otherwise expressly stipulated in the contract. If the Engineer fails to make a decision within a reasonable time, an appeal to arbitration may be taken as if his decision had been rendered against the part appealing. No one shall be nominated or act as an arbitrator who is in any way financially interested in the contract or in the business affairs of either the City or the Contractor. The general procedure shall conform to the laws of the State of Iowa. Unless otherwise provided by such laws, the parties may agree upon one arbitrator; otherwise, there shall be three--one named in writing by each party to this contract to the other party, and the third chosen by these two arbitrators, or, if they fail to select a third within ten (10) days, then he/she shall be chosen by the Comptroller of the State of Iowa. Should either party refuse or neglect to supply the arbitrators with any papers or information demanded in writing, the arbitrators are empowered by both parties to proceed ex parte. If there be one arbitrator, his/her decision shall be binding; if three, the decision of any two shall be binding. Such decision shall be a condition precedent to any right of legal action, and, wherever permitted by law, it may be filed in Court to carry it into effect. The arbitrators, if they deem that the case demands it, are authorized to award to the party whose contention is sustained such sums as they shall deem proper for the time, expense, and trouble incident to the appeal, and, if the appeal was taken without reasonable cause, damages for delay, the arbitrators shall fix their own compensation unless otherwise provided by agreement, and shall assess the costs and charges of the arbitration upon either or both parties. The award of the arbitrators must be in writing, and it shall not be open to objections on account of the form of proceeding or the award, unless otherwise provided by the laws of Iowa. In the event of such laws providing on any matter covered by this article otherwise than as hereinbefore specified, the method of procedure throughout and the legal effect of the award shall be wholly in accordance with the laws of the State of Iowa, it being intended hereby to lay down a principle of action to be followed, leaving its local application to be adopted to the legal requirements of the place in which the work is to be done. 12. PERFORMANCE AND PAYMENT BONDS. The Contractor shall, at the time of execution and delivery of this contract and before the taking effect of same, furnish and deliver to the City written bonds of indemnity to the amount required by law in form and substance, and with surety thereon satisfactory and acceptable to the City, to insure the faithful performance and payment by the Contractor of all the covenants and agreements on the part of the Contractor contained in this contract. These bonds shall remain in force and effect for the full amount of the Contract. 13. PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the provisions of the Contract or in exercising any power or authority granted him thereby, there shall be no liability upon the Engineer or his authorized assistants, either personally or as an official of the City, it being understood that in such matters he acts as the agent and representative of the City. GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-12 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 208 of 595 14. JURISDICTION. Any action in Court against the Contractor or sureties on his/her bond because of damages to property or individuals by said Contractor or his/her workmen, or because of the violation of any provisions of the specifications, or on account of the failure of said Contractor to comply fully with these provisions, shall be brought in the District Court of the State of Iowa in and for Black Hawk County. 15. TERMINATION OF RESPONSIBILITY. The Contract shall be considered as completed and the Contractor released from further obligations except as to the requirements of his/her bond, after the work has been completed and finally accepted and final estimates have been allowed and the completion report of the engineer has been filed and approved by the Council. 16. CITY'S LEGAL RIGHTS. The City shall not be precluded by any measurements, estimate, or certificate made, either before or after the completion and acceptance of the work and payment therefor, from showing the true amount and character of the work performed and materials furnished by the Contractor, or from showing that any such measurement, estimate, or certificate is untrue or incorrectly made, or the work or materials do not, in fact, conform to the Contract. The City shall not be precluded, notwithstanding any such measurements, estimate, or certificate and payment in accordance therewith, from recovering from the Contractor and his/her surety such damages as it may sustain by reason of his/her failure to comply with the terms of the Contract. Neither the acceptance by the City or any of its representatives, nor any payment for or acceptance of the whole or any part of the work, nor any extension of time, nor any possession taken by the City, shall operate as a waiver on any portion of the contract or of any power herein reserved, or any right to damages herein provided. A waiver of any breach of the contract shall not be held to be a waiver of any other or subsequent breach. GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-13 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 209 of 595 THIS PAGE LEFT BLANK INTENTIONALLY GENERAL SPECIFICATIONS CONTRACT NO. 1032 GS-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 210 of 595 SUPPLEMENTAL GENERAL SPECIFICATIONS FOR CONSTRUCTION 1. SUBCONTRACTS The contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to require compliance by each subcontractor with the applicable provisions of the contract for the improvements embraced in this contract. 2. REVIEW BY THE CITY OF WATERLOO The City of Waterloo, its authorized representatives and agents, shall at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this contract, provided, however, that all instructions and approval with respect to the work will be given to the contractor only by the City of Waterloo through its authorized representative or agents. 3. INSPECTION a. The contractor shall furnish promptly all materials reasonably necessary for any tests, which may be required. All tests by the City of Waterloo will be performed in such manner as not to delay the work unnecessarily and will be made in accordance with the provisions of the Technical Specifications. b. Inspection of materials and appurtenances to be incorporated in the improvements embraced in this contract may be made at the place of production, manufacture or shipment, whenever the quantity justifies it, and such inspection and acceptance, unless otherwise stated in the Technical Specifications, shall be final, except as regards (1) latent defects, (2) departures from specific requirements of the contract, (3) damage or loss in transit, or (4) fraud or such gross mistakes as amount to fraud. Subject to the requirements contained in the preceding sentence, the inspection of materials as a whole or in part will be made at the project site. 4. WARRANTY OF TITLE No material, supplies, or equipment to be installed or furnished under this contract shall be purchased subject to any chattel mortgage or under a conditional sale, lease-purchase or other agreement by which an interest therein or in any part thereof is retained by the seller or supplier. The Contractor shall warrant good title to all materials, supplies, and equipment installed or incorporated in the work and upon completion of all work, shall deliver the same together with all improvements and appurtenances constructed or placed thereon by him/her to the City of Waterloo free from any claims, liens, or charges. Neither the contractor nor any person, firm, or corporation furnishing any material or labor for any work covered by this contract shall have any right to a lien upon any improvement or appurtenance thereon. Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor to recover under any bond given by the contractor for their protection or any rights under any law permitting such persons to look to funds due the contractor in the hands of the City of Waterloo. The provisions of this paragraph shall be inserted in all subcontracts and material contracts and notice of its provisions shall be given to all persons furnishing materials for the work when no formal contract is entered into for such materials. SUPPLEMENTAL GENERAL SPECIFICATIONS CONTRACT NO. 1032 SGS-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 211 of 595 THIS PAGE LEFT BLANK INTENTIONALLY SUPPLEMENTAL GENERAL SPECIFICATIONS CONTRACT NO. 1032 SGS-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 212 of 595 FORM OF CONTRACT CONTRACT FOR THE CONSTRUCTION OF FY 2020 FINAL CLARIFIER NO. 3 DEWATERING WELLS CITY OF WATERLOO, IOWA CONTRACT NO. 1032 This contract made and entered into this day of 2020, by and between the City of Waterloo, Iowa, a Municipal Corporation, (hereinafter referred to as City), and of Waterloo, Iowa, (hereinafter referred to as Contractor), WITNESSETH: PAR. 1 Contractor agrees to build and construct the FY 2020 FINAL CLARIFIER NO. 3 DEWATERING WELLS, CONTRACT NO. 1032 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. PAR. 2 It is understood and agreed that the resolution adopted by the City Council ordering the construction of the improvement, the Notice to Contractors as published, the Instruction to Bidders, the Form of Proposal, the Construction and Maintenance Bonds, the Council Proceedings relating to this matter, and the Plans and Specifications shall all be considered as forming a part of the contract the same as though they were each set out in said contract. PAR. 3 The Contractor agrees to furnish at its own cost and expense, all necessary materials and labor for said work and to construct said improvements in a thorough, substantial, and workmanlike manner, and in strict accordance with the requirements of this contract, and of the plans and specifications made a part hereof by reference, and to the satisfaction and approval of the City and its engineer. PAR. 4 The Contractor agrees to perform said work and install said improvements on the terms set out in bid or proposal to the City which has been accepted by the City and which is by reference made a part of this contract. 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 December 18, 2020, unless an extension of time is granted in writing by the Council of the City. PAR. 6 Should the Contractor fail to complete said improvements in strict accordance with the terms and conditions of this contract, or the plans and specifications therefor promptly by the date herein specified, the City may pay such additional sums as it may be required to pay by reason of the failure of said contractor and deduct any and all such sums from any amount then due the Contractor. PAR. 7 The Contractor agrees to comply with and obey all ordinances of the City of Waterloo, Iowa, relating to the obstruction of streets and alleys, keeping open passage ways for water,traffic, and protecting any excavations in any street or alley, and maintaining proper and sufficient barricades with lights and signals during all hours of darkness, to see that the backfilling is properly done, and agrees to keep the City whole and defend any and all suits that may be brought against the City by reason of any injuries that may be sustained by any person or property allegedly caused by the Contractor, or his agents, while work is done pursuant to this agreement. PAR. 8 The Contractor agrees that in the event a law suit is brought against the City for damages allegedly sustained by reason of any act, omission or negligence of the Contractor or its agents, or on account of any injuries allegedly sustained by reason of any obstruction, hole, FORM OF CONTRACT CONTRACT NO. 1032 C-1 AECOM#60558763 FY 2020 Final Clarifier No.3 Dewatering Wells Page 213 of 595 depression or barrier placed or dug by the defendant or its agents, in the doing of the work herein contracted for, that it will defend said suit and save the City harmless therein, and in case judgment is rendered against the City, the Contractor agrees to pay the same promptly. The Contractor agrees to carry public liability insurance in a solvent company in a sufficient amount to protect the City and those who use the streets of the City. PAR. 9 The City shall have the right to appoint one or more construction reviewers who shall review the progress of the work in detail; also, to make any test or any material to be used in such work. No material shall be used in any work until the same has first been approved by the construction reviewer. Such construction reviewer shall have full authority to pass judgment upon all materials and upon the manner of doing the work, and their judgment on rejecting any materials, substance, or manner of work shall be final unless it is revoked or modified by the City Engineer. PAR. 10 Any material, which has been rejected by the construction reviewer, shall be at once removed from the line of work and shall not be again taken thereon or placed with the material proposed to be used without the written consent of the City Engineer. PAR. 11 The Contractor shall maintain no cause of action against the City on account of delays and prosecution of work, but if said work is delayed by the City, the Contractor shall have such extra time for completion of the job as was lost by reason of the delay caused by the City. PAR. 12 The Contractor agrees to pay punctually all just claims of labor, material, men, or subcontractors who shall perform labor or furnish materials entering into this improvement. It is agreed that the City need not pay the Contractor until all such claims are paid by the Contractor. It is agreed that the City shall not be liable for said labor, material, or men under this contract. PAR. 13 The Contractor agrees to furnish the City, simultaneously with this contract, a bond on a form to be provided by the City in the amount provided by law as stated in the Notice to Bidders, which shall be for the benefit of the City, and any and all persons injured by the breach of any of the terms of this contract. Said bond shall be filed with the City Clerk and shall be subject to the approval of the City Council, and is by reference made a part of this contract. PAR. 14 The Contractor agrees that should it abandon work under this contract or cease the prosecution thereof for a period of thirty (30) consecutive days without reasonable cause, and should it fail to proceed with said work within ten (10) days after a notice to continue or carry it on has been mailed to it at the address given herein by the City, or after such notice has been served on it, then the City may proceed to complete said work, using any material, tools, or machinery found along said line of work, doing the work either by contract or as it may elect, and the Contractor and the sureties on its bond shall be liable to the City for the costs and expenses so paid out. Said costs shall be retained by the City from any compensation due, or to become due the Contractor, and may be recovered by the City in an action upon Contractor's bond. PAR. 15 In consideration of the full compliance on the part of the Contractor with all the provisions, stipulations, and conditions hereof, or contained in the various instruments made a part of this contract by reference, and upon completion and acceptance of said work, the City agrees to pay to the Contractor, in the manner set out in the Notice to Contractors, the amount of money due the Contractor for work performed and accepted, at the unit prices set out in the Contractor's proposal, which has been accepted by the City. PAR. 16 The total amount of the contract, based on the Engineer's estimates of quantities and the Contractor's unit bid prices, and for which 100% surety bond is required is PAR. 17 After the completion of said work, the Contractor agrees to remove all debris and clean up said streets, and to save the City harmless from any damage allegedly resulting from a FORM OF CONTRACT CONTRACT NO. 1032 C-2 AECOM#60558763 FY 2020 Final Clarifier No.3 Dewatering Wells Page 214 of 595 failure to clean up and remove the debris or put the street back in a proper condition for travel. PAR. 18 This contract is not divisible, but in the event of a conflict between this contract and the various instruments incorporated by reference, this contract shall govern. PAR. 19 Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the contract, same to be known as"Maintenance Bond," and which bond must be approved by the City Council, and which bond is in addition to the bond given by the Contractor to guarantee the completion of the work. PAR. 20 The Contractor shall maintain all work done hereunder in good order for the period of two (2) years from and after the date it is accepted by the Council of the City of Waterloo, Iowa. Said maintenance shall be made without expense to the City or the abutting property. In the event of the failure or default of the Contractor to remedy any or all defects appearing in said work within a period of two (2) years from the date of its acceptance by said Council, and after having been given ten (10) days notice so to do by registered letter deposited in the United States Post Office in said town, addressed to said contractor at the address herein given, then the City may proceed to remedy such defects. The costs and expenses thereof to be recovered from the Contractor and the sureties on its maintenance bond by an action brought in any court of competent jurisdiction. PAR. 21 The Contractor shall give notice to said City by registered letter directed to the Mayor or City Clerk/Auditor thereof not more than four (4) and not less than three (3) months prior to the expiration of the term during which the Contractor is required to maintain said improvements, in good repair by the terms of its Contract. The liability of the Contractor and of the sureties on its bond for maintenance of the said improvements shall continue until three (3) months after such notice has been given to the City, and, in any event, until two (2) years after the acceptance of the work. CITY OF WATERLOO, IOWA Mayor City Clerk Contractor BY: Title: Approved by the City Council of the City of Waterloo, Iowa, this day of 12020. ATTEST: City Clerk Waterloo, Iowa FORM OF CONTRACT CONTRACT NO. 1032 C-3 AECOM#60558763 FY 2020 Final Clarifier No.3 Dewatering Wells Page 215 of 595 THIS PAGE LEFT BLANK INTENTIONALLY FORM OF CONTRACT CONTRACT NO. 1032 C-4 AECOM#60558763 FY 2020 Final Clarifier No.3 Dewatering Wells Page 216 of 595 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That we, of (the"Principal"), and of (the"Surety"), are held and firmly bound unto the City of Waterloo, Iowa (the"Obligee"), in the penal sum of Dollars ($ ), lawful money of the United States,for the payment of said sum in connection with a contract(the"Contract")dated on or about for the purpose of . The Contract is incorporated herein by reference as though fully set forth herein. Whenever the Principal shall be and is declared by the Obligee to be in default under the Contract, with the Obligee having performed its obligations in the Contract, then the Surety, acknowledging that time is of the essence, may promptly remedy the default, or shall promptly undertake to: 1. Complete the Contract in accordance with its terms and conditions; or 2. Obtain one or more bids for completing the Contract in accordance with its terms and conditions, and upon determination by the Surety of the lowest responsible bidder, or negotiated proposal, or, if the Obligee elects, upon determination by the Obligee and the Surety jointly of the lowest responsible bidder, or negotiated proposal, arrange for a contract between such party and the Obligee. The Surety will make available as work progresses sufficient funds to pay the cost of completion less the balance of the Contract price. The cost of completion includes responsibilities of the Principal for correction of defective work and completion of the Contract, the Obligee's legal and design professional costs resulting directly from the Principal's default, and liquidated damages or actual damages if no liquidated damages are specified in the Contract. The term "balance of the Contract price" means the total amount payable by the Obligee to the Principal under the Contract and any amendments thereto, less the amount properly paid by the Obligee to the Principal; or 3. Determine the amount for which it is liable to the Obligee and pay the Obligee that amount as soon as practicable. In the event this bond is enforced, Principal and Surety agree to indemnify Obligee and hold Obligee harmless from and against any and all costs of enforcement, including but not limited to reasonable attorneys' fees and expenses. Every Surety on this bond shall be deemed and held, any contract to the contrary notwithstanding, to consent to each and all of the following matters,without notice: 1. To any extension of time to the Contract in which to perform the Contract. 2. To any change in the plans, specifications, or Contract when such change does not involve an increase of more than twenty percent (20%) of the total Contract price, and shall then be released only as to such excess increase. 3. That no provision of this bond or of any other contract shall be valid which limits to less than one (1) year from the time of the acceptance of the work the right to sue on this bond for defect in workmanship or material not discovered or known to the Obligee at the time such work was accepted. If the Principal performs the Contract, then this bond shall be null and void; otherwise it shall remain in full force and effect. In no event shall the Surety's total obligation exceed the penal amount of this bond. PERFORMANCE BOND CONTRACT NO. 1032 PFB-1 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 217 of 595 Terms used herein shall include, as appropriate, the singular or plural number, or the masculine, feminine or neuter gender. IN WITNESS WHEREOF, the undersigned Principal and Surety have executed this Performance Bond as of PRINCIPAL SURETY Name Name By: By: Title: Title: [attach Power of Attorney] NOTE: Date of BOND must not be prior to date of Contract. If CONTRACTOR is Partnership, all partners should execute BOND. If this project includes Federal Funds, the following applies to the payment bond. IMPORTANT: Surety companies executing bonds must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the State where the project is located. PERFORMANCE BOND CONTRACT NO. 1032 PFB-2 AECOM#60558763 Final Clarifier No.3 Dewatering Wells Page 218 of 595 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS: that (Name of Contractor) (Address of Contractor) a hereinafter called Principal, (Corporation, Partnership or Individual) and, (Name of Surety) (Address of Surety) hereinafter called Surety, are held and firmly bound unto (Name of Owner) (Address of Owner) hereinafter called OWNER, in the penal sum of Dollars ($ ) in lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, successors, and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the Principal entered into a certain contract with the OWNER, dated the day of 20_, a copy of which is hereto attached and made a part hereof for the construction of: FINAL CLARIFIER NO. 3 DEWATERING WELLS CITY CONTRACT NO. 1032 WATERLOO, IOWA NOW, THEREFORE, if the Principal shall promptly make payment to all persons, firms, SUBCONTRACTORS, and corporations furnishing materials for or performing labor in the prosecution of the WORK provided for in such contract, and any authorized extension or modification thereof, including all amounts due for materials, lubricants, oil, gasoline, coal and coke, repairs on machinery, equipment and tools, consumed or used in connection with the construction of such WORK, and all insurance premiums on said WORK, and for all labor, performed in such WORK whether by SUBCONTRACTOR or otherwise, then this obligation shall be void; otherwise to remain in full force and effect. PAYMENT BOND CONTRACT NO. 1032 PB-1 AECOM#60558763 Final Clarifier No.3 Dewatacina eel sl 9 of 595 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 counterparts, each one (number) of which shall be deemed an original, this the day of 20_ ATTEST: Principal (Principal)Secretary (SEAL) By (s) (Address) Witness as to Principal (Address) Surety ATTEST: By Attorney-in-Fact Witness as to Surety (Address) (Address) 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. PAYMENT BOND CONTRACT NO. 1032 PB-2 AECOM#60558763 Final Clarifier No.3 DewatrinaWe�0 of 595 APPENDIX 1 . Change Order 2. Existing Soil Boring Information 3. Drawings Page 221 of 595 Page 222 of 595 CHANGE ORDER NO. Owner City of Waterloo Date Project Final Clarifier No.3 Dewatering Wells Owner's Contract No. City Contract No. 1032 Contractor Date of Contract Start $ You are directed to make the following changes in the Contract Documents. Description: Reason for Change Order: CONTRACT PRICE CONTRACT TIMES (Calendar Days) To substantial To final completion completion Original: $ Original Completion Date: Previous CO's(ADD/DEDUCT): $ Previous CO's(ADD/DEDUCT): This CO(ADD/DEDUCT): $ This CO(ADD/DEDUCT): Contract Price with all REVISED: approved Change Orders: $ Revised Completion Date: It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s) ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. APPROVED: By: OWNER(Authorized Signature) Date ACCEPTED: By: CONTRACTOR(Authorized Signature) Date AECOM, Inc. 60558763 / Project Change Number Order No. CHANGE ORDER FORM Page CO-1 AECOM 60558763 Page 223 of 595 THIS PAGE LEFT BLANK INTENTIONALLY CHANGE ORDER FORM Page CO-2 AECOM 60558763 Page 224 of 595 EXISTING SOIL BORING INFORMATION Page 225 of 595 Page 226 of 595 7 SUBSURFACE INVESTIGATION DATA F.Y. 1996 - WATERLOO SATELLITE WATER POLLUTION CONTROL FACILITIES 7 CITY OF WATERLOO,IOWA CITY CONTRACT NO. 486 7 WATERLOO,IOWA .1 .I :1 :a Page 227 of 595 1 SUBSURFACE SOIL INVESTIGATION DATA Subsurface soil investigations have been performed by Huntingdon Engineering&Environmental,Inc. This subsurface soil investigation data shall be considered as a reference only and is not a part of the Contract Documents. There is no expressed or implied guarantee by the Owner,Engineer or the soil testing consultants as to the accuracy or adequacy of the subsurface soil investigation nor of the interpretation thereof. Each Bidder must form their own opinion of the character of the materials which will be encountered from an inspection of the soil boring information and from such other investigations that they may wish to employ. 1J 1� a� T/WSOIL-BOR.DIS iL,l Page 228 of 595 Y J ' Y GEOTECHNICAL EXPLORATION PROGRAIM PROPOSED ADDITIONS TO THE WASTEWATER TREATMENT FACILITY EASTON AVENUE WATERLOO, IOWA 770094-292 1 J 7 HUNTINGDON ENGINEERING & ENVIRONMENTAL, INC. 2213 LaPorte Road Waterloo, Iowa 50702 (319) 232-6591 i' i -Huntingdon Page 229 of 595 Huntingdon Huntingdon Engineering &Environmental, Inc. 2213 LaPorte Rd Waterloo, IA 50702 232-6591 Fax: (319)232-0373 l ; i , is ` December 16, 1994 yJ - Mr. Richard Buenger, P.E. RUST Environmental & Infrastructure, Inc. 501 Sycamore Street, Suite 222 f� Waterloo, Iowa 50703 j{ Subject: Report of Geotechnical Exploration. Program Proposed Additions to the Wastewater Treatment Facility Easton Avenue Waterloo, Iowa #7700 94-292 tic`s Dear Mr. Buenger: Huntingdon Engineering & Environmental, Inc. is pleased to submit this partial t• report of our geotechnical exploration program for the referenced project. We j� are transmitting six copies of this Report. This work was performed in 1E accordance with your written authorization on August 30, 1994 . LY The samples will be retained for a period of one month at which time they will be discarded. Please advise us in writing if you wish to have us retain them for a longer period of time. E �.. We appreciate the opportunity to be of service to you on this project. If there are questions about the data or our recommendations, please contact us at your convenience at (319) 232-6591. - Sincerely, HUNTINGDON ENGINEERING & ENVIRONMENTAL, INC. Jaydeep Wagh Geotechnical Engineer � j 7 pc: Huntingdon Engineering & Environmental, Inc. , Des Moines U t LJ r �J E .2� A member of the FH-1—HJ group of compantes {�J Page 230 of 595 IMPORTANT INFORMATION . . 'ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More cons-ar:ction problems are caused by site subsur- technical engineers who then render an opinion about face conditions than any other factor.As troublesome as overall subsurface conditions.their likely reaction to subsurface problems can be.their frequence and extent proposed cons-auction activity,and appropriate founda- have been lessened consider-ably in recent years.due in tion design.Even under optimal circumstances actual 1 large measure to programs and publications of ASF C/ conditions may differ from those inferred to exist. 1 The Association of Engineering Firms Pracarng in because no geotechnical engineer no matter how the Geosciences. qualified.and no subsurface exploration program,no matter how comprehensive.can reveal what is hidden by The following suggestions and observations are offered earth.rock and time.The actual inter face between mate- to help you reduce the geotechnical-refaced delays. rials,imay be far more gradual or abrupt than a report cost-overruns and other costly headaches that can indicates.Actual conditions in areas not sampled•may occur during a ccnstrucaen proiect. differ,Tom predictions. Nothing can be done to prevent the unantic:patzd. but ste,s can ae taken to help minimize their A GEOTECHNICAL ENGINEERING impact. Par this reason. most Zxperienczd owners retain their REPORT IS BASED ON A UNIQUE SET geotechnical consultants through the construction stage. to iden- dfy`✓ariarcas.conduct additional cests`.vhich may be '- needed.and to recommend solutions to OCObierns* OF PROJECT-SPECIFIC FA`-TORS encou.n[erac:on Site. A gecteC:tnical engineering report is bas2_4 on a su'bSu- face expioracion plan designed cc incorporate a unique ser Gf croiec:-s;ecfic fac_Jrs. These :;pica:!=i ircude: SUBSURFACE CONDITIONS u.e -neer= :lat'�re or t%e Sz: re :%vclveC. . Si.e anC CAN CHANGE f CJnC�_.=t'.GR; t::e location of:i^:e St'��ttlre'Jn the Site _ - _ .. st,Csu.._ze CO.^.C:^.ons `c:' Je ' Od!''eC Ov wnst r Cl;i- tiC:iv 'cs onerta."on: physic-al conk_-mitanC5 si:C:i as - - _ •- j g'n� 'a:.:ra! Forces. 3ecause a aeOCeCn:::Cal ergi tiCte=� . �aC:�;nom!Oc5. anC '1nCe.'�'ou, d :c:flees. - - _. ^e -:� aSSiilT e^. -- '�� =Cr.is bascC'J% cOnC:tiOns'NhIC:, existed ' anC ''':?`:e: Cf ad itiOnal its;�'.V^iC' C.. -e , tr su.tsurfaee e:.-=:crac:on._cnstruc:fon!{ecisions by ir:.:e^::i ^,itat:ons it cGse� �ccr, the excloracor; - �• - :I_i=:ril!i�:nr•;1i:r:re^l iitCi?':4i aor'rl a;l7r'ic?i.i{i?iKirli`[iii:^le. r:nCi-o:r, tvhcs?;n .l ? C prog-am. neto a`roic cos-`•t" proc:ems. cthe C?a< ✓•C -he j_O- '��cn��n;ca. nn-inter:o�arnr_n now a-'. .actors _ _ -- - , :o _., _a:n o n . y tea ;.:ca!consultant:o iear. :r ',dit:cnai -esu art= C"' -� ,, f `:�� . ::,ani_ sucse.. ��� _ - _ �Grc...a a.. .sable ce�ore construc::cn sar_c. CJRSC:'_C::Cn CCeraclCrS aC Jr aCiacef cC _'> Site- 4inC (_n!eSs :Cl:. =OnS.:ibi-g-Z 1CeC'niCa. e^`;:::�.r inClCates _ �,.�.. SLCa PI e3C_.^.^ _= c r z;'o'1nd- OC"?C.visc. 10•'.it',JZG(?c�?riic:ll?n!Jfi!?-.:r?i 'C?0'- :iiC)Cl[:{ i1G( a �r- • i. n'conditions water.I;.___.. chs ma! iso tiff.._.s.:..sur:ac_.:o A 0?us :i. - _ 1 - - _ `,`art '�..!-2c 'k--.e^ :ie nature Of 7-i '^CO _:'� is and. ne Continuing ade-,UaCi Of a- .lnlC l c:� sec st _,C:" _ be' recd,_. i ne �eocechnicai erginer shOulC <ept c-anC?o. for example.if an O. ice o.i:d;,,g will oe A �,� -- :f a refr��� aocriszed of any such everts. and should c or.sult_d to erected instead of a paring ; �. _ de. - are ,opo _' eh be' •, ___- c orae' if additional tasks r� , ssar;: ti.__ .van . ouse`.viii Guilt., s� _� an unre- trig_ atn_d one: . vier tie size or�onfi;t_:=:`.cn of:he �rcceser� GEO T ECHNICAL SERVICES ARE sZ7_,ct:1re is akered: PERFORNIED FOR SPECIFIC PURPOSES -'-e!cCat:On or or:erca:.or, cf :-_ crcccsed AND PERSONS St:�CtuCe i5,TrCdifie�: • '!-..en _riere is a cr,an=�_ , 0ac • ^ tme-_,C f Jr - Clica-:on c0•an adi=cenc sit_. ' -^�_n'fark ec!findividuals. AreOCCt pre- • %_ _. ;c ne_ds of s� C Ino! !lilriGt!i'._?�f SiG�!SlC'!:: 1 Jr%rOD[ZmS lCa or a consuk;ill C'.vil 2^y! ne'r rrna`•/ ncc be aCe- Wl?!cel pita,, i?:'?rG7 if,%eCI Fir?%ici C33?S,li:?i afr?r•:i_:orS consid- qua­rCr 3 Conscruc:ion contractor.Or ever some ocher OL,CCnsuting Civil enginetan Unless indiC3Ce_^ 'erorr•s ieve.o,nmear e.^.vi52. " chis report'.vas prepared expressly 'or the cies[involved and expressly for. urposes indicated by -,he client. Use IMOS T GEOTECHNICAL "FINDINGS" by any ocher persons for any purpose.or by the client ARE PROFESSIONAL ESTIt�tATES for a different purpose. may result in preoierris. No incii- f vidual other than the client should avriy this re,-ort for its �. part „ - C lntznaed ur OSZ ulthout "est con zrr;n .Vltll iit2!ZGt?chn(C.I[ Sic_ _.ccic.-_:cin idencifies ac:ual subsurface onditions p 7 n f g' 3 only at those points where samples are cakes, when eraineer. No person shou[u ajmiy this recap(for wu purr-ose tne`i aha :a-en. C?_t3 C=.'iY?d ::rrOti�' Sao':^ii:;7 3nC SUb- other:flan :hat Jriginail'.1 cont?tlt.^rU(e!i .viti!cu('r3c.on,'?rring a ♦ ^..ten- J ' -^+ �ta� ` 1ar•� LVf'%? :lie ,le_^(?:ilYl:c:l[?nL71nZ?• ser _nc -'�r '_Jr'J szma are�xc- Gl _ 7-••�- Page 231 of 595 L� Table of Contents Item Pacre 1.0 INTRODUCTION 1 I 1.1 Purpose 1 1.2 Scope of Services 1 1 2.0 EXPLORATION PROGRAM RESULTS 2 2.1 Exploration Scope 2 2.2 Surface Conditions 2 2.3 Subsurface Conditions 3 2 .4 Water Levels 5 3.0 ENGINEERING REVIEW 5 3 .1 Project Data 5 3 .2 Piping/Trenching Considerations 7 3 .3 Equalization Basin 9 3 .4 Aeration Basin, Clarifiers and Buildings 10 3 .4 .1 Site Considerations 10 3 .4.2 Foundation Recommendations 11 3 .4 .3 Subsurface Drainage 13 3 .4.4 Soil Corrosion Potential 13 3 .4 .5 Floor Slabs 16 3 .4.6 Lateral Earth Pressures 16 L 3 .5 Borrow Areas 17 L 3 .6 Site Preparation 18 4 .0 CONSTRUCTION CONSIDERATIONS 18 5 .0 FIELD OBSERVATION 19 6.0 FIELD EXPLORATION PROCEDURES 20 6 .1 Soil Sampling 20 6.2 Soil Classification 20 7.0 STANDARD OF CARE 21 APPENDIX Drawings/Maps Table 1 - Compaction Table 2 - Lateral Earth Pressures Boring Logs Classification of Soils for Engineering Purposes General Notes Soil/Groundwater Corrosion Potential Test Results Standard/Modified Proctor Results • Hunting On Page 232 of 595 r� #7700 94-292 - Page 2 3 . Explore the subsurface conditions along the proposed river diffuser pipe by means of two Flight Auger borings (B-46 and B-72) to depths of 30 feet below existing grades. 4. Explore the subsurface conditions in two potential borrow areas by means of sixteen Flight Auger borings (B-47 through B-62) to depths of 15 feet below existing grades. 5. Explore the subsurface conditions along the proposed lagoon outfall sewer line by means of nine Flight Auger borings (B-63 through B-71) to depths between 20 and 30 feet below existing grades. 6. Submit a report of completed work, including logs of the test borings, a sketch illustrating the boring locations, and the results of laboratory tests along with our engineering recommendations. 2 .0 EXPLORATION PROGRAM RESULTS 2.1 Exploration Scope t rM The fifty six test borings for this proj ect were drilled between September 12 and December 12, 1994 . They were advanced at the approximate locations indicated by r� Mr. Richard Buenger of RUST Environmental & Infrastructure, Inc. as illustrated on the Boring Location Maps (Figures 1 through 7) in the Appendix. The test boring surface elevations of test borings B-1 through B-20 were also provided to us by Mr. Richard Buenger. 2.2 Surface Conditions The site for the proposed blower building, aeration basin, final clarifiers, the return activated sludge (RAS) building, the waste activated sludge (WAS) building, the thickened activated sludge (TAS) building, the gravity thickener building, and the post aeration building is a relatively level grassy area located directly west and south of the existing trickling filters at the waste r water treatment facility on Easton Avenue in Waterloo, Iowa. Existing grades at the boring locations (B-1 through B-20) in the vicinity of these structures Hmt-ingdon Page 233 of 595 #7700 94-292 - Page 4 overlying granular alluvium underlain by limestone bedrock. One test boring (B- 37) within the location of the proposed equalization basin and three test borings (B-65, B-69, and B-70) along the location of the proposed lagoon outfall sewer encountered glacial till between the granular alluvium and limestone bedrock. The fill encountered by the test borings in the vicinity of the proposed aeration basin, tanks, and buildings consisted of mostly dark brown to black sandy clay and extended to depths between 3 and 8 feet below existing grades. The consistencies of the cohesive fill soils, as determined by the Standard Penetration Test, ranged between soft and medium stiff. The topsoil encountered by the borings consisted of silty sand and extended to depths between 1 and 5 feet below existing grades. All the test borings encountered granular alluvium beneath the fill/topsoil. The granular alluvium generally consisted of sand and silty sand. Relative densities of the granular alluvium ranged between loose to dense, relative density generally increasing with depth. The test borings advanced in the vicinity of S the aeration basin, clarifiers, buildings, river diffuser pipe and the borrow areas terminated in the granular alluvium at depths between 15 and 60 feet below existing grades. Several test borings at the location of the proposed equalization basin and the lagoon outfall sewer also terminated in the granular alluvium at depths of 30 feet below existing grades. Test borings B-37, B-65, B-69, and 3-70, encountered glacial till consisting of sandy lean clay and fat clay beneath the granular alluvium. Test borings B-65, B-69 and B-70 terminated in the glacial till at depths between 20 and 30 feet below existing grades. Test borings B-36, B-37, and B-66 through B-68, encountered limestone bedrock either beneath the alluvium or beneath the glacial till. These test borings encountered auger refusal in the limestone bedrock at depths between 11 and 29.5 feet below existing grades. • Hunting 0� Page 234 of 595 ._Y #7700 94-292 - Page 5 2.4 Water Levels I Ground water accumulation was monitored in the test borings during and shortly after completion of drilling operations. Piezometers were installed in borings B-4, B-13, B-19, B-20, and B-37. Long term ground water accumulation was monitored in these piezometers following drilling. The results of all our water level observations are indicated on the boring logs. Ground water was observed in several test borings at depths between 10.5 and 19.2 feet below existing grades. Ground water was observed at depths of 13 .4, 10.5, 15.2, 19.3, and 11.9 feet below existing grade in the piezometers installed in borings B-4, B-13, B- 19, B-20, and B-37, respectively. We wish to point out that these ground water observations are not necessarily a true indication of the static ground water conditions. In order to accurately determine the static ground water level, observation over a long period is w usually required. Such periods of observation are normally not available in a typical soil boring program. Seasonal and annual fluctuations in ground water 4 levels can be expected to occur. 3.0 ENGINEERING REVIEW 3 .1 Protect Data The engineering recommendations provided in this preliminary report are based on our understanding of the project as described in the following paragraphs. The recommendations are valid for a specific set of project conditions. If the �•y characteristics of the project change from those indicated in this section, it is necessary that we be notified so that we can determine whether the changed conditions affect our recommendations. t Hmfingdon Page 235 of 595 #7700 94-292 - Page 6 We understand RUST Environmental & Infrastructure, Inc. anticipates improvements of the existing waste water treatment facility in Waterloo, Iowa. We were informed new construction will include an equalization basin, a blower building, an aeration basin, final clarifiers, a return activated sludge (RAS) building, a waste activated sludge (WAS) building, a thickener building, a thickened activated sludge (TAS) building, a post aeration basin, a final effluent pump station, and associated pipeline including a lagoon outfall sewer line and a river diffuser pipe. The proposed equalization basin will consist of two (2) cells bounded by earth berms and will be approximately 13 feet deep with a maximum water depth of ten (10) feet and a freeboard of three (3) feet. The base of the ecrualization basin will be sloped down from east to west. Approximately 6 feet of fill and approximately 5 feet of cut will be required at the east and west end of the basin, respectively, to achieve desired final grades of the base of the basin. We were informed the basin will be provided with a synthetic liner. The ecrualization basin will be capable of storing approximately 20 million gallons of waste water. A pump station will be located at the east end of the basin to pump waste water from a sewer line to the equalization basin. The proposed blower building will be a single story slab-on-grade structure and will house relatively heavy 800 horsepower blowers. Finish floor of the blower building will be at an elevation of approximately 846.5 feet. Approximately 8 feet of fill is anticipated at the location of the blower building to achieve desired final grade. Plan dimensions of the proposed aeration basin will be on the order of 250 x 300 feet. The floor elevation of the aeration basin will be at an elevation of 825 feet, approximately 10 feet below existing grades. The walls of the aeration basin tank and the grade surrounding the aeration basin will extend approximately 10 feet above existing grades. The final clarifiers and RAS building will be located south of the aeration basin and will extend to an elevation of approximately 823 feet or approximately 11 feet below grade. The Himfingdon Page 236 of 595 #7700 94-292 - Page 7 clarifier tanks/RAS building walls and surrounding grade will extend approximately 7 feet above existing grades. The WAS building will be a two story building including a lower level. The lower level finish floor will be at an elevation of approximately 828 .5 feet. The TAS building and the gravity thickener building will be single story slab-on-grade buildings with finish floor elevations of approximately 843 feet. Two potential borrow areas located to the north of the site are being considered as a source of fill required for this project. The soil from the borrow area(s) will be used as fill around and beneath the buildings/tanks and for the earth berms of the equalization basin. A lagoon outfall sewer pipe will connect an existing anaerobic lagoon on Independence Avenue to the proposed satellite plant. The lagoon outfall sewer pipe will consist of a 36 inch diameter pipe and will be supported at a depth of approximately 10 feet below existing grades. The river diffuser pipe will consist of a 60 inch diameter pipe and will discharge treated waste water into the Cedar River south of the facility. The invert of the river diffuser pipe will be approximately near the river bottom at the discharge point or near elevation 814 feet- . 3 .2 Piping/Trenching Considerations As mentioned previously, a lagoon outfall sewer line and a river diffuser pipe will be installed at depths of approximately 10 and 20 feet below existing grades, respectively. Ground water levels observed at the time of the field exploration along the location of the river diffuser pipe were located within the Jgranular (sand) alluvium approximately fifteen (10) feet above the planned depth of excavation for the river diffuser pipe. Excavations in granular soils (sand) below the water table will be subject to caving and sloughing and will induce a "quick" condition in the proposed foundation bearing materials which could result in differential settlement. Therefore, localized dewatering using sand points or wells will be necessary to complete the excavation to the planned depth. The Hmfingdon Page 237 of 595 #7700 94-292 - Page 8 dewatering operations should be designed to maintain water levels a minimum of '• two (2) feet or more below the bottom of the excavation throughout the construction period to prevent seepage forces (upward) which could reduce foundation support or cause excavation slope instability. Ground water levels within the location of the lagoon outfall sewer were located approximately 1 foot above the proposed depth of excavation at the time of this exploration. Seasonal ground water fluctuations can be expected to occur. Therefore, localized dewatering may be required at several locations along the sewer line. The need for dewatering operations along the lagoon outfall sewer should be evaluated at the time of construction. The contractor should be aware that dewatering operations within the sand may cause consolidation of the existing soils and result in settlement of the area within the drawdown basin created by dewatering. This may have an adverse impact on existing structures in proximity to the excavation. P_ cofferdam may have to be constructed at the point of discharge of the river diffuser pipe to prevent river water from entering the construction area. Safety regulations (OSHA) require that excavation slopes within the granular soils (sand) encountered in the test borings either be flattened to a maximum slope of 1:2 (vertical to horizontal) or shored, braced or reinforced to provide a stable condition. Conventional shoring or bracing could consist of driven sheet piles or trench boxes with appropriately designed bracing to withstand the anticipated lateral earth pressures. Estimated lateral earth pressure parameters are provided in the Lateral Earth Pressure section of this report. Limestone bedrock was encountered in test borings B-66 through B-68 along the location of the lagoon outfall sewer, at depths between 5 and 10 feet below existing grades. The test borings encountered auger refusal in the limestone bedrock at depths of 15, 19, and 11 feet below existing grades in test borings B-66, B-67, and B-68, respectively. Based on our experience, it is normally Huntingdon age 38 of 595 } #7700 94-292 - Page 10 Granular soils with inferred relatively high permeability were encountered at the location of the equalization basin and the potential borrow areas. A compacted soil liner or a synthetic liner will be required to meet current IDNR requirements. Design of the proposed synthetic liner should be conducted in accordance with the manufacturer's recommendations. The coefficient of friction between the synthetic liner and the proposed berm sideslope should be verified i to ensure compatibility with slope geometry. If the friction coefficient is not J[ adequate to prevent sliding between the berm and the liner, additional resistance to sliding may be achieved by "anchoring" the liner to the berm with appropriate construction details. The synthetic liner subgrade should be smooth and free of sharp or angular particles (cobbles, rocks, etc. ) to minimize the potential for liner failure due to cuts or punctures. The leakage integrity of the synthetic liner should be field verified at the time of construction to ensure that lagoon liquid does not permeate the berm soils and cause slope instability. A pump station will be located at the east end of the equalization basin in the vicinity of test borings B-36 and B-37 . The pump station will extend to a depth of approximately 20 feet below grade. Ground water levels in the piezometer installed in test boring B-37, at the time of the field exploration was at a depth of 11.9 feet below existing grade within the granular alluvium. Dewatering and excavation sideslope flattening or shoring or bracing as described in the previous section entitled "Piping/Trenching Considerations" will be required to complete the excavation to the planned depth. 3 .4 Aeration Basin, Clarifiers, and Buildings 3 .4.1 Site Considerations Ground water levels at the time of the field exploration in piezometers installed in borings B-4 and B-13, were located within the granular (sand) alluvium near the planned bottom elevation of the aeration tank, final clarifiers and return Hunting on Page 239 of 595 #7700 94-292 - Page 11 activated sludge building. Higher ground water levels could occur with fluctuations in precipitation. Excavations in granular soils (sand) below the water table will be subject to caving and sloughing and induce a "quick" condition in the proposed foundation bearing materials which could result in differential settlement of the structures. Therefore, localized dewatering using sand points or wells will be necessary to complete the excavations for the r aeration basin, final clarifiers, RAS building, and associated piping, to the planned depths. Dewatering operations should be designed to maintain water levels a minimum of three (3) feet or more below the bottom of the excavation throughout the construction period to prevent seepage forces (upward) which could reduce foundation support or cause excavation slope instability. The contractor should be aware that dewatering operations within the sand may cause consolidation of the existing soils and result in settlement of the area within f the drawdown basin created by dewatering. This may have an adverse impact on existing structures in proximity to the excavation. Safety regulations (OSHA) require that excavation slopes in the granular soils (sand) encountered in the test borings either be flattened to a maximum slope of 1:2 (vertical to horizontal) or shored, braced or reinforced to provide a stable condition. 3 .4.2 Foundation Recommendations Foundation conditions have been analyzed using the test boring data, our experience with the soil types, and our understanding of the proposed construction. Hmt-ingdon Page 240 of 595 l #7700 94-292 - Page 12 Based on the test boring data and the bearing elevations of the proposed structures, foundations for the proposed aeration basin, final clarifiers and RAS building would bear in the existing granular alluvium. In our opinion, these soils are capable of providing support for the anticipated loads of the structures. Foundations for the proposed aeration basin bearing in the existing granular alluvium at a minimum depth of 10 feet below existing grades may be proportioned for a maximum net allowable soil bearing pressure of 3500 pounds per square foot. Foundations for the proposed final clarifiers, the RAS building, the WAS building, the post aeration building and the final effluent pump station bearing in the existing granular alluvium at a minimum depth of 6 feet below existing grades may be proportioned for a maximum net allowable soil bearing pressure of 2500 pounds per square foot. Based on the test boring data and the bearing elevations of the proposed structures, foundations for the proposed blower building, the thickener building, and the TAS building, would bear in new compacted fill required to achieve desired final grades. Foundations for these structures bearing on a minimum of two feet of new compacted fill may be proportioned for a maximum net allowable soil bearing pressures of 2500 pounds per square foot. We estimate that long term total settlement for foundations installed as described above will be less than 1 inch and differential settlement may be on the order of 3/4 of the total settlement under the magnitude of anticipated Ustructural loads. To minimize the detrimental effects of seasonal moisture h variation and frost penetration, all exterior foundations in unheated areas should be established a minimum of 4 feet below final grade. The foundations should be adequately reinforced to limit deflections over areas exhibiting non- uniform soil support conditions. i Hmthig on Page 241 of 595 �1 #7700 94-292 - Page 13 Water should not be allowed to accumulate in footing excavations for a prolonged period of time as this could result in loosening of the soil and reduction in the foundation material's support characteristics. Sump pumps and gravity drainage may be used for dewatering foundation excavations within cohesive soils. Excavations in granular soils (sand and gravel) may require well points and localized dewatering to minimize the potential for inducing a "quick" condition. 3.4.3 Subsurface Drainage Ground water levels at the time of this exploration were located near the proposed foundation base of the aeration basin at a depth of approximately 10 feet below existing grades; however, higher ground water levels could occur with fluctuations in precipitation. Project design provisions should be made to accommodate excess buoyant forces that will result due to the depth of the structures below the ground water levels. The magnitude of excess buoyant forces acting on the base of a structure will depend on the differential height between ground water level and base of the structure, excess buoyant forces being proportional to differential height. Foundation design provisions may include engaging sufficient buoyant soil backfill and foundation weight to provide the necessary uplift resistance or providing full depth subsurface drainage. Subsurface drainage could consist of a subsurface perimeter drainage system installed in accordance with the requirements described in the section in this report entitled Lateral Earth Pressure. 3 .4.4 Soil Corrosion Potential It is generally recognized that there are four types of corrosion in soil: corrosion in undisturbed soil, corrosion in disturbed soil, bacterial induced corrosion, and corrosion by stray currents. The rate controlling step for the corrosion process in undisturbed soil is directly related to the rate of Hmflngdon Page 242 of 595 #7700 94-292 - Page 14 diffusion of oxygen which is generally low in undisturbed soil. Therefore, it has been observed that soil resistivity, soil pH and soil chemical content have little effect on the corrosion process in undisturbed soil. Corrosion potential in disturbed soil may be greater than undisturbed soil due to the increased availability of oxygen necessary for cathodic reaction. In addition, soil resistivity, soil pH, and soil chemical content can have an appreciable affect on-soil corrosion potential. It should be recognized that a metallic subsurface structure which passes through a disturbed-undisturbed soil interface may undergo some corrosion attack due to the oxygen availability differences between the two soil types. Bacterial corrosion is dependent upon several factors including the presence of bacteria and the presence of sulfates and organic matter in the soil which the bacteria need for existence. Bacterial corrosion is not dependent on oxygen availability because generally the bacteria thrive in an anaerobic condition. If sulfates and/or organic matter are not present in the soil environment, even though bacteria may exist they cannot survive without these components and corrosion potential will be low. History has shown that stray currents within the subsurface environment can cause severe corrosion affects on buried metallic structures. A common example of this situation exists when a metallic system with cathodic protection interferes with a non-protected system in the vicinity. Stray current corrosion is not dependent upon the soil parameters previously discussed. Representative soil and ground water samples from test borings 3-4, B-13, B-19 and B-20, were tested in the laboratory for corrosion potential in accordance with methods of the Ductile Iron Pipe Research Association. The results of these tests presented in the following Tables A and B and in the Appendix indicate that • gHmfin don Page 243 of 595 #7700 94-292 - Page 15 the soil and groundwater at this site exhibit a low potential for corrosion on buried metallic structures. Therefore, corrosion protection of buried metallic structures is not necessary at this site. The laboratory test results indicate that sulfide bacteria were not present and therefore, the potential for bacterial corrosion is minimal. In addition, sulfate resistant cement is not necessary; Type 1 Portland Cement should be adequate for construction purposes at the site. Table A Soil Corrosion Potential Test Results Test Depth pH Resistivity Water Sulfide Boring (ft) (ohm-cm) Soluble Sulphates (PPM) B-4 5-7 7.4 34000 <1 Negative 10-12 7.6 20060 9 Negative 15-17 8 .9 20400 8 Negative 20-22 7.7 7820 8 Negative B-13 5-7 8 .0 34000 4 Negative 10-12 8 .0 7480 12 Negative 15-17 8 .5 8840 44 Negative 20-22 8 .5 7820 15 Negative B-19 5-7 8 .0 34000 5 Negative 10-12 8 .2 34000 6 Negative 15-17 8 .6 10880 13 Negative 20-22 8.7 8500 13 Negative B-20 5-7 7.3 2480 12 Negative 10-12 7.4 1940 690 Negative 15-17 9.1 20060 5 Negative 20-22 8.9 11900 9 Negative Huntingdon Page 244 of 597 l #7700 94-292 - Page 16 Table B Ground Water Corrosion Potential Test Results Test Boring Langleir's Index (at 25°C) B-4 0.36 B-13 0.16 B-19 0.14 B-20 0.15 3 .4.5 Floor Slabs As discussed in the Site Preparation section of this report, the building floor slabs should be supported on structural fill. We recommend that a minimum of 1 foot of engineered fill compacted to the degree indicated in Table 1 be provided under the floor slabs of the buildings. We estimate that floor slabs for the proposed buildings subjected to loads up to 250 pounds per square foot would settle less than 1 inch and have a modulus of subgrade reaction of 125 pounds per cubic inch. 3 .4.6 Lateral Earth Pressures Subsurface walls of aeration tanks, clarifiers, pump stations, and other walls retaining earth will be subjected to lateral earth pressures. Estimated lateral earth pressures for cohesive and cohesionless (granular) backfill are presented in the enclosed Table No. 2. Cohesionless (granular) backfill lateral earth pressure parameters may be used where granular backfill is installed behind the subsurface wall in accordance with Figure 1. The minimum limit line for granular backfill is based on a 2 :1 (vertical to horizontal) slope or flatter. The area between the required minimum zone of granular material and the actual limits of excavation may be backfilled with either cohesive or granular soils. Hunting on Page 245 of 595 l #7700 94-292 - Page 17 Active earth pressure design assumes the top of the wall can deflect; if the top of the wall is restrained, higher lateral earth pressures will develop against the wall and the at-rest pressure parameters should be used for design. Increased pressures can also develop from restricted soil drainage, surcharge loads adjacent to subsurface walls and over-compaction of the backfill adjacent to exterior foundation walls. Walls retaining fine=grained soils, and subjected to seasonally depressed temperatures, may be subject to long-term accumulative movement due to soil creep and freeze-thaw action. It is desirable to use free draining granular backfill behind such walls to minimize this movement. We recommend that a chimney of clean granular material (similar to I.D.O.T. Specification 4131) be placed directly against the back of these walls and that the chimney by connected to a drain system. An acceptable drain system may be connected using slotted or *' perforated pipe encased in clean granular material and sloped to sumps or storm drains. This perimeter drain will also help to minimize hydrostatic uplift due to high ground water levels. 3.5 Borrow Areas Test borings B-47 through B-62 advanced in two potential borrow areas encountered a general subsurface soil profile consisting of topsoil underlain by granular alluvium. Standard and Modified Proctors were conducted on a representative soil sample from each borrow area in accordance with ASTM D698 and ASTM D1557, respectively. The Proctor results are shown in the Appendix. 9 Ground water levels at the time of this exploration were above the anticipated depths of borrow excavation. Excavation of borrow area soils will involve either dredging of the granular soils below the water table or dewatering of the borrow Huntingdon Page 246 of 595' #7700 94-292 - Page 18 area for conventional excavation. Contractor should be aware that dredging may cause loss of ground adjacent to the borrow area and settlement of nearby structures. 3.6 Site Preparation . � To prepare the site for the planned construction, we recommend the existing root infested topsoil be removed from the construction area. The existing auto salvage building should be demolished and autos should be removed prior to commencement of excavation for the borrow area in the vicinity of the auto salvage shop. Areas to receive fill should be scarified and proof-rolled. The proof-rolling process delineates zones of soft soils which may require additional removal and compaction. Fill should consist of non-expansive soil, free of rubble and organics. The on- site soils, free of organics and rubble, are acceptable material types to be used as compacted fill. Compaction of granular soils to the recommended degree of compaction can generally be attained with vibratory compaction equipment. Generally, proper compaction of cohesive soils can be achieved with sheepfoot or pneumatic type compactors under optimum moisture conditions. The enclosed Table 1 lists various recommended degrees of compaction guidelines for backfill depending upon anticipated future use over the area. 4.0 CONSTRUCTION CONSIDERATIONS E As stated in the Foundation Recommendation section, water should not be allowed to accumulate in footing excavations for a prolonged period of time as this could result in loosening of the soil and reduction in the foundation materials support characteristics. If water levels do not recede over a period of time, dewatering 1 Huntingdon Page-247 of 59b #7700 94-292 - Page 19 with sump pumps, wells or sand points could be necessary. Moisture seepage into excavations in cohesive soils with no wet sand seams should be at a slower rate which would generally be controlled by gravity flow and construction sump pumps. Removal of water by pumping from excavations in sand below the water table could result in a "quick" condition. Water levels should be maintained two or more feet below the bottom of excavation to prevent seepage forces (upward) which could reduce subgrade-support. The contractor should be aware that dewatering operations within the sand may cause consolidation of the existing soils and result in settlement of the area within the drawdown basin created by dewatering. This may have an adverse impact on existing structures in proximity to the dewatering operation. The extent of bracing or sloping of open cut excavations will be dependent upon depth of cut, ground water conditions, soils encountered, length of time the �t excavation will be open, area available for excavation and local governing regulations. Predominantly cohesive soils may appear to stand nearly vertical in shallow excavations for short periods of time. However, soil creep, surcharge loads, precipitation, subsurface moisture seepage, construction activity �. s vibrations and other factors may cause these soils to cave within an unpredictable period of time. The contractor should be aware of applicable ' regulations governing this type of construction and respond appropriately to conditions encountered. 5.0 FIELD OBSERVATION The recommendations presented in this Report are based upon the subsurface conditions found in the borings. It is possible that there are soil conditions Huntingdon Flaye, 248 of 596 #7700 94-292 - Page 20 on-site which were not represented by those borings. Consequently, on-site k observation during construction is considered integral to the successful implementation of the recommendations. I We recommend that field personnel be on-site to verify foundation bearing pressures prior to placement of concrete. Compaction tests should be taken to document that proper compaction is obtained in all fill placed. We suggest one compaction test be taken for every 250 cubic yards of fill placed. 6.0 FIELD EXPLORATION PROCEDURES 6.1 Soil Sampling Soil sampling was performed in accordance with ASTM:D1586 . Using this procedure, a 2" outside diameter split-barrel sampler is driven into the soil by a 140 pound weight falling 30" . After an initial set of 611, the number of blows required to drive the sampler an additional 1211, is known as the "penetration resistance" or "N value" . The N value is an index of the relative density of cohesionless soils and the consistency of cohesive soils. 6.2 Soil Classification As the samples were obtained in the field, they were visually and manually classified by the crew chief in accordance with ASTM:D2488. Representative portions of the samples were then returned to the laboratory for further examination and for verification of the field classification. Logs of the borings, indicating the depth and identification of the various strata, the N value, water level information, and pertinent information regarding the method of maintaining and advancing the drill holes, are attached. Charts illustrating the soil classification procedure, the descriptive terminology and the symbols used on the boring logs are also attached. Himfingdon Pag-e-2T9—of 595 ' #7700 94-292 - Page 21 ; . 7.0 STANDARD OF CARE The recommendations contained in this Report represent our professional opinions. These opinions were arrived at in accordance with currently accepted engineering practices at this time and location. Other than this, no warranty is implied or �j intended. This Report was prepared by: Jaydeep Wagh Geotechnical Engineer �1 I hereby certify that this Report was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the laws of the State of Iowa. Signe � Date: w I c' ael T. ustig, P E. Reg No. 10059 lL M Regist ation ew d to is December 31, 1994 DProofread b C' E HuntingdonPage 250 of 595- _ 1 , J N 'B-1 :.I f LB-21 i L L ri � 1i B-3 B-5 Ir.rl.�r► _r 1 . w (] 50' 10( 2 Q' SCALE!, Ir Ift :, r all F �* �—I -011 r B-15 B-16 B-17 , r w• r r l / ♦ r. 1 y Page 251 of 595 ANAERDBIC'�, i YfASn\ 1 DIG�EST ER� UICDING;' AGRIT ND / 8-20 i FLOCCULATION ��� — PRIMARY Ci II CLARIFIER 1 t' RECIRCULATION FINAL GRAVITY t �PUMP �\ CLARIFIER THICKENER w w �] — GRITi �• STATION i �' w -i 4. REMOVAL �� �, \` / N t� w < j BUILDING \ � —FINAL � � : I PUMP EFFLUENT O `; STATION I .j� ,—THICKENER fF u BUILDING �•� cn N —� M TRICKLING ` �J TRICKLING ` TRICKLING J TRICKLING TRICKLING I I {I 1 C�G Iv Y N FILTER 1 1 FILTER /I FILTER � rn FILTER FILTER � oD n Q: c 'a 1 (L 0 0 I TRICKLING TRICKLING , i' TRICKLING t TRICKLING TRICKLING 1 FILTER FILTER 1 FILTER i FILTER FILTER WAS BUILDING 1 >f B-19 n ® B-18 > — POST — r— FINAL I AERATION y- A 8-2 • B-5 • 9-8 • B-11 B-14 B-'�� CLARIFIER �I, BUILDING (( t. U t Lil Q Z z Ljry — i�..� 0 of _ l` CLARIEFER I B-16Ld B-1 B-4 LLJ V) Ea ~ LJ BLOWER IBUILDIN AERATION ; L- _-; rr�11 rLLJ 1 r 1 \ `, f i 1 RAS L V O I— f,. BUILDING LL: < '•.,� /`�' ;.�' ;, E1NAL �' i FINAL t�,,CLARIFIER i CLARIFIER ) LEGEND u / 'i I •� • B-3 8-12 • B-15 / O SOIL BORING�/ p-�. R_q EXISTING FACILITY / I K '% + PROPOSED FACILITY 1 s a � ' - TABLE 1 RECOMMENDED DEGREE OF COMPACTION GUIDELINES (percent) *Relative Density Standard Proctor (ASTM D 698) D4253 & D4254 Construction Cohesive Cohesionless Cohesionless Analication SOL! Soil Soil Building, Foundation 95% 98% 70% and Roadway Subgrades, and Critical Backfill Areas Backfill Adjacent to 90% 93% 45% Structures Not Support- ing Other Structures - Minor Subsidence Possible Backfill in Non-Critical 85% 88% 20% Areas-Moderate Subsidence Possible * Use Relative Density technique (ASTM D4253 & D4254) where Standard Proctor technique (ASTM D698) does not result in a definable maximum dry density and optimum moisture content. Hmtingdon Page 253 of 595 I TABLE NO. 2 ESTT_M_kTED LATEZa2. EARTH PP.ESSURES` (Equivalent Fluid Pressures) For Vertical Walls and Level Backfill COB=S=ONLySS SOIL COFIESIVE SOIL (Sand) Anproximate Total Density 130 pcf 120 pcf Approximate Buoyant Density 68 58 Approximate Friction Angle 15° - 200 300 - 35° Active Pressure Coefficient: K. 0.5 0.3 At-Pest Pressure Coefficient: R, 0.7 0.5 Passive Pressure Coefficient: E7 Z 3 .3 Ac=ive Ear=s Pressure Drained 65 Dcf 35 pc= Undrained' 95 pcf 80 pcf a--Reser Ea-=i Pressure Dra-; -ed 90 pcf 60 pc= Undrained' 110 pcf 90 pcf P ss�ve Earth Pressure Drained 250 pdf 400 pc Undrained` 135 pcf 190 pcf Excluding Cohesion Shear Strength and Sliding Friction Effects ' Combined Factored Soil Bucvant Unit Weight and Hydrostatic Water Head (62.4 pcf) Excluding Hydrostatic Water Head (62.4 pc') I imfing don Page 254 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE III = 4' BORING NO. B-1 ir PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or QU FEET SURFACE ELEVATION 838.5 ORIGIN CR WL NO. TYPE W D LL PL or ROD SANDY CLAY, dark brown, moist (Cl) FILL 1 HSA 4 2 SS 6.5 SAND, brown, tine grained, brown, moist ALLUVIUM 8.0 (SP) - 9.0 SANDY CLAY WITH SOME SILT, brown, moist (CL) SAND, fine grained, whitish brown (SP) 10 3 SS EE 12.0 SAND, medium to coarse grained, dark :: 1 brown (SP) 15 �_ 4 SS 16 5 SS I 16 6 SS 30.0 WATER LEVEL MEASUREMENTS START 10-11-94 COMPLETE 10-11-94 DATE TIME SAMPLED CASING CAVE-IN I BAILED DEPTHS WATER METHOD I @° DEPTH DEPTH DEPTH LEVEL 3 1/4" HSA TO 40' WITH DRILLING 0-11-94 0' 15.5' 15.5' FLUID FROM 11.5' EAST: NORTH: CREW CHIEF Kent Youn twin city testing corporation Page 255 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE lit = 49 BORING NO. B-1 CONTINUED PROJECT WASTEWATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Ou FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD SAND, fine to medium?rained, brown 15 7 SS i. 11 8 SS 21 9 SS 1.5 END OF BORING �J .y f � U twin city testing corporation Page 256 of 595 r ` I LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE III = 4f BORING NO. B-2 !J PROJECT WASTE WATER TREATMENT PLAINT, WATERLOO, IA !� DESCRIPTION OF MATERIAL N SAMPLE LABORATORY TESTS IN DEPTH GEOLOGIC or QU FEET SURFACE ELEVATION 838.3 ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, mostly sandy clay with glass, FILL 1 HSA organics, dark brown 5.5 11 2 SS SAND, fine grained, dark brown (SP) ALLUVIUM- 10.0 SAND WITH GRAVEL, medium to coarse 13 = 3 SS grained, dark brown (SP) i I (1 I 13 4 SS u � � I s 5 ss 21.5 I SAND, coarse grained, dark brown (SP) i I 6 6 SS 26.5 SAND, fine to medium grained, grayish/brown (SP) I WATER LEVEL MEASUREMENTS START 10-11-94 COMPLETE 10-11-94 DATE TIME SAMPLED CASING CAVE-IN BAILED DEPTHS WATER METHOD DEPTH DEPTH DEPTH LEVEL 3 1/4" HSA TO 40' WITH DRILLING 0-11-9 0' 11' 11' FLUID FR011 11.5' EAST: NORTH: CREW CHIEF Kent Young twin city testing ` corporation Page 257 of 595 LOG OF TEST BORING JOB NO. 7700 94292 VERTICAL SCALE III = 4' BORING NO. B-2 CONTINUED PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA ip DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD 13 7 SS 3 3.0 SAND, fine grained, grayish brown(SP) 21 8 SS 49 9 SS 1.5 u END OF BORING n I� n �j i i twin city testing corporation Page 258 of 595 ? LOG OF TEST BORING JOB NO. 770094-292 VERTICAL SCALE In = 4t BORING NO. B-3 PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or FEET SURFACE ELEVATION 838.9 ORIGIN CR WL NO. TYPE W D LL PL or FILL, mostly sand clay, black FILL I HSA ROD � Y Y Y 11 4.0 r} SAND, fine grained, whitish brown (SP) ALLUVIUM J 2 SS LI a. 12 3 SS Y ' .1 16.0 12 4 SS 1 SAND WITH GRAVEL, fine to coarse grained, Grayish/brown (SP) i r_ I 9 6 SS a i s.0 SAND, fine to medium Grained, grayish 14 6 SS brown (SP) i I J t 30.0 WATER LEVEL MEASUREMENTS START 9-19-94 COMPLETE 9-19-94 SAMPLED CASING CAVE-IN WATER METHOD @ 1630 :l DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL " '• fI` 3 1/4 HSA TO 11.E NILTD ROTARY TO )-19-94 1630 0' 14' 13' 40' EAST: NORTH: CREW CHIEF Jim Reiners twin city testing corporation Page 259 of 595 LOG OF TEST BORING JOB NO. 770094-292 VERTICAL SCALE III = 49 BORING NO. B-3 CONTINUED if PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA, DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD SAND WITH GRAVEL, fine grained, 12 7 SS grayish brown(SP) 17 8 SS I 0.0 SAND WITH GRAVEL, fine grained. 16 9 SS 41 brown (SP) ` END OF BORING L� 3 I �I twin city testing Jcorporation Page 260 of 595 I LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE III = 49 BORING NO. B-4 PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or QU FEET r— 836.9 ELEVATION 836.9 ORIGIN CR WL NO. TYPE W D LL PL or RQD FILL, mostly sandy silty clay, dark brown, FILL 1 HSA moist 5.0 SAND, fine to medium grained, brown ALLUVIUM 10 2 SS (SP) . 1 10.0 11.0 SAND, fine grained, light gray (SP) f 5 3 SS SAND WITH GRAVEL, fine to medium grained. brown. wet (SP) r 1 13 4 SS 16.0 SAND WITH GRAVEL, medium to coarse grained. dark brown (SP) 1 8 1.0 5 SS SILTY SAND, fine grained. light brown r (SM) 7 6 SS _6.0 SAND WITH GRAVEL, medium to coarse -rained, grayish brown(SP) WATER LEVEL MEASUREMENTS START 10-11-94 COMPLETE 10-11-94 DATE TIME SAMPLED CASING CAVE-IN BAILED DEPTHS WATER METHOD @° DEPTH DEPTH DEPTH LEVEL 3 1/4" HSA TO 40' WITH DRILLING i 0-19-94 1446 0' 40' 13.36' FLUID FROM 11.5' I 1 EAST: NORTH: i CREW CHIEF Kent Young { twin city testing corporation Page 261 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE in = 4' BORING NO. B-4. CONTINUED if PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD 13 7 SS 11 8 SS 40 9 SS 1.5 END OF BORING i i I 1 i I i I twin city testing corporation Page 262 of 595 LOG OF TEST BORING JOB NO. 770094-292 VERTICAL SCALE 1" = 4' BORING NO. B-5 PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or QU FEET SURFACE ELEVATION 838.6 ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, mostly silty sand with some FILL 10 HSA organics, dark brown 5.0 SAND WITH GRAVEL, fine grained, ALLUVIUIV 8 2 SS brown, (SP) �. 10.0 SAND WITH GRAVEL, fine to medium 9 3 SS j grained, light brown (SP) — I r Medium to coarse grained from 15' ! 27 4 SS I i 7 I �ll 11 5 sS I.J 20 6 SS 30.0 WATER LEVEL MEASUREMENTS START 9-16-94 COMPLETE 9-16-94 DATE TIME SAMPLED CASING CAVE-IN BAILED DEPTHS WATER METHOD @° 1730 DEPTH DEPTH DEPTH LEVEL 3 1/4° HSA TO 10'• NTUD ROTARY TO 40' )-16-94 1700 0' 13.5' 13' EAST: NORTH: CREW CHIEF Gary Studer twin city testing corporation u . Page 263 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE low = 4' BORING NO. B-5 CONTINUED PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA if DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or ou FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD SAND, fine grained, greenish gray (SW) 18 7 SS L fine to medium ' from 35 14 8 SS i L 0.0 END OF BORING 1 J twin city testing corporation Page 264 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE III = 49 BORING NO. B-6 CONTINUED ir PROJECT WASTEWATER TREAT'MEN'T PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD 11 7 SS F 35.0 SAND, fine to medium grained, grayish 16 8 SS brown (SP) rz 19 9 SS 16 10 SS 19 it == SS 52.0 SAND, fine grained, light gray (SP) 6.0 35 12 SS SAND WITH GRAVEL, fine to medium grained, grayish brown (SP) 60.0 END OF BORING 61.5 �y END OF BORING twin city testing corporation Page 265 of 595 Al LOG OF TEST BORING `I JOB No. 7700 94292 VERTICAL SCALE III = 4' BORING NO. B_7 CONTINUED PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ] ROD n 10 7 SS 15 8 SS 0.0 SAND, fine grained, grayish brown (SP) 20 9 SS 1.5 END OF BORING 1 ' twin city testing i corporation Page 266 of 595 LOG OF TEST BORING i JOB NO. 7700 94-292 VERTICAL SCALE lit = 41 BORING NO. B-8 PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, 1A ip DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS FEET F_SURFACE ELEVATION 834.7 ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, sandy clay, black FILL 1 HSA 3.0 SILTY SAND, fine grained, grayish brown (SM) 15 2 SS 8.0 SAND, fine to coarse grained, light brown ALLUVIUM f (SP) L Moist from 10' 12 3 N SS 11.0 SAND, medium to coarse grained, brown 1. (SP) r� 14.0 ` GRAVEL WITH SOME SAND, reddish = brown, waterbearing (GP) 23 4 SS 19.0 . SAND, fine grained, yellowish brown (SP) ` 23 5 SS _3.0 I SILTY SAND, fine grained, grayish brown (SM) . 23 6 SS 30.0 WATER LEVEL MEASUREMENTS START 10-6-94 COMPLETE 10-6-94 SAMPLED CASING CAVE-IN I WATER METHOD CO 184: DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL 3 1/4" HSA TO 11.5'; iv= ROTARY TO LO-6-94 15' 15' 1 14' 60' I y 1 EAST: NORTH: 1 I CREW CHIEF Gary Studer twin city testing corporation Page 267 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE irr = 4' BORING NO. B_8 CONTINUED ip PROJECT WASTEWATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD 20 7 SS SAND, tine to medium grained, grayish brown (SP) i Medium to coarse grained with gravel a > a + from 34+ 24 8 SS i - f i I i Coarse grained from 40' 16 9 SS �n 5.0 SILTY SAND, tine grained. grayish brown ! 27 10 SS (SNI) 47.0 SAND, fine to coarse grained, grayish brown (SP) i 23 11 SS 53.0 SAND, fine to coarse grained, brown(SP) f 20 12 SS I 12 13 SS 61.5 END OF BORING M twin city testing corporation Page 268 of 595 LOG OF TEST BORING JOB NO. 770094-292 VERTICAL SCALE lit = 49 BORING NO. B-9 r PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA !r DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTIN S or QU FEET SURFACE ELEVATION 835.0 ORIGIN CR WL NO. TYPE W D LL PL or " I I ROD FILL, mostly sandy clay, black FILL 1 HSA 2.0 FILL, mostly lean clay with some sand, dark brown 11 2 SS 7.0 SAND, fine to coarse grained, whitish ALLUVIUM brown (SP) 10 3 SS 12.0 SAND, medium to coarse grained, dark ,- brown (SP) j 16 = 4 SS 20.0 ` SILTY SAND, fine grained, light brown 13 5 SS 1 (Sm) . l f 14 6 SS WATER LEVEL MEASUREMENTS START 9-21-94 COMPLETE 9-21-94 + DATE TIME SAMPLED CASING CAVE-IN BAILED DEPTHS WATER METHOD @ 1615 I DEPTH DEPTH DEPTH LEVEL 3 1/4" HSA TO 11.5'• NIDD ROTARY TO )-21-94 1615 0' 16.5' 1 16' 40' i EAST: NORTH: CREW CHIEF Jim Reiners twin city testing corporation Page 269 of 595 LOG OF TEST BORING JOB NO. 7700 94292 VERTICAL SCALE III = 4' BORING NO. B-9 CONTINUED T PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or RQD 17 7 SS 21 8 SS I 38.0 SAND, fine to coarse grained, brown(SP) 18 9 SS 1.5 END OF BORING ly a 4 I twin city testing ' corporation Page 270 of 595 LOG OF TEST BORING JOB NO. 7700 94-292. VERTICAL SCALE P = 4' BORING NO. B-1 0 PROJECT WASTE WATER TREATMENT PLANT; WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN SURFACE ELEVATION7 of Ou FEET 835.2 ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, SANDY CLAY, black to dark FILL 1 o HSA brown LEAN CLAY WITH SOME SAND, dark brown, from 2' to 7' 8 2 SS 7.0 SAND, fine grained, whitish brown(SP) ALLUVIUM 13 3SS 12.0 SAND, medium to coarse ;rained, dark i brown (SP) 1 8 4 SS LJ i i ' 1 21.0 12 5 SS SAND, fine ;rained, light brown(SP) f fr 1 7 6 SS 6.0 SAND WITH GRAVEL, fine to medium ngrained, grayish/brown(SP) l�} WATER LEVEL MEASUREMENTS START 10-7-94 COMPLETE 10-7-94 DATE TIME SAMPLED CASING CAVE-IN BAILED DEPTHS WATER METHOD I @° 1100 DEPTH DEPTH DEPTH LEVEL 3 1/4" HSA TO 40' 0_7_94 -7-9 1115 0' ill DRY EAST: NORTH: CREW CHIEF Jim Refiners twin city testing corporation Page 271 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE 1" = 4' BORING NO. B-1 O CONTINUED if PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or � ROD 9 7 SS 17 8 SS 24 9 SS END OF BORING l_1 lJ L� twin city testing corporation Page 272 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE P = 4' BORING NO. B-1 1 PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA if i DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET SURFACE ELEVATION 835.7 ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, mostly sandy lean clay, dark-ray F7 FILL 1 HSA and brown KX 2 SS 8.0 r� SAND, fine grained, brown (SP) ALLUVIUi + L 3 SS 4 SS I 0.0 SILTY SAND, fine grained, light brown 12 5 ESS (SM) 11 6 SS l i 30.0 WATER LEVEL MEASUREMENTS START 9-12-94 COMPLETE 9-16-94 DATE TIME SAMPLED CASING CAVE-IN I BAILED DEPTHS WATER METHOD @° 1220 DEPTH DEPTH DEPTH LEVEL 3 1/4" HSA TO 40' ` -12-9 1150 0' 15' 14' EAST: NORTH: CREW CHIEF Jim Reiners twin city testing corporation ' Page 273 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE ill = 4' BORING NO. B-1 1 CONTINUED PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD SAND WITH SOME SILT, fine to medium 17 7 SS grained, grayish brown(SP) With gravel from 35' 16 8 SS Fine to coarse grained from 40' 21 9 SS 1.5 END OF BORING 1 �J twin city testing corporation Page 274 of 595 LOG OF TEST BORING JOB No. 770094-292 VERTICAL SCALE 1" = 4' BORING NO. B-1 2 ip PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN SURFACE ELEVATIONor Qu FEET 834.7 ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, sandy clay with some organics FILL 1 o HSA 4.0 j SAND, fine grained, whitish brown(SP) ALL UVIUM J 12 2 SS I LF 7 3 SS 12.0 SAND, fine to coarse grained, dark brown, wet (SP) I n 10 4 SS lJ a 1 ' 12 6 r= SS I U 15 6 SS 8.0 SAND, fine grained, grayish brown (SP) J. I WATER LEVEL MEASUREMENTS START 9-16-94 COMPLETE 9-16-94 SAMPLED CASING CAVE-IN WATER METHOD a° DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL 3 1/4" HSA TO 11.5'• IMIJD ROTARY TO 60' i EAST: NORTH: CREW CHIEF JIM REINERS twin city testing corporation Page 275 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE III = 4' BORING NO. B_1 2 CONTINUED PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD 15 7 SS 35.0 SAND, fine grained, light brown(SP) 25 8 SS I - I 17 9 SS 6.0 :-' 18 10 SS SAND, fine grained, light gray (SP) ` I y I 50.0 SAND, fine to medium grained, grayish 20 11 SS brown (SP) 24 12 SS t 1; .. 14 13 SS 61.5 END OF BORING I twin city testing corporation Page 276 of 595 LOG OF TEST BORING JOB No. 7700 94-292 VERTICAL SCALE lit = 4' BORING NO. B-1 3 PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS or QU FEET SURFACE ELEVATION 833.0 ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, sandy silty clay, moist FILL 1 HSA 5.0 SAND, fine to medium ;rained, light ALLUVIUM 14 2 SS brown (SP) 11.0 6 1 3 SS SAND WITH GRAVEL, medium to coarse grained, dark brown (SP) ! I i i I rll 16.0 16 4 9 SS l.J SILTY SAND, fine -rained, light brown ! i 13 SS i i L 16 6 SS f ! nI I ` WATER LEVEL MEASUREMENTS START 10-11-94 COMPLETE 10-11-94 r'�U SAMPLED CASING CAVE-IN I WATER METHOD @°DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL 3 1/4" HSA TO 40' WITH DRILLING 0-19-94 1413 0' 40' i 10.54' FLUID FROM 11.5' f EAST: NORTH: i. CREW CHIEF Kent Yount,- twin city testing corporation _ Page 277 of 595 LOG OF TEST BORING JOB NO. 7700 94292 VERTICAL SCALE ill = 4' BORING NO. B-1 3 CONTINUED PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DESCRIPTION OF MATERIAL N SAMPLE LABORATORY TESTS DEPTH GEOLOGIC IN or Qu • FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD 16 7 SS f � 33 8 SS I � I 1.5 END OF BORING I � I 14 U i twin city testing corporation Page 278 of 595 F LOG OF TEST BORING ' JOB NO. 770094-292 VERTICAL SCALE III = 4' BORING NO. B-1 4 PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, 1A DEPTH DESCRIPTION OF MATERIAL GEOLOGIC or Qu IN N SAMPLE LABORATORY TESTS FEET SURFACE ELEVATION 833.6 ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, lean clay with sand and organics, FILL 1 0 HSA dark black i sandy lean clay, black, from 2' to 8' f 10 2 E SS 8.0 - SAND WITH GRAVEL, coarse grained, ALLUVIU brown, wet (SP) j 5 3 SS Z I Waterbearing from 13' — i 15.0 i SAND, fine grained, light brown (SP) 10 4 SS 17.0 SAND WITH GRAVEL, coarse ;rained, brown (SP) i i ! 10 5 SS i 19 6 SS � I lJ 30.0 WATER LEVEL MEASUREMENTS START 9-17-94 COMPLETE 9-17-94 DATE TIME SAMPLED CASING CAVE-IN BAILED DEPTHS WATER METHOD L @° 1400 3 1/4 HSA TO 23 iV1UD ROTARY TO 60 DEPTH DEPTH DEPTH LEVEL �� �• ' 0' 13' 13' EAST: NORTH: CREW CHIEF Jim Reiners twin city testing corporation Page 279 of 595 LOG OF TEST BORING JOB NO. 770094-292 VERTICAL SCALE its = 4') BORING NO. B-1 4 CONTINUED PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD SAND, fine grained, grayish brown(SP) 15 7 SS 1 33 8 SS I i 37 9 SS 1:3g 22 10 SS II 18 11 SS 18 12 SS 60.0 END OF BORING I twin city testing corporation Page 280 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE lit = 4' BORING NO. B-155 PROJECT WASE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGICIN N SAMPLE LABORATORY TESTS ip or Qu FEET SURFACE ELEVATION 833.2 ORIGIN CR WL NO. TYPE W D LL PL or l I ROD yr FILL, sandy clay with some organics, dark FILL 1 o HSA brown Sandy clay from 2' to 7' 7 2 SS 7.0 E SAND WITH SOME GRAVEL, coarse ALLUVIUM grained, wet (SP) 7 3 SS 3 4 SS 1 I 1 1.0 9 5 SS SILTY SAND, fine grained, light brown (SM) { I 6 SS 1 30.0 WATER LEVEL MEASUREMENTS START 10-7-94 COMPLETE 10-7-94 DATE TIME SAMPLED CASING CAVE-IN BAILED DEPTHS WATER METHOD 1515 { �� HSA TO 30 ,3 1/4 1VTUD ROTARY TO 30� J[ DEPTH DEPTH DEPTH LEVEL �• � 0-7-9 1515 0' 13' DRY i EAST: NORTH: J CREW CHIEF Jim Reiners twin city testing corporation Page 281 of 595 LOG OF TEST BORING JOB NO. 770094-292 VERTICAL SCALE lit = 4' BORING NO. B-1 5 CONTINUED ip PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DESCRIPTION OF MATERIAL DEPTH GEOLOGIC N SAMPLE LABORATORY TESTS or Ou FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD SAND WITH GRAVEL, fine to medium 12 7 SS grained, grayish brown(SP) A 1.5 END OF BORING :+VSs twin city testing corporation Page 282 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE III = 4' BORING NO. B-1 6 PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or QU FEET SURFACE ELEVATION 836.0 ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, sandy lean clay, some organics, dark FILL 1 o HSA brown 6.0 11 2 SS SAND, fine grained, whitish brown(SP) ALLUVIUM 8 3 SS i 15.0 1 SAND WITH GRAVEL, fine to medium 9 = 4 SS grained, grayish brown (SP) 12 5 SS I I I 10 6 SS I i i I i U 30.0 WATER LEVEL MEASUREMENTS START 10-10-94 COMPLETE 10-10-94 SAMPLED CASING CAVE-IN WATER METHOD °@ 1115 DATE TIME BAILED DEPTHS �� 3 1/4 HSA TO 40 DEPTH DEPTH DEPTH LEVEL 0-10-9 1020 15, 16.5' 15, 4 EAST: NORTH: CREW CHIEF Jim Reiners twin city testing corporation 1 j Page 283 of 595 f LOG OF TEST BORING JOB NO. 7700 94292 VERTICAL SCALE ill = 49 BORING NO. B-1 6 CONTINUED PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DESCRIPTION OF MATERIAL N SAMPLE LABORATORY TESTS DEPTH GEOLOGIC IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL Ror OD SAND WITH GRAVEL, fine grained, light 18 7 SS grayish brown (SP) i 17 8 SS 20 9 SS n 1.5 U END OF BORING s a i I I 3 ill I 1 i i I I I I i I i i I ' twin city testing corporation Page 284 of 595 LOG OF TEST BORING JOB NO. 770094-292 VERTICAL SCALE ill = 49 BORING NO. B-1 7 PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or QU FEET SURFACE ELEVATION 836.6 ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, sandy silty clay, moist FILL 1 HSA 4.0 SAND WITH GRAVEL, fine grained, dark ALLUVIU brown, moist (SP) 4 2 SS 10.0 SAND, fine grained, whitish brown(SP) 14 3 SS 1 15.0 ` SAND WITH GRAVEL, medium to coarse 1 13 4 E SS grained. dark brown (SP) ! n � IIj 28 SS 21.0 I SILTY SAND, fine grained, light brown (SM) L � a25 6 SS n ! WATER LEVEL MEASUREMENTS START 10-12-94 COMPLETE 10-12-94 DATE TIME SAMPLED CASING CAVE-IN BAILED DEPTHS WATER METHOD I °@ DEPTH DEPTH DEPTH LEVEL 3 1/4" HSA TO 40' WITH DRILLING 0-12-94 0' 15' 14.5' FLUID FROM 11.5' EAST: NORTH: CREW CHIEF Kent Youn twin city testing corporation Page 285 of 595 LOG OF TEST BORING JOB No. 7700 94292 VERTICAL SCALE III = q' BORING NO. B-1 7 CONTINUED PROJECT WASE WATER TREATMENT PLANT, WATERLOO, IA DESCRIPTION OF MATERIAL DEPTH GEOLOGIC N SAMPLE LABORATORY TESTS or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD 12 7 SS 19 8 SS 0.0 SILTY SAND, fine grained, grayish brown 17 9 SS 1.5 (SM) END OF BORING i I n U D I D a � twin city testing corporation Page 286 of 595 LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE ill = 4' BORING NO. B-1 8 ip PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or QU FEET SURFACE ELEVATION 837.4 ORIGIN CR WL NO. TYPE W D LL PL or ROD SANDY SILT, dark brown, (ML) ALLUVIUM 1 HSA 3 2 SS i - 11.0 4 3 SS SAND, fine grained, light brown (SP) i 14.0 l'SAND WITH GRAVEL, medium to coarse grained. brown (SP) 5 4 SS 17.0 .:: GRAVEL WITH SAND, reddish/brown, waterbearing (GP) .0 A 1> 5 - SS 3.0 SILTY SAND, rine grained, yellowish } brown (SM) 14 6 SS . l �J WATER LEVEL MEASUREMENTS START 10-7-94 COMPLETE 10-7-94 L 1 SAMPLED CASING CAVE-IN WATER METHOD @ 1645 )I DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL 3 1/4" HSA TO 11.5'; MUD ROTARY TO 0-7-94 1200 20' 21.5' 17' 60' EAST: NORTH: I CREW CHIEF Gary Studer twin city testing J corporation Page 287 of 595 LOG OF TEST BORING JOB NO. 7700 94292 VERTICAL SCALE lit = 4' BORING NO. B-1 8 CONTINUED ip PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD 22 7 SS 27 8 SS 0.0 SAND WITH SOME SILT, fine grained, 38 9 SS or brown (SP) i t..'i l Silt lenses at 45' I 27 to SS i 1 47 11 SS I i ] Fine to coarse grained, with gravel, from 21 12 SS _55' ; n i I I 17 13 SS 61.5 EVD OF BORING twin city testing corporation Page 288 of 595 LOG OF TEST BORING I JOB NO. 770094-292 VERTICAL SCALE III = 4' BORING NO. B-1 9 i PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA JI DESCRIPTION OF MATERIAL N SAMPLE LABORATORY TESTS DEPTH GEOLOGIC IN or QU FEET SURFACE ELEVATION 834.6 ORIGIN CR WL NO. TYPE W D LL PL or FILL, sandy silty clay, dark brown FILL 1 HSA ROD 4.0 SAND WITH GRAVEL, fine to medium ALLUVIU grained, light brown (SP) 9 2 SS 8.0 SAND WITH GRAVEL, medium to coarse grained, dark brown(SP) 8 3 SS I JI 16.0 22 4 SS I SILTY SAND, tine grained, light brown (SM) i I I L I I I 9 5 SS 25 6 SS U i WATER LEVEL MEASUREMENTS START 10-12-94 COMPLETE 10-12-94 SAMPLED CASING CAVE-IN WATER METHOD @° t DATE TIME DEPTH DEPTH DEPTH BAILED DEPTHS LEVEL 3 1/4" HSA TO 40' WITH DRILLING 10-19-9,11530 0' 40' 15.22' FLUID FROM 11' i EAST: NORTH: CREW CHIEF Kent Young_ twin city testing corporation Page 289 of 595 LOG OF TEST BORING JOB NO. 7700 94292 VERTICAL SCALE ill = 4' BORING NO. B-1 9 CONTINUED PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD 14 7 SS 22 8 SS 33 9 SS a 1.5 n END OF BORING I a � i I aI i i a a a i a a a r twin city testing corporation Page 290 of 595 ' LOG OF TEST BORING JOB NO. 7700 94-292 VERTICAL SCALE lit = 4' BORING NO. B-20 PROJECT WASTE WATER TREATMENT PLANT, WATERLOO, IA ip DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS FEIN ET SURFACE ELEVATION 838.1 or Qu ORIGIN CR WL NO. TYPE W D LL PL or ROD FILL, sandy clay, dark brown, moist FILL 1 HSA 3.0 SAND, fine to medium grained, brown, ALLUVIUM moist (SP) 8 2 SS 6.0 r SANDY CLAY, dark brown, moist (CL) t� r� 3 3 SS 12.0 SAND, fine to medium, gray, moist(SP) l � 10 4 SS I i LJ i 12 5 SS 2.0 SILTY SAND, fine grained, light brown i (SMl) i i 14 6 SS WATER LEVEL MEASUREMENTS START 10-12-94 COMPLETE 10-12-94 DATE TIME SAMPLED CASING CAVE-IN BAILED DEPTHS WATER METHOD °@ DEPTH DEPTH DEPTH LEVEL 3 1/4" HSA TO 40' WITH DRILLING 0-12-9 0' 40' 25' FLUID FROM 12' 0-19-9 1551 0' 40' 19.28' EAST: NORTH: CREW CHIEF Kent Young twin city testing corporation I Page 291 of 595 LOG OF TEST BORING JOB NO. 770094-292 VERTICAL SCALE III = 4t BORING NO. B_20 CONTINUED PROJECT WASTEWATER TREATMENT PLANT, WATERLOO IA ip DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS IN or Qu FEET ORIGIN CR WL NO. TYPE W D LL PL or ROD 13 7 SS 17 8 SS 0.0 SAND, fine grained, light gray (SP) 18 9 SS 1.5 END OF BORING I twin city testing corporation Page 292 of 595 DRAWINGS Page 293 of 595 Page 294 of 595 aol1001 200• N L� N N M SCALE 015-FLOW NEeuansi. 0 N C7 N g 71 0 a ase-FLOW '0° BMILDI— qN GA E BASIN A.- E 2 6U 1L�IHG G BASINs 200-P FI E Y s cLARIFIERa + BUILDING EASTOH AVENUE III IIIELLITE 603-SFlTAG[ 1avPasa siRuc uRE TBIcxLING _-4"E NG RECEIVIHa STaTgN a$FiECS A ROBAISIN FILTER 33G-FILTER BUILDING TO STGRAYE SUILOINO 50-SCREEN HOUSE 115 110-BLOWER CRAW BUILDING euILCING WASTEWATI_ euILDING PBMPBUILDING 0181—.-TION EASTON evPa35 � STRUCTURE FILrEa GMT PUMP GE—RAGE 17: BMILaNG ROLHIHINGFII.Mk OI41 y ;~r. -, ?� aN TGARAGE, A—IOM BALI ANG FwaILLATIyDn , - —LL - (�G VRx EaTAcuRIPIER 6] rnFnilRG r -FD J �• rl L. LaaII",EA 3 ROuaHIHaFnTCRlP l _ V— FILTER CLARIFIERS CLARIFARI IERelb O p 14 wIEs CINE FHEDIATE ''- & .. g'"C'•' � 7IFIER NG.DT oIGeSTeR%1 �.r S '�:,. CLARIFIER NSI.T I-OwO - 65 P�!EABTOH WELL] oIGESIeR B4 + ` S•� �• cLAFIERs IN � .Is eIII A,... J v q;. •. ..+. ''' wRT 1 �1es 4pT ICEILIma WE MLTPR .. 'L • "ey . o1cESTER as 140-Ras - olaeaTER Rs _ BUILDING IL DLARIFIER nom' CLARIFIER NG.a DIGEBTER . CLARIFIERS +" RPVM('� DIGESTER NS - •. `••�" .-•• Y- R 1�CEAkIF1ER8 Rr STATIM '- 6 SATELLIT= [d �' 170 WAS BUILDING s +� LEGENL FIN CLAjtIF1ER SU ILnING Pi *):%IS7iNGAE4;OMWRMOANO IIEZOW_Tir, z _ ++14 - - AFROFOSEONEWPIEZ ETSH PT ap '^-- fu0"To �v O FROPOSEO NFW TEAS WELL a Loi _ A - _ 4Exi YN1G1991 NIIN CITY E-V1IIKG OORING SATELLITEWELL EEUENTSAAMPLIEj �pNO UR LLI UV DIE FEUTION T, CL p 160 eFFLUWT .•�'° Y PUMP STATION J '' N co S 0 3 � 0 PREPARE::er U ) .\ FIGURE 1 �= LOCATION MAP ° _ com o � 0 6 � WATER POLLUTION CONTROL FACILITY a-) •2' p WATERLOO, IOWA d :BLAC K HAWK COUNTY,APRIL 2017501 SYCAMORE STREET SUITE 222 'hATERL:70.I:-. JUNE 2026 60558763 N A YJl 20' 40' F i SCALE N "ML -x r a ' TRICKLING IAL FILTER w - 3n -14 v2 TW I I,I2" w2 36"M ti° P: 1 LEGEND 1B7,P1 j EXISTING AECOM BORING AND PIEZOMETER �{ cc P2 T�� PROPOSED NEW PIEZOMETER a., 30 - SECONDARY 0 PROPOSED NEW TEST WELL (CLARIFIER NO,3 230 - SECONDAR , �k q CLARIFIER NO.1 R B-10,B-11,B-13,B-14,B-1 6r B 17.B-1 8 � EXISTING 1994 TWIN CITY TESTING BORING SATELLITE WELL 240 - RAS \ BUILDING LL 130-SECONDARY Q1 CLARIFIERS ti0 81,P1 TENTATIVE LAYOUT FOR TEMPORARY ❑P2 N DISCHARGE PIPING(COORDINATE WITH t 1/2"W2 8-17 N , CITY AND SUBMIT FOR APPROVAL) a 13 z" c TW2 TRICKLING FILTER �.• s,� ' DISCHARGE POINT (TYPE E-1-C INLET) N RAS .9` T u' BENCHMARKS- lNG PNO.5-PK. NAIL SOUTH SIDE RIDGEWAY AVE- i r'c c 15'E.OF GATE ON FLOOD DIKE N 3,636,521.853,E 5,242,624.017,EL 844.06 a <' 230 - SECONDARY 230 - SECONDARY 2•••,,; - 2'G CLARIFIER NO.2 CLARIFIER NO.4 PNO.5.11 -"X"CUT MANHOLE STRUCTURE, N d SOUTH SIDE EASTON AVE- -500'E.OF GATE ON FLOOD DIKE o N 3,637,618.904,E 5,243,187.383,EL 840.96 Cd cc C QQ N �' Q 130-SECONDARY B'1$ 5� Q CLARIFIERS c'w1 �2ww2 10"SSD/SSM 1❑"55f]I55lA .24'•TFE ll 4"51J" ELBO v SATELLITE WELL B-16 I 0 30'sE ' PREP"��°BY- t2 zRC FIGURE 2 v, 5E10RCY 1 4"We was nYwz—s'IAS PLAN OF TEST WELLS AND PIEZOMETERS N COM a WATER POLLUTION CONTROL FACILITY WATERLOO, IOWA fl __ M1 I�n 509 SYCAMORE STREET 5[117E 222 WATERLOO,IA. 50703-46441.319.2326531 JUNE 2020 60558763 TO NOTES: 1. REINFORCE MANHOLE WITH 15 VERTICAL 2.83' 0 NO. 4 REINFORCING BARS AT A RADIUS OF 15 IN., EQUALLY SPACED, AND HORIZONTAL NEENAH R-1452-BV NO. 4 BARS AT TOP, MIDPOINT, AND BOTTOM MANHOLE FRAME & COVER OF CAGE. j-1 2. MINIMUM COVER = 2.5 IN. 3. MANHOLE MAY BE PRECAST AT O CONTRACTOR'S OPTION WITH APPROVED o SHOP DRAWINGS. "? I o 0 I11 o N d EXISTING GROUND SURFACE I do 3 \\\\\\\\\\\\ I d \\\\\\\\\\\� \\\ \ \ \ \ a \\ \ \ \ \ \/ NATIVE �� \ \ \ d w SOIL 1 MIN. 1 MIN. 3 BACKFILL AROUND MANHOLE ° Ld NATIVE SOIL COMPACTED \\\ , 0.50' I 0.50' NATIVE Li IN 6" LOOSE LAYERS / ° ° SOIL CONCRETE MANHOLELi CD z I 0 0 0 a —T — 3 COMPACTED GRANULAR SUBBASE i I l. Li 12' N. N. a I I 30"0 MAXIMUM o I 19"0 MINIMUM a DRILL HOLE (±) M O SEAL w 2" PVC RISER U ! WATER POLLUTION CONTROL FACILITY PROJECT NO. a12"WELL RISER PIPE I / WATERLOO, IOWA 60558763 V) U Ln D o TYPICAL WELL COMPLETION 3 A=-COM J V) SCALE 1" = 1'-0" DIRK.BY: CHS JUNE 2020 TYPICAL DEWATERING FIG.NO. DSGN.BY: RB WELL COMPLETION DETAIL 3 CHKDBY: RH . age o 2" CAP WITH EYE _\ 30" MAX. 0 HOLE FOR HANGING TRANSDUCER 19" MIN. 0 HOLE N 2" CAP WITH EYE (SEE NOTE 5) FOR HANGING TRANSDUCER NOTES: TOP OF CASING EL. 842.5 12.75" L 1. STRAP 2" PIEZOMETER TO WELL SCREEN AND RISER PIPE. B1, P1 (EASTON WELL) OD WELL CASING 2. FURNISH AND INSTALL TEMPORARY LOCKING 840 FILL (SP/SM) STICK-UP STEEL OR PVC COVERS FOR DEWATERING (12"±) WELLS UNTIL PUMPS ARE INSTALLED. cy +' 3. FURNISH AND INSTALL 6"X6" LOCKING STEEL F-C (GM) o WELL GUARD AT NEW PIEZOMETER LOCATION. F-M (SW-SM) O 4. SET TIPS OF ALL LEVEL TRANSDUCERS AT EL 830 790.0. a a_ 0 5. ALL DRILL HOLES SMALLER THAN 24 IN. a_ = DIAMETER SHALL BE SEALED BY GROUTING Lu vFROM TOP OF WELL FILTER TO GROUND F-C (SP-SM) Lo � O SURFACE. 12� 9 z 0� GWL: @ 18.7' (EL. 820.9) °o° O� O 820 ON 12/26/17 U w w 00 w d - a_ a - a 0 00 d a 0 00 0 0 co 00 810 m if 11 F-M (SP) U809 U o Q U U) 3 Z F-M (SP-SM) `" 805 N z LL] 3 800 F-M (SP) Ld LLo V) z LEVEL w I— w o O TRANSDUCER J a U co LL Cn J w > 790 F-C (SP-SM) 790 c p w 790— D J CD LL] C) z co J cry — z LL] w z O OU X LEVELTRANSDUCER 0 00 00 Z 0 780 Uw No Uw ~p F-C (SW-SM) r Li U N cn o oOo o o0 2" BOTTOM PLUG 770 j 770 770 F-C (GW-GM) CEDAR RIVER STAGE AT USGS 05464000 768 (WATERLOO) ON 12/26/17 WAS 5.5 FEET, I p,_w F-C (GM) 0.25" BOTTOM PLATE 6'Q1 MINIMUM DRILL HOLE OR EL. 829.6 FEET, NGVD29. U) r WEATHERED NEW DEWATERING WELL 1 NEW PIEZOMETER 2 WATER POLLUTION CONTROL FACILITY PROJECT NO. 760 LIMESTONE NOT TO SCALE NOT TO SCALE WATERLOO, IOWA 60558763 u EXISTING 2" PVC SCREEN 72.5' TO 0 77.5' BELOW USCM GROUND SURFACE DRN.BY: CHS JUNE 2020 PROPOSED DEWATERING FIG.NO. 6 CHKDDSGN.BY: RB BY: RH WELL AND PIEZOMETER DETAILS 4 . i� age 298 o NOTICE TO BIDDERS For the Taking of Construction Bids for the FINAL CLARIFIER NO. 3 DEWATERING WELLS In the City of Waterloo, Iowa CONTRACT NO. 1032 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 10' day of September, 2020, until 1:00 p.m. for the construction of the FINAL CLARIFIER NO. 3 DEWATERING WELLS, CONTRACT NO. 1032, as described in detail in the plans and specifications now on file in the Office of the City Clerk. OPENING OF BIDS Sealed bids must be received by the City Clerk of the City of Waterloo at City Hall, 715 Mulberry Street, Waterloo, Iowa 50703, no later than Thursday, September 10, 2020, at 1:00 p.m. All bids received will be opened in the Council Chambers at City Hall, in the City of Waterloo, Iowa, on the loth day of September, 2020, 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. The bid opening will be livestreamed on YouTube and made available on the city website. 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 14, 2020, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. The City of Waterloo will continue to hold City Council meetings as scheduled, however, in response to COVID-19, elected officials and city staff will participate via videoconferencing, with elected officials and city staff dialing into the meeting to participate. The public is invited to speak on public hearing items in the following ways: Call the City Clerk's Office at 319-291-4323 by 4:45 p.m. to obtain conference call information. Alternatively, you may email your comments to comments(&waterloo-ia.orq and they will be read during the public hearing. Please state the public hearing item on which you wish to speak. Members of the public may also attend the meeting in person but will be strongly encouraged to wear a mask and practice social distancing. SCOPE OF WORK The extent of the work involved is the installation of three (3) dewatering wells, one (1) new piezometer and operation of a temporary pumping system near Clarifier No. 3. Includes furnishing and installing level transducers with battery-operated onboard dataloggers in the three (3) dewatering wells, the existing piezometer, the existing monitoring well 250 feet west of Clarifier 3, and the new piezometer. Also includes installing, operating, and removing temporary rental pumps and discharge piping. Test pumping will be performed by the well drilling contractor. The testing will generate groundwater flow and drawdown data for the aquifer properties. BEGINNING AND COMPLETION DATES The work under the proposed contract shall commence after receipt of "Notice to Proceed" and at the date submitted by the Contractor at the preconstruction conference and approved by the Engineer. Once work commences, periods of inactivity shall be minimized. All items shall be completed on or before December 18, 2020. METHOD OF PAYMENT TO CONTRACTOR The Contractor will be paid against 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 NOTICE TO BIDDERS CONTRACT NO. 1032 NB 1 AECOM #60558763 Final Clarifier No. 3 DewatPxin2WeeU9 of 595 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 AECOM 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. Complete digital Plans and Specifications are available at www.questcdn.com. You may download the digital documents free of charge from Questcdn by inputting Questcdn Project#7275416 on the website's Project Search page. Please contact Questcdn.com at 952-233-1632 or info@questcdn.com for assistance in free membership registration, downloading and working with this digital project information. Optional paper copies of the Plans and Specifications are available from AECOM, 501 Sycamore Street, Suite 222, Waterloo, Iowa, upon receipt of a $50.00 deposit (CHECK ONLY). Deposits are fully refundable if the plans and specifications are returned in usable condition (i.e., generally free of highlights, ink markings, tears, stickers, water stains and soiling) to the Waterloo AECOM office listed above 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 and consulting engineer to verify eligibility for the refundable deposit. Please DO NOT obtain Bid Documents from any source other than Questcdn.com or through the AECOM Waterloo office as listed above. Obtaining documents through any other source could prevent Bidder from being included on the official AECOM Plan Holders List which, in turn, may cause the Bidder to not receive addenda or other time-sensitive / bid-critical documents. The City has the right to reject any bids that do not have current bidding documents included in the proposal. Upon award of project, the prime contractor, subcontractors and suppliers shall be supplied with the needed number of plans and specifications at no additional cost. CONTRACT AWARD A contract will be awarded to the qualified bidder submitting the lowest bid. 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 bids on the items listed in the proposal. The bidder shall clearly write or type the unit bid price and the bid item extension (Unit Price x Estimated Qty) in numerals on the blanks provided. NOTICE TO BIDDERS CONTRACT NO. 1032 NB 2 AECOM #60558763 Final Clarifier No. 3 DewatPxjn2 eLl",o Of 595 Should there be any discrepancy between the unit bid price and extension, the City of Waterloo shall consider the unit bid price as being the valid unit bid price. The bidder has the option to submit a computer-generated spreadsheet in lieu of the portion of the Form of Bid or Proposal, which includes the Bid Item Number, Description, Unit, Estimated Quantity, Unit Bid Price, Total Bid Price and Total Bid. The computer-generated spreadsheet shall include all of the information listed in that portion of the Form of Bid or Proposal as well as bear the signature of the Prime Contractor submitting the bid. For the bidders who submit a computer-generated spreadsheet, the TOTAL BID (with alternates, if applicable) shall also be indicated in the space(s) provided on the Form of Bid or Proposal. BID SECURITY REQUIRED All bids must be accompanied in a separate envelope by a certified or cashier's check drawn on an Iowa bank, or a bank chartered under the laws of the United States, a certified share draft drawn on a credit union in Iowa or chartered under the laws of the United States, or bid bond, (on the form furnished by the City) payable to the City of Waterloo, Iowa, in the sum of not less than five percent (5%) of the bid submitted, which certified check, certified share draft or bid bond will be held as security that the Bidder will enter into a Contract for the construction of the work and will furnish the required bonds, and in case the successful Bidder shall fail or refuse to enter into the Contract and furnish the required bonds, his bid security may be retained by said City as agreed upon liquidated damages. If bid bond is used, it must be signed by both the Bidder and the surety or surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. PERFORMANCE & PAYMENT BONDS The successful bidder will be required to furnish a "Performance Bond" and a "Payment Bond" within ten (10) days after forms are presented to him in an amount equal to one hundred percent (100%) of the contract price, said bond to be issued by a responsible surety approved by the City Council and shall guarantee the faithful performance of the contract and the terms and conditions therein contained, and shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims of any kind caused by the operations of the contractor. MAINTENANCE BOND Before the Contractor shall be entitled to receive final payment for work done under this contract, it shall execute and file a bond in the penal sum of not less than 100% of the total amount of the contract, 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. CONTRACT COMPLIANCE PROGRAM /SUBCONTRACTING The program proposes numerical projections regarding utilization of Minority Business Enterprise (MBE) and Women Business Enterprise (WBE) as Subcontractors, vendors and suppliers in the performance of Contracts awarded by the City of Waterloo, Iowa. A goal of at least ten percent (10%) for MBE participation on all City funded construction projects that are estimated at $50,000.00 or more. A goal of at least two percent (2%) for WBE participation on all City funded construction projects that are estimated at $50,000.00 or more. Any project funded in part or in total with federal funds shall follow the respective agencies contract compliance program and goals. The Prime Contractor shall make "good-faith efforts" to meet the Contract Compliance MBE/WBE goals. The MBE/WBE subcontractors, suppliers or vendors must provide the Prime Contractor a reasonably competitive price for the service being rendered or the Contractor is not required to accept their bid. LIQUIDATED DAMAGES Time is an essential element of this contract. It is important that the work be diligently pursued to completion. If the work is not completed within the specified contract period, plus authorized extensions, the contractor shall pay to the City Liquidated Damages in the amount of five hundred dollars ($500.00) per day, for each day, as further described herein, in excess of the authorized time. NOTICE TO BIDDERS CONTRACT NO. 1032 NB 3 AECOM #60558763 Final Clarifier No. 3 DewatPxin2 eU 1 of 595 Days beyond the specified completion date for which Liquidated Damages will be charged will be working days that the contractor does, or could have worked, from Monday through Saturday. Sundays will be counted only if work is performed. Partial working days will be considered as a full working day. Days not chargeable for Liquidated Damages will include rain days, Sunday if no work is done, and legal holidays. Working days will cease to be charged when only punch list items remain to be completed. Punch list items do not include contract bid items or approved change/extra work orders. When the Contractor believes the project to be substantially completed, a written notice stating the same shall be submitted to the Engineer and a request made for a Punch List. If the work under the Contract extends beyond the normal construction season for such work the Contractor shall submit to the Engineer in writing a request that working days counted toward the project be suspended until work is resumed the following construction season. This amount is not construed as a penalty. These damages are for the cost to the City of providing the required additional inspection, engineering and contract administration. PRE-CONSTRUCTION CONFERENCE Before the work is commenced on this contract, a conference shall be held for the purpose of discussing the contract. The conference shall be attended by the prime contractor, subcontractors, engineer (AECOM) and City Officials. BIDDER STATUS Attention of bidders is called to compliance with the provisions of the Resident Bidder/Non-Resident Bidder requirements. Each bidder submitting a bid shall execute and include with the bid the Bidder Status Form on the form herein provided. Failure to submit a fully completed Bidder Status Form with the bid may result in the bid being deemed nonresponsive and rejected. SALES TAX EXEMPTION CERTIFICATES 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. Posted pursuant to the provisions of Chapter 26 of the City Code of Iowa. CITY OF WATERLOO, IOWA NOTICE TO BIDDERS CONTRACT NO. 1032 NB 4 AECOM #60558763 Final Clarifier No. 3 DewatPxjn2 eLl",2 Of 595 CITY OF WATERLOO Council Communication Resolution setting date of public hearing as September 8, 2020 to approve a request by A& T Trucking, LLC, for a Site Plan Amendment to the"M-2, P"Planned Industrial District, to construct a new 4,350 square-foot trucking facility, located south of 2280 Northeast Drive, and instruct the City Clerk to publish said notice. City Council Meeting: 8/24/2020 Prepared: 8/17/2020 ATTACHMENTS: Description Type ❑ Staff Report Cover Memo ❑ Overview Map Backup Material ❑ Aerial Map Backup Material ❑ Site Plan Backup Material ❑ East and West Building Elevations Backup Material ❑ North and South Building Elevations Backup Material ❑ Building Layout Backup Material ❑ Pictures Backup Material ❑ Application Backup Material Resolution setting date of public hearing as September 8, 2020 to approve a request by A& T Trucking; LLC, for a Site Plan Amendment to the"M-2, SUBJECT: P"Planned Industrial District, to construct a new 4.350 square-foot trucking facility, located south of 2280 Northeast Drive, and instruct the City Clerk to publish said notice. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Transmitted herewith is a resolution setting date of public hearing as September 7, 2020 to approve a request by by A& T Trucking LLC for a Site Plan Amendment to the"M-2, P"Planned Industrial District to allow Summary Statement: for the construction of a new 4,350 SF Trucking Facility located south of 2280 Northeast Drive, and instruct City Clerk to publish said notice. The Planning and Zoning Commission unanimously recommended approval of the request at their regular meeting on June 2, 2020. Expenditure Required: None Source of Funds: N/A Strategy 1.3: Ensure that development ready sites exist and realistic, Policy Issue: meaningful incentives are defined to attract new business and support existing businesses. Page 303 of 595 The applicant is requesting to construct a new 4,350 SF Trucking Facility on property zoned"M-2, P"Planned Industrial District along Martin Luther King Jr. Drive and Northeast Drive. The request to construct a new 4,350 SF Trucking Facility would not appear to have a negative impact upon the surrounding area as it would appear to be compatible with other industrial developments in the area. The proposed Site Plan Amendment would not appear to have a negative impact upon vehicular or pedestrian traffic conditions in the area. The site is served by Northeast Drive which is classified as a Collector and Martin Luther King Jr. Drive which is a Minor Arterial. The area in question has been zoned "M-2, P"Planned Industrial District since October 9, 1995, when the land was rezoned from"A-1"Agricultural District to allow for industrial development on the site. It will be necessary that a Storm Water Detention Plan and Storm Water Pollution Prevention Plan(SWPPP) are submitted to the Engineering Department for review and approval as part of the building permit approval process. The site plan does denote a drainage easement to the east of the proposed building site. In addition there is a protected wetland to the east as well. Background Information: The applicant is requesting to construct a new 4,350 SF Trucking Facility. The area in question is zoned"M-2,P"Planned Industrial District and is intended to permit the establishment of industrial parks and to provide for the orderly planned growth of industries on large tracks of land, allowing greater flexibility and diversification of land uses and building locations. The site plan has been updated to address these aforementioned deficiencies and building elevations have been submitted for the proposed building as well. The Planning and Zoning Commission unanimously recommended approval of the request at their regular meeting on June 2, 2020. Therefore, staff recommends that the request by A& T Trucking, LLC for a Site Plan Amendment in"M-2, P"Planned Industrial District located south of 2280 Northeast Drive, be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The request is in conformance with the Future Land Use Map and Comprehensive Plan for this area, which designate it as Industrial. Lot 1, Northeast Industrial Park Plat No. 5, Waterloo, Black Hawk County, Legal Descriptions: Page 304 of 595 Iowa. Page 305 of 595 September 7,2020 REQUEST: Request by A& T Trucking LLC for a Site Plan Amendment to the "M-2, P" Planned Industrial District to allow for the construction of a new 4,350 SF Trucking Facility located south of 2280 Northeast Drive, at the southeast corner of the Northeast Drive and Martin Luther King Jr. Drive. APPLICANT(S): A& T Trucking LLC, 2528 West 9t" Street, IA 50702 Owner(S): The City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703 GENERAL The applicant is requesting to construct a new 4,350 SF Trucking DESCRIPTION: Facility on property zoned "M-2, P" Planned Industrial District along Martin Luther King Jr. Drive and Northeast Drive. SURROUNDING The request to construct a new 4,350 SF Trucking Facility would LAND USES AND not appear to have a negative impact upon the surrounding area IMPACT ON as it would appear to be compatible with other industrial NEIGHBORHOOD: developments in the area. VEHICULAR & The proposed Site Plan Amendment would not appear to have a PEDESTRIAN negative impact upon vehicular or pedestrian traffic conditions in TRAFFIC the area. The site is served by Northeast Drive which is classified CONDITIONS: as a Collector and Martin Luther King Jr. Drive which is a Minor Arterial. RELATIONSHIP TO The site is served by the Martin Luther King Jr. Trail along the RECREATIONAL North side of Martin Luther King Jr. Road and Bishop Avenue Trail TRAIL PLAN AND to the west along the east side of Northeast Drive. COMPLETE STREETS POLICY: ZONING HISTORY The area in question has been zoned "M-2, P" Planned Industrial FOR SITE AND District since October 9, 1995, when the land was rezoned from IMMEDIATE VICINITY: "A-1" Agricultural District to allow for industrial development on the site. Surrounding land uses and their zoning designations are as follows: North — Industrial Businesses, zoned "M-2,P" Planned Industrial District. South Vacant land, zoned "M-2,P" Planned Industrial District. East — Vacant land, zoned "M-2,P" Planned Industrial District. West — Vacant land, zoned "M-2,P" Planned Industrial District BUFFERS/ No buffers are needed regarding this request. The applicant will SCREENING/ need to submit and execute a landscaping plan for the site during LANDSCAPING the building permit approval process. REQUIRED: DRAINAGE: It will be necessary that a Storm Water Detention Plan and Storm Water Pollution Prevention Plan (SWPPP) are submitted to the Engineering Department for review and approval as part of the building permit approval process. The site plan does denote a drainage easement to the east of the proposed building site. In Page 1 of Page 306 of 595 June 3,2020 addition there is a protected wetland to the east as well DEVELOPMENT The surrounding area is mostly vacant land to south, east, and HISTORY: west. The industrial areas to the north were built during the 1990's and 2000's. FLOODPLAIN: The land is classified as Zone X, and is not located within a Special Flood Hazard Area as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 and Panel Number 0193F, dated July 18, 2011. PUBLIC /OPEN The nearest schools are Highland Elementary 1.2 miles to the SPACES/ SCHOOLS: southwest, George Washington Carver Academy is located 2.2 miles to the northwest, Expo Alternative High School is located 1 mile to the southwest, and East High School is located 1.6 miles to the southwest. Springview Park is located 0.5 miles to the west of the proposed plat. UTILITIES: WATER, There are 30' and 60' utility easements to the south of the site that SANITARY SEWER, contain 24" and 36" sanitary sewer mains. There is a 16" water STORM SEWER, ETC. main along the north side of Martin Luther King Jr. Drive and a 16" water main along the west side of Northeast Drive. There are also wetland easements on the west side of the property as well. RELATIONSHIP TO The Future Land Use Map designates this area as Industrial. The COMPREHENSIVE request would be in conformance with the Comprehensive Plan LAND USE PLAN: and Future Land Use Map for this Area. STAFF ANALYSIS — The applicant is requesting to construct a new 4,350 SF Trucking ZONING Facility. The area in question is zoned "M-2,P" Planned Industrial ORDINANCE: District and is intended to permit the establishment of industrial parks and to provide for the orderly planned growth of industries on large tracks of land, allowing greater flexibility and diversification of land uses and building locations. The Zoning Ordinance requires 1 space for every 250 SF of finished office area. The finished office area is 450 SF. This will require 2 parking spaces. In addition the applicant will also have to provide one parking space for every two persons employed at their facility for their maximum shift, which is anticipated to be 6 employees. The applicant denotes 5 parking spaces in the parking lot and meets the parking requirements. The site plan notes drainage basins, parking lot, protected wetlands, setbacks, water lines, sewer lines, lot dimensions, parking surfaces, office location, and road access. STAFF ANALYSIS — No separate platting application will be required as part of this SUBDIVISION request. ORDINANCE: TECHNICAL REVIEW The Technical Review Committee noted the site plan will need to COMMITTEE updated to show hard surface parking for the freight trucks. Engineering noted: Keynote 2 needs to be updated to reflect that Page 2 of Page 307 of 595 June 3,2020 the curb needs to be cut off or replaced; Keynote 4 needs the sidewalk thickness to be updated to match driveway thickness; Keynote 5 sidewalk on the site plan should be noted as Keynote 4; and the applicant needs to update the title pages so that they match up with sheet one. Building elevations still need to be submitted as well. The site plan has been updated to address these aforementioned deficiencies and building elevations have been submitted for the proposed building as well. The Planning and Zoning Commission unanimously approved the request at their regular meeting on June 2, 2020. STAFF Therefore, staff recommends that the request by A& T Trucking, RECOMMENDATION: LLC for a Site Plan Amendment in "M-2, P" Planned Industrial District located south of 2280 Northeast Drive, be approved for the following reasons: 1. The request would not appear to have a negative impact on the surrounding area. 2. The request would not appear to have a negative impact upon pedestrian and traffic conditions within the surrounding area. 3. The request is in conformance with the Future Land Use Map and Comprehensive Plan for this area, which designate it as Industrial. Page 3 of Page 308 of 595 City of Waterloo City Council September 7, 2020 1 cGs N� A-1 I C-1 INEWELL ST - A-1 o M-1 c� M-2,P V ML KING JR DR M.L-1 NoR a g R-3 L DELL-DR C-2 C-1 DAON -in A-1 WAVE C_1 C-1 ASIDE AVE TON_AVE A_1 A-1 m W O W C_2 .W AVE W R-2 n Y 'ICAVE, c/R rOBAAVE — ROCKY RD p N South of 228o Northeast Drive w E Site Plan Amendment s A&T Trucking 1,000 500 0 1,000 Feet Page 309 of 595 City of Waterloo City Council September 7, 2020 2280 Northeast Drive Location of Site Plan Amendment r`: T t p r fk i x iR�n� N South of 228o Northeast Drive w E Site Plan Amendment s A&T Trucking Page 310 of 595 ZONING REQUIREMENTS PROJAC THE SUB-CONTRACTOR SHALL PROVIDE TRAFFIC EXISTING ZONING: M-2, P(PLANNED INDUSTRIAL) CONTROL PER IDOT STANDARD ROAD PLAN TC-202 PROPOSED ZONING: NO CHANGE STANDARD LE G E N D AND NOTES AND CITY OF WATERLOO REQUIREMENTS AT ALL BUILDING SETBACK LINES SHALL BE DETERMINED SITE PLAN TIMES DURING WORK WITHIN PUBLIC R.O.W. THROUGH PLAN REVIEW PER CITY ZONING - PROPERTY &/or BOUNDARY LINES 10W � EXISTING RIGHT-OF-WAY LINES ORDINANCE, CHAPTER 21,SECTION 10-21-1.C.2 — — - CONGRESSIONAL SECTION LINES 0 ------------- - RIGHT-OF-WAY LINES UTILITIES THE SUB-CONTRACTOR SHALL COORDINATE WITH --- - --- THE CONTRACTOR SHALL NOTIFY IOWA - CENTER LINES ONE CALL AT 811 OR 800/292-8989 4) N L CALLSM UTILITY PROVIDERS FOR ANY REQUIRED LEGAL DESCRIPTION - EXISTING CENTER LINES NO LESS THAN 48 HRS. IN ADVANCE RELOCATION OF EXISTING UTILITIES. - LOT LINES, INTERNAL OF ANY DIGGING OR EXCAVATION. LOT LINES, PLATTED OR BY DEED — — — — — — — — - PROPOSED EASEMENT LINES WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN EXISTING EASEMENT LINES THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ., - BENCHMARK OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR LOT 1 N 0 RT H E AS T INDUSTRIAL PARK PLAT N 0 ■ _ - RECORDED DIMENSIONS SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. PROPOSAL 22-1 - CURVE SEGMENT NUMBER UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE -EXIST- -PROP- SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE APPLICANT PLANS TO DEVELOP A 5.05 ACRE LOT TO CONTAIN AN ' $ $ - POWER POLE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN INDUSTRIAL WAREHOUSE/OFFICE BUILDING AND PARKING SPACE FOR - POWER POLE W/DROP OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT TRACTOR TRAILERS AND TRUCKS. $ - POWER POLE W/TRANS LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE WATERLOO , BLACK HAWK COUNTY, IOWA � � - POWER POLE W/LIGHT ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. APPLICANT PLANS TO BEGIN CONSTRUCTION IN JUNE 2020, LASTING THRU =(�D= =0= - GUY POLE NOVEMBER 2020. 0 - LIGHT POLE PREPARED BY: APPLICANT: O - SANITARY MANHOLE *SEE ARCHITECTURAL PLANS FOR COVENANTS KEYNES MMS CONSULTANTS INC. A & T TRUCKING LLC. �So 11 4Y - FIRE HYDRANT 1917 S. GILBERT STREET 2528 WEST 9TH STREET O - WATER VALVE NUMBER KEYNOTE DETAIL OO - DRAINAGE MANHOLE I hereby certify that this engineering docuo. was prepared by DEVELOPMENT Cf1ARACTERISTICS LOT 1 : IOWA CITY, IOWA 52240 WATERLOO, IOWA 50702 - CURB INLET me or under my direct supervision and a am a duly licensed o INSTALL DRIVE AND PARKING (SEE PAVING LEGEND —X—X- - FENCE LINE Professional Engineer under the la f_ h State of Iowa. 1O ( - EXISTING SANITARY SEWER CIVIL ENGINEERS ZONING: M-2, P TABLE THIS SHEET FOR THICKNESS AND MATERIAL) (( - PROPOSED SANITARY SEWER ���v�A?'A oV- SIIS�ON��XXX//Xj�� LOT CHARACTERISTICS 2 GRIND EXISTING CURB; INSTALL TYPE 'B' CONCRETE EXISTING STORM SEWER Q�° """q� i LAND PLANNERS O PAVING HATCH LEGEND - PROPOSED STORM SEWER DRIVEWAY PER SUDAS DETAIL 7030.102 SHEET INDEX 20 LOT AREA 219,930 SF (100%) W - WATER LINES BENJAMIN �' 1 - SITE LAYOUT AND DIMENSION PLAN E - ELECTRICAL LINES `W T. =z_ BENJAMIN T. MIT P.E. Iowa Lic. No. 23397 LAND SURVEYORS BUILDING AREA(BA) 4,350 SF (2.0%) 2 - SITE EROSION CONTROL AND SWPPP PLAN MATERIAL USE LANDSCAPE ARCHITECTS O INSTALL EDGE OF PAVEMENT NO CURB AND GUTTER T - TELEPHONE LINES -U MITCHELL =�_ PAVING AREA - PARKING(PA) 106,196 SF (48.3%) G - GAS LINES =J _ I' ser ewa d e ' D e er 31, 20 ENVIRONMENTAL SPECIALISTS 3 - GRADING PLAN _ _ 23397 GREEN SPACE AREA 109,384 SF (49.7%) - ' - - - - - CONTOUR LINES (1' INTERVAL) INSTALL 7" P.C.C. ON 4" ROCK BASE SIDEWALK PER - O CITY OF WATERLOO MUNICIPAL DESIGN STANDARDS 4 - UTILITY PLAN :17" PCC PAVING ON - PROPOSED GROUND o ''',,, REQUIRED BUILDING SETBACKS M-2. P 5 - GENERAL NOTES AND DETAILS 4" ROCK BASE (3,678 SY) - EXISTING TREE LINE iiigj�///////�OWIA11\ \°\ 1917 S. GILBERT ST. NEWELL ROAD 25 FEET O 6' WIDE, 8" THICK CONCRETE PAN a es or sheets covered by this seal: IOWA CITY, IOWA 52240 FRONT YARD 25 FEET ( ) 12" THICK GRAVEL 8,484 SY c� - EXISTING DECIDUOUS TREE & SHRUB (319)351-8282 SIDE YARD 10 FEET O 6' WIDE CHANNEL WITH TYPE A REVETMENT STONE BID ALTERNATE: INSTALL - EXISTING EVERGREEN TREES & SHRUBS www.mmsconsultants.net REAR YARD 25 FEET GEOTECHNICAL FABRIC UNDER MAXIMUM BUILDING HEIGHT 5 STORIES GRAVEL OR 50 FEET SEAL THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH NOTE: THESE QUANTITIES TAKE INTO ACCOUNT ALL ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE AREAS SHOWN ON THIS PLAN SET (INCLUDING WORK APPROVAL OF THIS DOCUMENT. WITHIN RIGHT OF WAYS AND ON ADJACENT PROPERTIES) � wv `1' �16W wv --- - - __ --- -- - - Date Revision —16W��� 16\N 6/18/2020 CITY COMMENTS 16W D — —-------------�� wv D � - wJRD 0 � D 0 - 0 3 15 30 - - - - - _ - _ - - _ - _ _ - w GRAPHIC SCALE IN FEET - - r - / _�- - - - _ _ - - - _ _ - - - - - _ - - _ - - -- - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - a/// / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - / '� - - - - - - - - - - _ _ _ - - _ _ _ - - - - - - - - - _ _ - - - - - - - - _ - 341:96' - - - - - - - - - - - - - - - - - - -, - - - - - ��/' - - - _ - - - - - _ - - - - - - - I - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -S84'513-.7"V�_ - - - - - - - - - - �E E - , - - - - - - - - - - - / �/ W ue ue----uE ue ue - - - - - - - - - - - - - - - - - - - -- - - -- -- - - - _UE-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - _ _ - - - - - - - - 3 - - - - - - - - \ - - _ -- - - - - - - - - - _ - - - - - - - _ - II I i I / � � � ® N- •- �_ � __� � �' � V� V��V� V�n� � uV� OVA fV� _ - - - - - �- _ _ - � I w O / Ln I SITE LAYOUT w / IIi1 w p \ 5 w 160.41' \ 4 \ O - 30.00 P \ QXS o0 519.79' I � � � � l �O• I A ` V / I I I I \ o � 42.00' _ �J ✓ ' p0 i A 00 O NISI \ � rn o cn / z � A , C / 60.00` - - � � / 6.d0 I/Z - - - - - - - - �� 4 R15. - - - - - , 51985' v I I 00' 160.41' I Ln v v w - - - ��� - - - - - - - - - - CL) �'/ `I - - - - - - - - - - - - - - - - w�I �II 2 o O 1 A & T TRUCKING O II �� - - - - - - w '- - - - x I III III � �� - - - - - - - - - - - - ! lI'I WATERLOO O sCD II BLACK HAWK COUNTY E- IOWA O \ 00 _ - - - - - - - - - - - - - - 1 I III I I I I \ P w - - - - - - - - - - 1 ` 1 \ \ \ N W \ N Cn U N I I I \ I I I a�° I 1 I I I I \ I I I I - WS S WS WS-WS-__ O - -WS V� NS - c do°o aV.-T'54o°o a dab a \\ S W - - vp°°°a09„°fl OvOO°vap9°a0 O 9°pa°va°flvQ �9° I I I I \ I IIII v 375.6 MMS CONSULTANTS, INC. I \ ,' � - - - - - - - _ � I ' // / // 1 � - - - - � � 1 I 1 I I I �II Date: APRIL 23, 2020 740.39' ' // II De5lgned by: Field Book No: \ / S88`55'00"W I u BTM w \ / - - - - - - - _ _ _ Drawn by: Scale: BTM 1"=30' A & T TRUCKING \ J _ - - - - - - - - - - - _ - - - - - - , \ \ - - Gheckedby: Sheet No: - BTM Project No: 10964-001 of: 5 Page 311 of 595 PROJAC INSTALLATION MAINTENANCE STANDARD LEGEND AND NOTES 1. POSTS SHALL BE 1.33 POUNDS PER LINEAL FOOT STEEL WITH 1. SILT FENCES SHALL BE INSPECTED WEEKLY AND AFTER EACH - PROPERTY &/or BOUNDARY LINES A MINIMUM LENGTH OF 5 FEET. STEEL POSTS SHALL HAVE RAIN- FALL EVENT OF 0.5 INCHES OR MORE. DURING — — - CONGRESSIONAL SECTION LINES SILT FENCE DETAIL PROJECTIONS FOR FASTENING WIRE TO THEM. PERIODS OF PROLONGED RAIN INSPECTIONS SHALL BE - RIGHT-OF-WAY IGEXITINGFRIGHT- INE WAY LINES N.T.S. 2. SILT FENCE FABRIC SHALL CONFORM TO I.D.O.T. STANDARD AT LEAST DAILY. ANY REPAIRS NEEDED TO MAINTAIN — SPECIFICATION SECTION 4196.01.A. SILT FENCING SHALL BE A THE SILT FENCE'S EFFECTIVENESS SHALL BE MADE - CENTER LINES IMMEDIATELY. - EXISTING CENTER LINES COMPACTED NATIVE STEEL POST MINIMUM OF 24" AND A MAXIMUM OF 36" HIGH WHEN - LOT LINES, INTERNAL SOIL BACKFILL ; ;�; COMPLETE. 2. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR - LOT LINES, PLATTED OR BY DEED 3. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS BECOME INEFFECTIVE PRIOR TO STABILIZING THE — — — — — — — — - PROPOSED EASEMENT LINES / Project No: FILTER FABRIC ; ; , ROLL CUT TO THE LENGTH OF THE FENCE TO AVOID THE USE UPSLOPE AREAS THE FABRIC SHALL BE REPLACED ----------------- - EXISTING EASEMENT LINES OF JOINTS. WHEN JOINTS ARE NECESSARY, THE FILTER CLOTH PROMPTLY. Or - BENCHMARK 4" ; ;' SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, 3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH (R) - RECORDED DIMENSIONS WITH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. STORM EVENT. THEY MUST BE REMOVED WHEN THE 22-1 - CURVE SEGMENT NUMBER 4. POSTS SHALL BE SPACED A MAXIMUM OF 8 FEET APART DEPOSITS REACH APPROXIMATELY ONE-HALF THE -EXIST- _PROP- _ AND DRIVEN SECURELY INTO THE GROUND ALONG THE FENCE HEIGHT OF THE FENCE. SILTS REMOVED SHALL BE PLACED $ - POWER POLE IN A PROTECTED PLACE THAT WILL PREVENT THEIR ESCAPE -I I I—III—III�21I I ' ',' I I—III_ ALIGNMENT. POSTS SHALL BE DRIVEN INTO THE GROUND A $ - POWER POLE W/DROP MINIMUM OF 28 FROM THE CONSTRUCTION SITE. - POWER POLE W/TRANS 4. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE 5. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4" WIDE - POWER POLE W/LIGHT SILT FENCE IS NO LONGER NEEDED SHALL BE DRESSED - GUY POLE BY 12" DEEP ALONG THE UPSLOPE SIDE OF THE POSTS. TO CONFORM WITH THE EXISTING GRADE, PREPARED AND # - LIGHT POLE 6. FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE POSTS SEEDED. SUCH THAT THE FABRIC EXTENDS INTO THE TRENCH AS 5. SILT FENCE SHALL REMAIN IN PLACE UNTIL IT IS NO LONGER OO f - SANITARY MANHOLE UNDISTURBED OR SHOWN ABOVE. THE FABRIC SHALL BE FASTENED A T - FIRE HYDRANT COMPACTED SOIL NEEDED AS DIRECTED BY THE POLLUTION PREVENTION �So MINIMUM OF THREE PLACES ON EACH POST. PLAN. GENERALLY SILT FENCES SHALL REMAIN UNTIL THE O g - WATER VALVE 7. THE TRENCH SHALL BE BACK FILLED WITH EXCAVATED UPSLOPE AREAS ARE STABILIZED WITH AN ESTABLISHED OO OO - DRAINAGE MANHOLE MATERIAL AND THOROUGHLY COMPACTED. GRASS COVER AS A MINIMUM. � ❑ - CURB INLET SHEET INDEX CIVIL ENGINEERS X X - FENCE LINE ( -- EXISTING PROPOSED SANITASEWER RY SEWER 1 - SITE LAYOUT AND DIMENSION PLAN V _ LAND PLANNERS - EXISTING STORM SEWER 2 - SITE EROSION CONTROL AND SWPPP PLAN LAND SURVEYORS �< - PROPOSED STORM SEWER 3 - GRADING PLAN EROSION CONTROL LEGEND W - WATER LINES 4 - UTILITY PLAN E - ELECTRICAL LINES LANDSCAPE ARCHITECTS GRADING AND EROSION CONTROL NOTES STABILIZATION SEEDING G - TELEPHONE LINES 5- GENERAL NOTES AND DETAILS � ENVIRONMENTAL SPECIALISTS G - GAS LINES ■����������� SILT FENCE ■■■ ■■■ PERIMETER SILT FENCE - - - - - - - - - - - - - - CONTOUR LINES (1' INTERVAL) FILTER SOCK EROSION CONTROL MATTING - PROPOSED GROUND 1917 S. GILBERT ST. IOWA CITY, IOWA 52240 TOTAL SITE AREA: 5.05 ACRES STABILIZATION SEEDING SHALL BE IN ACCORDANCE WITH I.D.O.T. STANDARD - EXISTING TREE LINE 0 3 15 30 (319) 351-8282 TOTAL AREA TO BE DISTURBED: 3.99 ACRES SPECIFICATION SECTION 2601.03 STABILIZING CROP SEEDING AND FERTILIZING. GRAPHIC SCALE IN FEET TEMPORARY ROCK CONSTRUCTION ENTRANCE/EXIT SA TEMPORARY SOIL STOCKPILE AREA �� - EXISTING DECIDUOUS TREE & SHRUB :: www.mmsconsultants.net O PER DETAIL 9040.120 SHEET 9 THIS SET EROSION CONTROL MEASURES SHOWN SHALL BE USED DURING FILL SEED MIXTURES SHALL BE ONE OF THE FOLLOWING: ° 1 =30 D ACTIVITIES. EROSION CONTROL MEASURES SHALL BE REEVALUATED AND - EXISTING EVERGREEN TREES & SHRUBS TEMPORARY PARKING AND STORAGE DIRECTION OF OVERLAND FLOW MODIFIED, IF NECESSARY, AT THE TIME OF SITE DEVELOPMENT. SPRING- MARCH 1 TO MAY 20 OAT 2 BUSHEL PER ACRE CW CONCRETE TRUCK/EQUIPMENT WASHOUT ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES THAT COULD GRAIN RYE 25 LBS. PER ACRE THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES p DUMPSTER FOR CONSTRUCTION WASTE BE USED ON SITE, IF NEEDED, CAN BE FOUND IN APPENDIX D OF THE RED CLOVER 5 LBS. PER ACRE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BINDER PREPARED TIMOTHY 5 LBS. PER ACRE SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH PR PORTABLE RESTROOM RIP RAP OUTLET PROTECTION FOR THE SITE. IF ADDITIONAL MEASURES ARE USED, INDICATE THE ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE ODL DOCUMENT LOCATION (PERMITS, SWPPP, INSPECTION FORMS, ETC.) Ills. (PER DETAIL, THIS SHEET) TYPE AND LOCATION OF SAID MEASURE ON THIS PLAN. SUMMER - MAY 21 TO JULY 20 APPROVAL OF THIS DOCUMENT. 01 OTHER MEASURE:______________ CONTRACTOR SHALL INSTALL A ROCK ENTRANCE AND PERFORM OAT 3 BUSHEL PER ACRE O REGULAR CLEANING OF VEHICLES THAT LEAVE THE SITE. GRAIN RYE 35 LBS PER ACRE FILTER SOCK INLET PROTECTION 02 OTHER MEASURE:--____________ RED CLOVER 5 LBS PER ACRE Date Revi5lon FOLLOWING INSTALLATION OF PERIMETER SILT FENCE AND TEMPORARY TIMOTHY 5 LBS PER ACRE O FILTER SOCK BEHIND CURB AT CURB RAMP 03 OTHER MEASURE:--____________ CONSTRUCTION ENTRANCE THE CONTRACTOR SHALL CONTACT THE CITY FALL - JULY 21 TO SEPTEMBER 30 6/18/2020 CITY COMMENTS INSPECTOR TO SCHEDULE A SITE INSPECTION PRIOR TO ANY SOIL OAT 2 BUSHEL PER ACRE THE ABOVE LISTED ITEMS ARE SHOWN IN THEIR RECOMMENDED LOCATIONS. IF A CONTROL MEASURE IS ADDED OR MOVED TO A MORE DISTURBING ACTIVITIES. GRAIN RYE 35 LBS PER ACRE SUITABLE LOCATION, INDICATE THE REVISION ON THIS SHEET. THE BLANKS LEFT FOR OTHER MEASURES SHOULD BE USED IF AN ITEM NOT THE CONTRACTOR SHALL FOLLOW THE NPDES PERMIT, SWPPP, AND THE RED CLOVER 5 LBS PER ACRE SHOWN ABOVE IS IMPLEMENTED ON SITE, ADDITIONAL PRACTICES FOR EROSION PREVENTION AND SEDIMENT CONTROL CAN BE FOUND IN CITY CSR REGULATIONS. TIMOTHY 5 LBS PER ACRE APPENDIX D OF THE SWPPP. THE EROSION CONTROL CONTRACTOR SHALL INSTALL FILTER SOCKS OR OTHER APPROVED FORM OF INLET PROTECTION AT EACH STREET INTAKE FERTILIZER SHALL BE APPLIED AT A RATE OF 450 LBS PER ACRE ADJACENT TO THE SITE. USING CHEMICALLY COMBINED COMMERCIAL 13-13-13 FERTILIZER. - - I of _ - _ _ _ - _ - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - 34r.9� - - - - - - - - - - - - - - - - - , -1- - / - _ _ - - - - - - - - - - - - - - _ - - - - - - -- - - - - - - - - - - S84°5137 ,' ' , - - _ - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - ■■■�■,r■�■■f�■■■���r ' ,' i - _ - - - - - - I111 ■■��L■Jai■a�f7���ui■1r�■■■ -J■■�■■■�■■■�■■■�(/ —UE / ■ — - - - - - - - - - - - - - -- _ — — i - - - O \ 5 5. 5 5 5 _ 5 ®—� 0� _�� —�— I - _ _ _ v v EROSION C:Z:q , — : X/ ' - v v - - _ v v / I I�I ' P v - - _ _ CONTROL AND SWPPP v S K V A - I ._ v ` 0 1 3.107.1 \ V i I \ v �ov 1 X aha. h vI 2i \ \ C o \ ' \ D p � / \ 00 . N \ \ \ \ I I 1 Z I \ \ \ I I I = / / I I I I - - - - f >< 1 � I 14.36% v v / v 1 � / v (\' I, I - - - - - - - - - - - - - 'vv I11 - - - - - - - - A & TTRUCKING W �� �� �, o - - - - - - - - - - - - - - - - - - - - - . q - - - - - - - ' VIII � - - - - - _ - - - - - - - - - - - - - - - - - - xQ �I WATERLOO BLACK HAWK COUNTY 1 / I I I I III I IOWA � O O - - -� - _ - _ - _ - - - - - - - - - ' ' O \ \ �� O SA - - - - - - - - - , I I I I I v .a \ \ �r � �N , I I v v •c� o \\ \ N �d 0 - / sg \ v �I ws — ws w5 WS _ — \ WF. WS WS WS - - - - - _ - - - - .��a•• a • ••��d9 9�a ••� a / I \ F] WS S \ p .'da a 9� afl as a • afl.'da a•9 a9.'da a•fl •a \ I I I I fl•• 9 • D•• D.• D • 9 • • d • 9 • • d / I I I \ \ I \ In MMS CONSULTANTS, INC. - - - - •`� - - - ' ' Date: APRIL 23 2020 - - - - - - - �'' - - _ iiiii" a's - - - - \ - - - -0� '' y i Designed by: Field Book No: \ � 740.39 . ' � I BTM moll \ / v • S88'55'00"W ' /' ' / / / I � I � I VIII - ■■■ ■■■�r■r�■■■�■■■�■■■�■■■�■■■�■■■�■■■� Drawn by: Scale: BTM Checked by: Sheet No: •■�man�son�■■■�■■■�■■■�■■■� - - _ BTM I ' 10964-001 of: 5 Page 312 of 595 THE SUB-CONTRACTOR SHALL PROVIDE TRAFFIC PROJAC CONTROL PER IDOT STANDARD ROAD PLAN TC-202 STANDARD LEGEND AND NOTES AND CITY OF WATERLOO REQUIREMENTS AT ALL — PROPERTY &/or BOUNDARY LINES TIMES DURING WORK WITHIN PUBLIC R.O.W. _ _ - CONGRESSIONAL SECTION LINES @10WAM ------------- - RIGHT-OF-WAY LINES UTILITIES - EXISTING RIGHT-OF-WAY LINES , ONL CM THE SUB-CONTRACTOR SHALL COORDINATE WITH _ THE CONTRACTOR SHALL NOTIFY IOWA - CENTER LINES ONE CALL AT 811 OR 800 292-8989 UTILITY PROVIDERS FOR ANY REQUIRED - EXISTING CENTER LINES NO LESS THAN 48 HRS. IN ADVANCE RELOCATION OF EXISTING UTILITIES. — LOT LINES, INTERNAL OF ANY DIGGING OR EXCAVATION. - LOT LINES, PLATTED OR BY DEED — — — — — — — — - PROPOSED EASEMENT LINES WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN - EXISTING EASEMENT LINES THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ON - BENCHMARK OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR (R) - RECORDED DIMENSIONS SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. 22-1 - CURVE SEGMENT NUMBER UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE -EXIST- -PROP- SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE O $ - POWER POLE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN $ - POWER POLE W/DROP OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT - POWER POLE W/TRANS LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE - POWER POLE W/LIGHT ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. c - GUY POLE �x - LIGHT POLE OO f - SANITARY MANHOLE IX - FIRE HYDRANT - WATER VALVE O O - DRAINAGE MANHOLE 11111111 ❑ - CURB INLET X X - FENCE LINE SHEET INDEX ( - EXISTING SANITARY SEWER 1 - SITE LAYOUT AND DIMENSION PLANCIVIL ENGINEERS - PROPOSED SANITARY SEWER 2 - SITE EROSION CONTROL AND SWPPP PLAN n� - EXISTING STORM SEWER LAND PLANNERS �< - PROPOSED STORM SEWER 3 - GRADING PLAN W - WATER LINES 4 - UTILITY PLAN LAND SURVEYORS E - ELECTRICAL LINES T - TELEPHONE LINES 5- GENERAL NOTES AND DETAILS G - GAS LINES LANDSCAPE ARCHITECTS - - - - - - - - - - - - - - CONTOUR LINES (1' INTERVAL) ENVIRONMENTAL SPECIALISTS - PROPOSED GROUND - EXISTING TREE LINE 0 3 15 30 1917 S. GILBERT ST. EXISTING DECIDUOUS TREE & SHRUB GRAPHIC SCALE IN FEET IOWA CITY, IOWA 52240 1"=30' (319)351-8282 - EXISTING EVERGREEN TREES & SHRUBS www.mmsconsultants.net D wv THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES _j SHALL SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH Wv 16W— ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE APPROVAL OF THIS DOCUMENT. Wv R�ES ^� • - ' ----- Date Revision JRO 6/18/2020 CITY COMMENTS , D D , 0 'z - _ - - - - _ - - - - - - e c - - - - - - / _ _ _ -- - - - - - - -- - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - 01 - - - - - - - - - - - - - - - - - - - _ - I I I - - - - - - - - - - - - - - - - " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - -- ----- --- - -- ------------------------- _---------------- _ 7 41-.9 / - - /-/-- - --- -/- - - - - - `51'37'W- _S84 - - - - - - - - - - - - -- ---_ _ - - - - -- - - - - - - - - - - - - - / _ -- - - - - - - _ - - O - - - - - - - - - _ - - - - - - - - - - UE UF_ uE UE ue — - - - _ _ — — — — — — _ - - - - - - UE _ — I l I - - — — — — — — — - - - - - _ _ - - - - - - - - - - - - - Qo - ` \ 8.91 - - - _ _ _ -- - _ - - --- - - -- - - - - - - - - - - - - - - - - - - - - - / / _ - - - - - _- - - - - - - - -- --- - - - - - - - - - - \ - W- -,` -�_' �v-\--'-v,\-//V-/\'/-\ f-\'\-d•a:/vfl98/•�8�9�a.•'2°9�.��T�./8Sv•8 I:I 1.5 8f.••5..v 30cP�\1% 0.80% 4TS1S% .5 vaT�S'II I o�av'a�•/���.r�\o', 'd//�vI I./a•/fl\a�9v�fl�/908•�d�9i2•v/9�.•��2d0 0 0T0a9S 8��/�8/ .4�/0II T/�/S 894.03TS I `2 5TW milm .891.89TW 14TS v/ A I \<� I I III II I I I iSI IIII I III,I I I I. III\ I III II�IIIIIIIII�I II'IvI lIIIIl( �IIIi �I IIl I\IIIIIlIiII II I vIi Il II IlII 'v v v GRA DIN G P L A N 3.1076 I 893.06TS 890.26T891:67TW p7.00% 93.74TS 88840TS 00893.20 4.36 0Z 890.97TW \ 00 1 00 m \ 00 889.92TW 00 QO 892.57TSoo 893.74 S 4.36% 88852TS - - - cc)W 889.07TW 6.99% 4.05% - - - - - - - - 89 IIII 00 TS889.22TW 12 - - - A _ _ - - A & T TRUCKING ju 888.73TW 'n 0 00 o � 0 WATERLOO O 1.50% FD CCO4 BLACK HAWK COUNTY IOWA ws ws F7 F-1 889.92TS � WWS S WS —WS ws - W� WS °o 890.38TS 889.90TS 891.06TS L888.62TS II II 0D� t ,0.80% 740.39' I III MMS CONSULTANTS, INC .S88'55'00 W - Date:89z.3oTs - - - - APRIL 23 2020 - - - - - - -8-83 Designed by: Field Book No: Drawn by: BTM Scale: -(aw+ BTM Checked by: BTM Sheet No: J Pro ect No: 3 10964-001 of: 5 Page 313 of 595 THE SUB-CONTRACTOR SHALL PROVIDE TRAFFIC PROJAC CONTROL PER IDOT STANDARD ROAD PLAN TC-202 AND CITY OF WATERLOO REQUIREMENTS AT ALL TIMES DURING WORK WITHIN PUBLIC R.O.W. UTILITIESTHE SUB-CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR SHALL NOTIFY IOWA@10WAM ONL CALLSM UTILITY PROVIDERS FOR ANY REQUIRED ONE CALL AT 811 OR 800/292-8986 NO LESS THAN 48 HRS. IN ADVANCE RELOCATION OF EXISTING UTILITIES. of ANY DIGGING OR EXCAVATION. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. EDGE OF ___- ---- co O _ — _ — — — — — — — — — _ — _ — — — — — — — — — — — _ -- -- - - - - - ' — _ _ — _ _ - ---------_ —--�- - r-_-- -- - - - - - - / — I — \ ISHEET INDEX � _ _ _ _ - - - - - , 1 - SITE LAYOUT AN D DIMENSION PLAN vi CIVIL ENGINEERS o — — — — — — — - - - - - - --- -- --- _ 2 - SITE EROSION CONTROL AND SWPPPPLAN LAND PLANNERS - - — — - - - - — -— — — — — - GRADING PLAN ue 3 - - — — — — — — — - - - - — — — 4 - UTILITY PLAN LAND SURVEYORS 5- GENERAL NOTES AND DETAILS \ �1 LANDSCAPE ARCHITECTS O _ — _ O r r r r r =I� 4- 3- 2 ENVIRONMENTAL SPECIALISTS r u r �_ r r u _ 0 3 15 30 1917 S. GILBERT ST. GRAPHIC SCALE IN FEET IOWA CITY, IOWA 52240 EDGE OF I I � r319 351-8282 WATER I I I 1 „- ' ( ) 1 -30 I www.IIIIIISCOf1SUItants.net n I I I I I I I I / OUTLET STRUCTURE 12 FES SW-512 IE OUT(12")(W) 879.70 \ \ TR = 886.00 \ IE OUT(12")(E)1 880:96 i ^ STANDARD LEGEND AND NOTES � „ v °�, � _ CONNECT TO BUILDING 63 I o �I v PVC Cal, 2.00% _ _ - PROPERTY &/or BOUNDARY LINES W/ DOUBLE CLEANOUT ` \ o \ - CONGRESSIONAL SECTION LINES RE: MECHANICAL NI \ ____________— � / I \ \ I� r� - RIGHT-OF-WAY LINES TR = 894.32 0 — — - EXISTING RIGHT-OF-WAY LINES w v v IE OUT(4")(W)=889.67 _ ' v z — - CENTER LINES \ \ Date I� - EXISTING CENTER LINES Revision - LOT LINES, INTERNAL 6/18/2020 CITY COMMENTS - LOT LINES, PLATTED OR BY DEED — — — — — — — — _ PROPOSED EASEMENT LINES EXISTING V D \ \ - - - - /� EASEMENT LINES 00 - BENCHMARK (R) - RECORDED DIMENSIONS ' \ \ _ ( pI 22-1 - CURVE SEGMENT NUMBER - - - - - - - - - - - - - - - \ -EXIST- -PROP- CONNECT TO BUILDING _ - - ' i �� IIIIII � - POWER POLE WITH VALVE - / 45' WYE W/ CLEANOUT p�1C - - - - RE: MECHANICAL , - ' / i 1 hIl _W � - POWER POLE W/TRANS TR = 889.47 3 - POWER POLE W/DROP - - - � - / _ - - - - , ' � 1 I I / / � V � II,I� � - POWER POLE W LIGHT IE IN(4")(E)=883.38 - _ _ _ _ - ' hIl � � GUY POLE IE OUT(4")(S)=883.38 - - - - - - - ) EDGE OF # - LIGHT POLE w v n - ' i WATER I I - FIRE SANITARY HYDRANT HOLE O4 \ INSTALL 390 LF - 2" PVC _ ' - - - - - \ ' ' _ _ u I - WATER VALVE I \ \\ 0 WATER SERVICE OO O - DRAINAGE MANHOLE `\ \ \ cv o \ ❑ - CURB INLET INSTALL 2" SS co - - - - � III X X - FENCE LINE TAPPING SLEEVE I / \ w \\ - - _ WS - - $ - EXISTING SANITARY SEWER AND VALVE WS Ws ws WS s - - , , (( •�9•.ao �Q•oo,. •.9•dao,. •:9•d.<.b i \ - PROPOSED SANITARY SEWER \ < - EXISTING STORM SEWER - PROPOSED STORM SEWER W - WATER LINES - ELECTRICAL LINES - TELEPHONE LINES GAS LINES � - - - - G - - - - - - - CONTOUR LINES (1' INTERVAL) - PROPOSED GROUND - EXISTING TREE LINE S88"55'00"W 740.39' ' 1 I 1 II i,III EXISTING DECIDUOUS TREE & SHRUB EXISTING EVERGREEN TREES & SHRUBS THE ACTUAL SIZE AND LOCATION OF ALL PROPOSED FACILITIES SHALL BE VERIFIED WITH CONSTRUCTION DOCUMENTS, WHICH ARE TO BE PREPARED AND SUBMITTED SUBSEQUENT TO THE I APPROVAL OF THIS DOCUMENT. I I I \ w II UTILITY PLAN I w \ I e 1 ' I N ' ' ® ------------ \ � //--------------------------- -- \ -- I i'I A I I II A & T TRUCKING �\ 45° WYE W/ CLEANOUT \ _ ` TR = 876.87SANITARY MH IE IN(4")(N)=872.87 I \ / RIM=COULD NOT>' \,'' � � \ \ IE OUT(4")(SE)=872.87 - GET UNBOLTEDWATERLOO\ SANITARY / BLACK HAWK COUNTY RIM= I (E-W)-856,80 IOWA \ ��— � /- I 1 VIII 20' SANITARY EASEMENT - i ' CONNECT TO EXISTING MANHOLE I W/ DROP STRUCTURE J o TR = 879.05 0 • p /,, - 106' / IIS\ 4„� I � ry IE IN(4")(NW)-870.00 I II PVC 02.711 MMS CONSULTANTS, INC. I SANITARY MIT Date: RIM=879.05 ,�- " APRIL 23, 2020 TOP OF PIPE=856.90 / Designed by: Field Book No: BTM Drawn by: Scale: BTM Checked by: Sheet No: / BTM SANITARY MH — RIM=878.74 / Project No: /- E (E-W)=856.14 , 4/ / 10964-001 of: 5 Page 314 of 595 PROJAC SANITARY SEWER AND WATER MAIN CONSTRUCTION NOTES O1 Driveway radius (R). Residential: 10 foot minimum, 15 foot maximum. OW� oe Commercial and industrial: As specified in the 0 'B' joint contract documents. p UTILITIES **ALL SANITARY SEWER MANHOLE LIDS SHALL HAVE THE WORDS 'SANITARY SEWER' CAST IN THE LID** t\��o� THE CONTRACTOR SHALL NOTIFY IOWA ONE Ce Transition the curb height to 0 inches at end of ONE CALL AT 811 OR 800 292-8989p E' joint 2 taper/radius or at the front edge of sidewalk. Do / 1) SANITARY SEWER AND WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 0 NO LESS THAN 48 HRS. IN ADVANCE as specified &in not extend raised curb across sidewalk. PROJECT SPECIFICATIONS AS PREPARED BY MMS CONSULTANTS, INC. CONSTRUCTION \ 1 OF ANY DIGGING OR EXCAVATION. SHALL ALSO CONFORM TO THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) MANUAL, C' or EPavement thickness. WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS OR ENCOUNTERED WITHIN AND TO THE CITY OF CORALVILLE STANDARDS AND APPROVED MANUFACURERS/MODELS. joint 8 Residential: 6 inches minimum. THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE 2) ALL TRENCH EXCAVATIONS SHALL BE COMPLETED IN ACCORDANCE WITH SUDAS SPECIFICATION SECTION 3010. Commercial and industrial: 7 inches minimum. OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR NECESSARY MODIFICATION OF SERVICES. 3) CONTRACTOR SHALL PROVIDE CLASS 1 CRUSHED STONE ENCASEMENT BEDDING ACCORDING TO SUDAS p ® Sidewalk thickness through driveway to match UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SPECIFICATION 3010,2.02,A FOR ALL SANITARY SEWER UNLESS NOTED OTHERWISE ON THE PLANS. 'C' joint ellBack of curb thickness of driveway. SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN 4) SANITARY SEWERS TO BE PVC TRUSS PIPE (SUDAS 4010,2.01,E) UNLESS NOTED OTHERWISE. SANITARY Refer to Center reinforcing bar vertically in the pavement. OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT SEWER SERVICE LINES SHALL BE PVC, SDR 23.5 WITH GASKETED JOINTS (SUDAS 4010,2.04,C). Detail A LOCATION AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL BE Back of curb © Match thickness of adjacent roadway, 8 inches ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. minimum. 5) CONTRACTOR TO PROVIDE CLOW "BAND-SEAL" COUPLINGS FOR DISSIMILAR PIPE CONNECTIONS. ' O7 Provide 'E' joint at back of curb unless 'B' joint is 6) WATER MAINS SHALL BE DR-18 PVC PIPE, IN COMPLIANCE WITH SUDAS SPECIFICATION SECTION 5010,2.01, _ DETAIL A specified. UNLESS NOTED OTHERWISE ON THE PLANS. TYPE A WITH FLARES ® For alleys, invert the pavement crown 2% toward center of alley. SHEET INDEX 7) ALL CLASS 52 DIP SHALL BE WRAPPED WITH 8 MIL. POLYETHYLENE WRAP IN COMPLIANCE WITH SUDAS 5010,3.05. °�0 1 - SITE LAYOUT AND DIMENSION PLAN 8) #12 AWG SOLID COPPER TRACER WIRE SHALL BE INSTALLED ALONG ENTIRE LENGTH OF NEW WATER MAIN, IN COMPLIANCE pP�ty/��e 3 - GRADING PLEROSION CONTROL AND SWPPP PLAN CIVIL ENGINEERS WITH SUDAS SPECIFICATION 5010,3.06 AND FIGURE 5010.102. THHN INSULATION IN YELLOW, ORANGE OR BLUE. �\a�h 'B' joint �N�' 4 - UTILITY PLAN LAND PLANNERS 9) SANITARY SEWER TRENCHES SHADED ON THE PROFILE VIEW SHALL BE BACKFILLED WITH EITHER 5 - GENERAL NOTES AND DETAILS LAND SURVEYORS OF THE FOLLOWING COMPACTED TO 95% STANDARD PROCTOR DENSITY: Ot��e E' joint 2 3 Curb Drop curb b to 2" A. SUITABLE EXCAVATED MATERIAL. IF EXCAVATED MATERIAL IS NOT SUITABLE, THEN as specified 2 LANDSCAPE ARCHITECTS B. CRUSHED STONE AS SPECIFIED FOR GRANULAR TRENCH BACKFILL SHALL BE USED. joint E 6 ENVIRONMENTAL SPECIALISTS *REFER TO SUDAS SPECIFICATION 3010,2.01 FOR UNSUITABLE MATERIAL* 8 2 ®Sidewalk Drivewa 18" 12"� 7 1917 S. GILBERT ST. 10) GRANULAR TRENCH BACKFILL SHALL BE CLASS 1 CRUSHED STONE CONFORMING TO SUDAS IOWA CITY, IOWA 52240 SPECIFICATION 3010,2.02,A. COMPACT TO 95% STANDARD PROCTOR DENSITY. C joint e��rA Oj (319)351-8282 11) WATER MAINS WITHIN STREET RIGHT OF WAYS OR WITHIN EASEMENTS ADJACENT TO THE -DOQ TYPICAL SECTION STREET RIGHT OF WAYS SHALL BE BACKFILLED WITH EITHER OF THE FOLLOWING COMPACTED Gv(b O5 #5 x 36" www.mmsconsultants.net C reinforcing TO 95% STANDARD PROCTOR DENSITY: �1 R Refer to bar M etail B A. SUITABLE EXCAVATED MATERIAL. IF EXCAVATED MATERIAL IS NOT SUITABLE, THEN v B. CRUSHED STONE AS SPECIFIED FOR GRANULAR TRENCH BACKFILL SHALL BE USED. o Back of curb � 1'-0 REVISION 12) ALL SANITARY SEWER SERVICE LINES CROSSING STREET RIGHT-OF-WAY SHALL BE BACKFILLED o i NEW 10 21 IN ACCORDANCE WITH THE PRECEDING NOTE. ack of curb 7 IGURE 7030.11 0 13) ALL SANITARY SEWER SERVICE LINES SHALL BE EXTENDED = SHEET 1 OF 1 m A. TO THE UTILITY EASEMENT LINE FOR THOSE LOCATIONS WHERE THE LOTS BEING SERVED TYPE A WITH RADII DETAIL B C) CONCRETE DRIVEWAY, TYPE A Date Revision ARE ON THE OPPOSITE SIDE OF THE STREET FROM THE SEWER MAIN. 6/18/2020 CITY COMMENTS B. TO THE UTILITY EASEMENT LINE FOR THOSE LOCATIONS WHERE THE LOTS BEING SERVED ARE ADJACENT TO THE SEWER MAIN. STORM SEWER NOTES THE FOLLOWING MINIMUM CLEARANCES MUST BE MAINTAINED, ACCORDING TO SUDAS SPECIFICATION 5010,3.07: 1) STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE STANDARD DETAILED 14) WATER MAIN SHALL BE LOCATED 10 FEET HORIZONTALLY DISTANT FROM ALL SANITARY SEWER SPECIFICATIONS AND DETAILED SPECIFICATION REQUIREMENTS PREPARED FOR THIS PROJECT. AND STORM SEWER. CITY OF CORALVILLE DESIGN AND CONSTRUCTION STANDARDS AND PROCEDURES SHALL PREVAIL. 15) WATER MAIN SHALL NOT PASS THROUGH NOR CONTACT A SEWER OR A SEWER MANHOLE. 2) ALL STORM SEWERS SHALL BE CLASS 3 RCP UNLESS NOTED OTHERWISE IN THE PLANS. RIRPAP DIMENSIONS A MINIMUM HORIZONTAL SEPARATION OF 3 FEET SHALL BE MAINTAINED. Ja 17 ay 16 VERTICAL SEPARATION OF WATER MAINS CROSSING OVER ANY SANITARY SEWER SHOULD BE 3) AT PLACES WHERE A FLARED END SECTION IS REQUIRED, PIPE LENGTH INCLUDES THE FLARED G END. THE LAST TWO JOINTS ARE TO BE TIED WHERE FLARED END SECTIONS ARE REQUIRED. C0 d W L T d5o A MINIMUM OF 18-INCHES, MEASURED OUTSIDE TO OUTSIDE FROM THE CLOSEST EDGE OF EACH PIPE. IF PHYSICAL CONDITIONS PROHIBIT THIS SEPARATION, THE WATER MAIN SHALL NOT BE PLACED CLOSER THAN 6-INCHES ABOVE A SEWER OR 18-INCHES BELOW A SEWER. THE 4) ALL RCP STORM SEWERS SHALL BE PROVIDED WITH CLASS "C" BEDDING, UNLESS NOTED SEPARATION DISTANCE SHALL BE THE MAXIMUM FEASIBLE IN ALL CASES. OTHERWISE. PVC SEWERS SHALL BE PROVIDED WITH CRUSHED STONE ENCASEMENT. 12" 4' 4' 6" 3" 5) STORM SEWERS SHADED ON THE PROFILE VIEW SHALL BE BACKFILLED WITH EITHER OF THE 17) WHERE THE WATER MAIN CROSSES SEWER, ONE FULL LENGTH OF WATER PIPE SHALL BE FOLLOWING COMPACTED TO 90% MODIFIED PROCTOR DENSITY: 15" 6' 6' 6" 3" LOCATED SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM THE SEWER. THE WATER AND A. SUITABLE EXCAVATED MATERIAL. IF EXCAVATED MATERIAL IS NOT SUITABLE, THEN A SEWER PIPES MUST BE ADEQUATELY SUPPORTED AND HAVE WATER TIGHT JOINTS. A LOW 1 ` PERMEABILITY SOIL SHALL BE USED FOR BACKFILL MATERIAL WITHIN 10-FEET OF THE POINT B. CRUSHED STONE AS SPECIFIED FOR GRANULAR TRENCH BACKFILL SHALL BE USED. } * 18" 7' 7' 8" 4" OF CROSSING. 6) GRANULAR TRENCH BACKFILL SHALL BE CRUSHED STONE CONFORMING TO I.D.O.T. STANDARD 18) NOMINAL DEPTH OF WATER MAIN = 5.5 FEET TO TOP OF PIPE. SPECIFICATION 4120.04 WITH 1" MAXIMUM AGGREGATE SIZE. COMPACT TO 90% MODIFIED 24" 10' 10' 12" 6" PROCTOR DENSITY. 19) WATER MAIN SHADED ON PLAN VIEW, AND ALL WATER SERVICE LINES CROSSING STREETS, i SHALL BE INSTALLED PRIOR TO PAVING. 7) ALL STORM SEWERS SHALL HAVE CONFINED "0" RING GASKETS. STORM SEWERS 36" AND 30" 14' 14' 12" 6" SMALLER SHALL HAVE BELL AND SPIGOT JOINTS. STORM SEWERS LARGER THAN 36" MAY 20) VIDEO INSPECTION OF ALL SANITARY SEWER MAINS IS REQUIRED PRIOR TO CITY ACCEPTING OWNERSHIP OF THE SYSTEM. HAVE TONGUE AND GROOVE JOINTS. NO MASTIC JOINTS ALLOWED. 36" 17' 17' 18" 9" 21) ALL SANITARY SEWER AND SERVICE LINES SHALL BE AIR TESTED TO PASS THE FOLLOWING TEST: 8) ALL PIPE SHALL BE CERTIFIED. 9) ALL STORM INTAKES SHALL BE A MINIMUM OF 48 INCHES FROM TOP OF CURB/RIM TO SUBGRADE. 42" 20' 20' 18" 9" LOW PRESSURE AIR TESTING (SUDAS 4060,3.04,C) SUDAS TABLE 4060.02: TEST DURATION IF INVERT ELEVATIONS ARE INSUFFICIENT TO PROVIDE THIS REQUIRED DEPTH, THE CONTRACTOR y A. PERFORM FROM MANHOLE-TO-MANHOLE AFTER TO PROVIDE DEEPER STRUCTURE AND POUR CONCRETE FILLET IN INTAKE TO MAKE INTAKE PIPES BACKFILL, CLEAN AND WET PIPE LINE PIPE DIAMETER, TEST PERIOD DURATION DRAIN AT INVERT ELEVATIONS LISTED. 2 48" 22' 22' 18" 9" (INCHES) (MINITES) B. PLUG ALL INLETS AND OUTLETS TO RESIST 10) LIFT HOLES IN STORM SEWER WILL NOT BE ALLOWED. 54" 26' 26' 24" 12" THE TEST PRESSURE. 8 4.0 10 5.0 11) PROVIDE CONCRETE FILLETS IN ALL NEW & EXISTING DRAINAGE STRUCTURES PER C. USE THE TABLE TO THE RIGHT TO DETERMINE THE 12 6.0 REFERENCED DETAILS. TEST DURATION FOR SECTION BEING TESTED. Length, L PRESSURE HOLDING TIME IS BASED ON AVERAGE HOLDING 18 8.5 WHERE PUBLIC UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR ENCOUNTERED PRESSURE OF 3.0 PSI OR DROP FROM 3.5-2.5 PSI. WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 21 10.0 NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION PLAN D. INTRODUCE LOW-PRESSURE AIR INTO SEALED LINE AND ACHIEVE 24 11.5 THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES FOR NECESSARY INTERNAL AIR PRESSURE OF 4 PSIG GREATER THAN MAXIMUM 27 13.0 MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN DETAIL S PRESSURE EXERTED BY GROUNDWATER ABOVE PIPE INVERT. 30 14.0 PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE PRESSURE IN SEWER SHOULD NOT EXCEED 5.0 PSI. 36 17.0 CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHER FACILITIES IN THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN E. ALLOW 2 MINUTES MINIMUM FOR AIR PRESSURE TO STABILIZE. 42 20.0 HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT Stable Ground DISCONNECT LOW-PRESSURE AIR HOSE FROM CONTROL PANEL. 48 23.0 LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL 54 25.5 BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. F. WHEN PRESSURE HAS STABILIZED AND IS AT OR ABOVE THE 60 28.5 STARTING TEST PRESSURE OF 3.5 PSI, COMMENCE THE TEST. _ NOP PE SHALL BE PLACED ON CRUSHED lope - 0% RECORD THE DROP IN PRESSURE FOR THE TEST PERIOD. THE TEST MAY BE DISCONTINUED WHEN -1II =III1. nj THE PRESCRIBED TEST TIME HAS BEEN COMPLETED, EVEN THOUGH 1.0 PSI DROP HAS NOT OCCURRED. =11 = STONE MATERIAL. II �l 2. BELL HOLES SHALL BE HAND SHAPED m G. IF THE GROUNDWATER LEVEL AT THE TIME OF TESTING IS ABOVE THE PIPE INVERT, ADD 0.43 PSI OF �I\ � �?\o�o � ��,\>\> A IIIA SO THAT ONLY PIPE BARREL RECEIVES ' AIR PER FOOT OF WATER ABOVE THE INVERT TO TEST AIR PRESSURE RANGE OF 2.5 PSI TO 3.5 PSI xS x>x>\x >x>\\x II BEARING PRESSURE. t') � STATED ABOVE. z =11 - 3. PLACE BEDDING TO ENSURE THAT Q 4� � =1' THERE ARE NO VOIDS UNDER OR H. IF THE PRESSURE DROP EXCEEDS 1.0 PSI DURING THE TEST PERIOD, THE TEST WILL BE CONSIDERED =11 II HAND 3 Construct notch srle>- t°� i III- ALONGSIDE THE LENGTH OF PIPE. o T111GkL'1$$$, T T TO HAVE FAILED. LOCATE AND REPAIR LEAKS, AND RETEST THE LINE. I' PLACED 4. BACKFILL SHALL BE HAND TAMPED BI end of apron. I. AIR TESTING SHALL BE CONSIDERED INCIDENTAL TO SANITARY SEWER CONSTRUCTION. 111111 d lily BACKFILL UP TO 12" ABOVE TOP OF PIPE. rp Engineering Fabric min. Depth = 2T SUDAS Standard Specifications III I =11 5. SEE TABLE FOR ALLOWABLE TRENCH Footing for Apron WIDTH Bd. 22) ALL PVC TRUSS SEWERS SHALL HAVE A DEFLECTION TEST PERFORMED AS FOLLOWS: - - - PROFILE RIP RAP FOR PIPE OUTLET \III\Till\111-III III\Illi\ I' d/6 ID Bd 0 A. DEFLECTION TEST SHALL BE CONDUCTED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT =1Bd INCHES FEET & n Sedon A-A 01I FLAT GRQUNID LEAST 30 DAYS. d�8, 4" min. INCHES B. DEFLECTION TEST TO BE CONDUCTED BY PULLING A 9 ARM DEFLECTION MANDREL, COMPLYING WITH COMPACTED GRANULAR 12 2-3 APPLICABLE ASTM STANDARDS, THROUGH SEWER BY HAND, IN ACCORDANCE WITH SUDAS SPECIFICATION 4060,3.05. BACKFILL UNDISTURBED 15 2-9 C. NO PIPE SHALL EXCEED A DEFLECTION OF 5% OF INSIDE PIPE DIAMETER. SOIL 18 3-0 21 3-3 CLEANOUT DETAIL CLASS "C" BEDDING 23) MANHOLE FRAME AND LID TO BE NEENAH R-1642 SELF SEALING OR APPROVED EQUAL. 27 4 -0 N. T.S. FRAME AND LID MANHOLE FRAMES IN PAVING SHALL ALSO BE NON-ROCKING 30 4-3 NO. 4'S EACH WAY NEENAH R-1792 TYPICAL SW-512 OUTLET STRUCTURE ° -CL, OR EQUAL A & T TRUCKING 36 4-9 , , ° NTS. 24) CONTRACTOR SHALL PROVIDE A 2-YEAR MAINTENANCE BOND WITH THE CITY OF CORALVILLE COVERING 42 5-6 DEFECTIVE MATERIALS AND WORKMANSHIP FOR ALL SANITARY SEWER AND WATER SYSTEM IMPROVEMENTS. 48 6-3 ° °° ° ° ° Tw Min. Tw Min. 2 LAYERS BUILDING ID Tw PAPER OR FIBER I I 1L, INCHES FEET & - PACKING BETWEEN Q RIM ELEVATION -III- III- INCHES = PIPE AND CONCRETE ' ❑��8��� PER PLAN WATERLOO -I I BACKFILL (SEE 4 2-0 NATIVE I=�1 AND 12, ABOVE) 6 2-0 III = MATERIAL SLAB. - - �\ s BLACK HAWK COUNTY _ CLEANOUT DETAIL II- -III- 13 2-3 L J \ \/ No. 4's (typ) ° � III=1 CLASS 1 10 2-6 II=1 III= N.T.S. I= IOWA °°o° °°° ° I I lll. 12 2-9 L I�_ \ P.C.C. SLAB N :III=I°°o°°o 0.,ago a,00 ° III- BEDDING 15 3-0 -III -III CLASS 1 \ \ 6"m HOLE o�°o°o°° °°°o PLAN �� ��o I MATERIAL 2a a-o 12" :III III�F BEDDING REMOVABLE �� o° _ _ ° MATERIAL CASTING OPENING INVERT II- oa o III- _� °°m° °°'° , I- CLEANOUT BEND AND II I WOO as o o °' 1 NOTES: I-I oD °�°� I I RISER TO BE THE / 884.75 -_ ooy oo�o' 1 1. PIPE SHALL BE PLACED ON CLASS 1 00 0 0 0 0 I�I _ OD/2 CRUSHED STONE MATERIAL. �� °o° 0008 I rl GROUND ELEVATION SAME SIZE AND \i °° I �° I I CAST IRON RISER MATERIAL AS SEWER \X ,- oo°d'oc°o '000°o _ 2. BELL HOLES SHALL BE HAND SHAPED oo a�o „° = WITH FITTED GAP �` // 2 "0 HOLE WITH PIPE SCREEN -III- ppOOpO°` - SO THAT ONLY PIPE BARREL RECEIVES -I °� °°°' °°OpO h � �� MAIN. oo°o 000 a°o o / / / / / j�� A I BEARING PRESSURE. 7 3. PLACE BEDDING TO ENSURE THAT i I I _I I_I I I-1 I I-III-III-I' \X� 4" MIN THERE ARE NO VOIDS UNDER OR OD/8 J : - - ��� OPENING INVERT ALONGSIDE THE LENGTH OF PIPE. (4" MIN.) UNDISTURBED SOIL 4. BACKFILL SHALL BE HAND TAMPED UNDISTURBED SOIL \� � � 882.30 UP TO 12" ABOVE TOP OF PIPE. 5. SEE TABLE FOR ALLOWABLE TRENCH CLASS F-3 BEDDING WIDTH Tw. CLASS P-3 BEDDING INVERT ELEVATION FOR SANITARY PVC TRUSS PIPE FOR DR-18 WATER MAIN CLEHRANMINIMUM INIM M (SEE PLANS) ���/ / OUTLET PIPE ELEVATION . �� NOTE` MMS CONSULTANTS, INC. SUDAS FIGURE 3010.103 NTS SUDAS FIGURE 3010.104 NTS / ALL REINFORCING, SPECIFICATIONS SANITARY TOP OF PIPE 45 ELBOW /� � � /j � 1h AND DIMENSIONS OTHER THEN THOSE Date: SEWER CLEANOUT TO EDTTOM OF NOTED SHALL BE PER A STANDARD APRIL 23 2020 FITTINGWHERE PUBLIC OR PRIVATE UTILITY FIXTURES ARE SHOWN AS EXISTING ON THE PLANS, OR COVER. 45 WYE j / SUDAS SW-512 ENCOUNTERED WITHIN THE CONSTRUCTION AREA, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR GROUT TO NOTIFY THE OWNERS OF THOSE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. PLAN ITARY SERVICE V�������� / �V �/ Designed by BTM Field Book No: THE CONTRACTOR SHALL AFFORD ACCESS TO THOSE FACILITIES FOR NECESSARY \�\ OUTLET BPIPEDrawn by: OM TO MODIFICATION OF SERVICES. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN AN /� Scale: PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, AND THEREFORE THEIR LOCATIONS MUST BE PREFABRICATED FITTINGS II II �\ BTM CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THAT THERE MAY BE OTHER FACILITIES IN ON SERVICE LINE I I 11 Checked by: BTM Sheet No: THE CONSTRUCTION AREA, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN OR SHOWN DOUBLE CLEANOUT �� i\ /\ /A \ �� /A iA TYPICAL SW-5� Z OUTLET STRUCTURE HEREON. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND EXACT / Pro)ect No: LOCATION, AND TO AVOID DAMAGE THERETO. NO CLAIMS FOR ADDITIONAL COMPENSATION WILL SEE PLANS FOR DIAMETER OF SEWER MAIN. BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. ELEVATION 5 10964-001 af: 5 Page 315 of 595 STEEL ROOFING--4:12 PITCH O.H. O.H. STEEL SIDING N N l W – W 2 T 3 LL O.H. O.H. m= 3 36"TALL STEEL WAINSCOTS •� RIGHT ELEVATION A & T TRUCKING MEVLUDIN ALIBEGIC MEVLUDIN ALIBEGIC (319)486-6948 RISE UMBER FROSGUM11E OR15SNNULI NOTO U„-RIAKCOMPANY N WI o�BY NEPSSESRI EOR""9TRUC5�N FR'RAL DNTRAIMR 8 (315)765-9974(cell) aEouiM�'rvis s„r„o oaMswc ioa���eiHni ao�acni coo esn„°o"oaoi°n„ ED SPAHN & ROSE JESUP, IA MEVLUDINALIBEGIC@GMAILCOM AND SPARN&ROSE LUMBER CS DECLINES MY AND ALL CLAIMS FOR FALL ES HAVE SEEN—SED,EN AM—ANG xaasss Noai„Ru 2528 WEST 9th ST. WATERLOO,IA 50702 STEEL ROOFING--4:12 PITCH 1.-0.. ;OH . STEEL SIDING O S t O W m o � � O r 2 2 3 1'-0” LL 3 �❑ �❑ �❑ �❑ O.H. O o� �w STE�WAINSSCOTE 3 LEFT ELEVATION A & T TRUCKING MEVLUDIN ALIBEGIC THESE au„sna lE,Ncr„aN,s„E1 SHOUL„„aaosE LE„MeeaCo„vANvev°wu sMe„w„o naENo,uce„se°Aac„,re soa E„c,NEERs. MEVLUDIN ALIBEGIC (s1s)aas-ssaa NSTa°°TONHa°M sHTON TO ANIL cos �4=2® (315)765-9974(cell) RESE re R M R SPAHN & ROSE JESUP, IA MEVLUDINALIBEGIC@GMAILCOM ESNSTRSEE„aaoONEQANN_OGELL EERC.ACCEPTS NoUENTILDAMAGES ME NOal„Ru 2528 WEST 9th ST. SUNDERNEAR WATERLOO,IA 50702 12 12 4 4 STEEL SIDING 2'-0'• 1'2 12 0 4So Q 4 0 o o mt 2'On O.H. LL 3 ®lillidd iiiiiii HM1111111 W � E ® 3 mW 0�• 36"TALL STEEL WAINSCOTE �• 3 FRONT ELEVATION A & T TRUCKING MEVLUDIN ALIBEGIC [ 319)486-6948 i P270 MEVLUDIN ALIBEGIC (315)765-9974(cell) SPAHN&ROSE JESUP, IA MEVLUDINALIBEGIC@GMAIL.COM 2528 WEST 9th ST. WATERLOO,IA 50702 ......L"""ING'RNISHECS BRANN&ROSE LUMBER COMPANY BY DR—SMEN—ARE NC7 LICENSED ARCHITECTS-R ENGINEERS AN HE EILANB. BIAH— s ouerv.A, ncesaae 12 4 12 �4 STEEL SIDING 2'-0" 2'_0" O.H. O.H. El El O O So o o .D S S N �TALLEL WAINSCOTE REAR ELEVATION A & T TRUCKING MEVLUDIN ALIBEGIC ( of 120 MEVLUDIN ALIBEGIC (3319)1s> 17 95 SPAHN&ROSE JESUP, IA MEVLUDINA BEGIC@GMAIL.COM 2528 WEST 9th ST. WATERLOO,IA 50702 12,_0" 18'-0" 18,_0" 12'4" 3'-0" 9'-0" 9'4" 4'-0"x T-0" 4'A"x T-0" 4'1"x 3'1" 3'-0" STATIONARY WINDOWS;SET TOP OF WINDOWS @ 18'-0"OFF FINISHED FLOOR op op 0�mo c0 z w000 w000 z Z'Lu OGO~ozw OGO Fozw nw NO ON1 R'�F ON1 R'�F iN0 �_o �NwpZZ= zm wp�Zt�> z gW>i N �0 go �� oo � t= _ NZ= -z3 -zGO3 SHOP (20'-0"CLG. HGT.) ----------------------------------------- ----------------------------------------- w0 O0 o?yN 0 (0 0�mo I O �KO CD z w000 w000 z z =FOzw =FOzw z Ma amo3� omo3� ihw N 0 o M 6 F o W K F NO LIU_ W ZNZ `OZNtO - _ E) ~ww' ID > > -Z3 NZ; - - MECHANICAL ROOM - 36'-3" 12'-0" 10'-0" 7" 31/2" - 31/2" 7- US STATIONARY WINDOWS;SETTOP OF WINDOWS @ 18'-0"OFF FINISHED FLOOR ( l - 3'4" T-0" O 5'-0• - ,-0" 8,-0,. 9,-0., 3 , 7" BATH OFFICE - 30,_0.. 5'-1" 11•_2•, 12•_0•, - - 7" 31/2" 3 1/" 7" m 4 3'-0 4'-0"x 3'-0" 3'-0" 7'-0" 7'-11/2,• 6'-0" 6'-7" 3 1/2" 17'-1 1/2" 12'-7" 31/2" 30'-0" 30'-0" 60'-0" BUILDING LAYOUT A & T TRUCKING MEVLUDIN ALIBEGIC (319486 6948 2® MEVLUDIN ALIBEGIC (315)765-9974(.11) SPAHN &ROSE JESUP, IA MEVLUDINALIBEGIC@GMAIL.COM 2528 WEST 9th ST. WATERLOO,IA 50702 VERIFY LOCATION BEND USE OF BUILDING S,I ONWR OT HE GENERAL CONTRAETOR Page 318 of 595 FOR PROPER DESIGN OF BUILDING COMPONETS: GO _ CONSTRUCTION TECHNIQUES,AND STRUCTURAL REQUIREMENTSCONFORMING TO ALLSTATE& REouweM urs DON o INN GSU GSUMEG O LI-Au oa mo so 00'NA LOCAL CODES 8 ORDINANCES SHOULD BE VERIFIED IE3 H-BEEN PRO-ED.EXPRESS NOR IMPLIED BY A LICENSED ENGINEER OR ARCHITECT Site Plan Amendment south of 2280 Northeast Drive � . Looking south from Martin Luther King Jr. Looking west along Martin Luther King Jr. Drive. Drive toward Northeast Drive. , i Ilk i, s! } A 11 � tT Looking southwest from Martin Luther King Looking northeast from Northeast Drive. Jr Drive toward Northeast Drive. Page 319 of 595 APPLICATION SITE PLAN AMENDMENT TO A "R-P", "M-P", "C-P", 9619-P", 66S-1" OR"C-Z" DISTRICT CITY OF WATERLOO PLANNING, PROGRAMMING, AND ZONING COMMISSION, WATERLOO, IOWA 319.291.4366 New or Overall Amendment X Individual Building Minor change (check ane) (Minor Change must be approved by staff) 1. APPLICATION INFORMATION: a. Applicant's name(please print): A&T Trucking LLC Address:2528 West 9th Street Phone:315-765-9974 Fax: NIA City:Waterloo State:Iowa Zip:50702 Email;-meviudinalibegic@gmaii.com b. Status of applicant: (a) Owner_ (b) Other (CHECK ONE): If other explain: c. Property owner's name if different than above(please print): Address: Phone: Fax; City: State: Zip; Email: 2. PROPERTY INFORMATION.- a. NFORMATION:a. General location of site plan to be amended: Martin Luther King Jr Dr & Northeast Dr b. Legal description of property or portion to be amended:Please see attached c. Dimensions of proposed site plan amendment: 5.05 acres d. Area of proposed site plan amendment:5.05 acres e. Current zoning: M-2, P f. Reason(s) for site plan amendment and proposed use(s) of property: Applicant plans to develop lot to contain an industrial warehouse/office building and parking space for tractor trailers and trucks. g. Conditions (if any)agreed to (does not affect existing conditions unless specified): h. Other pertinent information (use reverse side if necessary): Please Note: If applicant is not the owner of the property, the signature of the owner must be secured. If it is the intent to subdivide (split) any land, vacant or improved in conjunction with this request it must go through a platting process (separate from site plan amendment request). The filing fee of$200 (for new or overall amendment), $100(for individual Building),or$0 (for minor change) (payable to the City of Waterloo)is required. This fee is non-refundable. Under no condition shall said sum or any part thereof be refunded for failure of said amendment to be enacted into law. Any major change in any of the information given will require that the request go back through the process, with a new filing fee. If the request is denied no new petition covering the same or portion of the same property shall be filed with or considered by the Planning, Programming, and Zoning Commission until four (4) months have elapsed from the date of denial by the Waterloo City Council. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in malting their decision. The undersigned authorize City Zoning Offici s to enter the property in question in regards to the reque r 04124/2020 04/24/2020 Signature of Applicant Date Signature of Owner a e 0 of 595 CITY OF WATERLOO Council Communication Resolution setting date of public hearing as September 8, 2020 to authorize the sale and conveyance of property located at the southeast corner of MLK Jr. Drive and Northeast Drive, to A& T Trucking, LLC, in the amount of$1.00, and to approve a Development Agreement and Minimum Assessment Agreement for the development of a 4,350 square-foot building, and instruct the City Clerk to publish said notice. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Site Plan and Building Plans Backup Material ❑ A&T Trucking- Development Agrement Backup Material Resolution setting date of public hearing as September 8, 2020 to authorize the sale and conveyance of property located at the southeast corner of MLK SUBJECT: Jr. Drive and Northeast Drive. to A& T Trucking, LLC, in the amount of $1.00, and to approve a Development Agreement and Minimum Assessment Agreement for the development of a 4,350 square-foot building, and instruct the City Clerk to publish said notice. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approve The City continues to work on the industrial development of the Northeast Industrial Park area. A& T Trucking would build a new 4,350 sq. ft. Summary Statement: building valued at$470,000 for the project and site, on land recently platted by the City of Waterloo for development, and be able to connect into infrastructure put in place for development. Expenditure Required: None Source of Funds: NA Policy Issue: Economic Development Alternative: Not approve The City originally acquired this land from the Waterloo Industrial Development Association(WIDA) in 1995 for industrial development. WIDA was an early arm for economic development that went out and acquired land for development and sale to the City of Waterloo later. Background Information: This particular site was recently platted to set it up for construction, especially for smaller projects like A& T Trucking. Staff believes this location will work well for the company and help bring new activity in a high Page 321 of 595 visibility location for the Northeast Industrial Park area. Legal Descriptions: Lot 1 of Northeast Industrial Park Plat No. 5, Waterloo, Black Hawk County, Iowa. 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"s a�a.�.��➢��H�a €8 $A e 6 „ _ 'V'e'.'�.: Page 327 of 595 3'-0" 9'0" 9'0' 3'-Y 4'10'x 3'-0' 4'L-x 3'-0' 4'-V x TV STATIONARY WINDOWS;SET TOP OF WINDOWS @ 1134'OFF FINISHED FLOOR 4 N ew� aw° Oz 07y� t'l o-J.1 m0 I z w00 w00❑ z z y�0-Z =WOzH z 0 `ED --Wz[VZ vOIUZNN W FWw— TFW W.,Z C7 X w o?OQI °, I fVW—= N1l1•• Q SHOP (20'4"CLG- HGT.) a m ------------------------------------------ ------------------------------------------- 0 ------------___-__-_-----------------° z ±wKO I O80 I U' z ±w0nn WW pp❑O Z �= Oz�m �ozN0 `z r-913�FwI'z c3 'o N3a¢ I go¢ I o x z3 ?3 -----------------------------------------' ------------------------------------------ 3112' -----------------------------------------3112` ,emgn 3 117.° T STAT!OVARY\MNDOVIS;SETTCPOFWNDOV1S43 IV' -OFFFINISHEDFLOOR i \ 1 T BATH n OFUGE - T 3112' 31 7' 4 4 4'-0'jr-0. 7'-0" 7`-11!2" 17'1 112° 12'-7- 3 1R" 30'_0° 60'-0" BUILDING LAYOUT A & T TRUCKING ME— IN ALIREGIC MEVLUDj IN ALIBEGIC {315 765-9074 0 II &420 SPAHN&ROSE JESUP, IA 2518 WES F9 OEGIC@GMAfLCOM 2528 WFSY Rih S7. WATERLOO,IA 50702 W IFYLOCATION8ENDUSEOF8UII_DNG encselww mr flrnKe�rt�.:,c�nccrswE�.a.aeHi FOR PROPER DESIGN OF UUILDINGCOMPONETS: gOSEI�'�erER[O.I.+SNIESIA FISPolr55trtY FPR SiRVGll4uL CJiD r a14 FURCPSOR W>53!MS-TMfC 2nRrcFDRrn CONSTRUCTION TECHNIQUES,AND STRDOTURAL vI r,axr rr o-ius calsraucmolnourD NE(UiRF.AIENTSCO14FORLIINGTOALLSTATEB _ - ° ;3uLtsT"'E"'.moi°k�Rf"^°°:T��• -"°x"""°sf �fR Page 328 of 595 LOCAL CODES 60RO:NANGES SHOULD BE VERIFEED n t- �wxxR rru9Nvl�rnC���rw wuwivi s�ii��e eieii°�rnvco.nsr.Essrnxa DYALICFNSF.D F.NGINEEROR ARCHITECT I.nS�tii"n6fJenwRonmE.sfnrxim'elaiu;req/nutrn n.Via, dOH5�1�1-I933N lltlM I doHS@Ins"llyl.5 I .O-.OZ I i I al a n iV O �y O F9 TIT fJ uU`Fo mP�mc4 mvf=��Q mm _ QTIT �mmQ�O W J Jm�>NQ >H4 _ Z vLu Z vw mm Y c7 _ _ U w N (� m Lu � € U €u — oa o =fig 3 m w ¢o LLJ z ss�o�osr _m MUM! a;u a Q ~ = �sz2po 2 Q a ss9"nz }"^ �s�s� Q LU 4�ppq "3 z 39tdg L HOU-2 H. oa i i � dOHS�B iH 913H�}tlhl _� I I dOHS�iH`J13f-I}}qhl j e0-.OZ I Page 329 of 595 dOHs 91F1013H IlVM I dOHS 81HOai I'IVM I — i X-,az i i I 3JI33OND IP913H IIVM oz i i i 4� M U- yox — nyW _ Liu j4p�s y��oE - NNE�wxo 171 12 Keg El �G U $ uted, V54 LJ fl a v) J (� W z 1W- O Li .Z U N w y w LH mmams¢ R.-�m;t L7n J im.��- C5 �N� Wm�W�Q N W��LSI�Q �MMM[7�N (� w 5tE U ❑� Z 9 — Z csw Y (U � c) m w U m w -- ¢o - Q0 o06 a Z oq � O O —j W W W F- __ _ — - F- LL o= ... L I I I o0 301330 @ 1H96H IIVM I I J �SH9i3H T1VM I dOH8@AH013HIIVM dON5 .o-az o,oz Page 330 of 595 Preparer: Christopher S.Wendland, P.O. Box 598,Waterloo, Iowa 50704 (319)234-5701 ,offer recording, return to Community Planning&Development, 715 Mulberry Street, Waterloo, IA 50703. DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is entered into as of 2020, by and between A & T Trucking LLC ("Company"), and the City of Waterloo, Iowa ("City"). RECITALS A. In furtherance of the objectives of Chapter 403 of the Code of Iowa, 2015, as amended (the "Urban Renewal Act"), City is engaged in carrying out urban renewal project activities in an area known as the Northeast Industrial Area Urban Renewal and Redevelopment Plan Area ("Urban Renewal Area"). B. Company is willing and able to finance and construct a building and related improvements on property located in the Urban Renewal Area. C. City considers economic development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives so as to encourage that goal. City believes that the development of the Property (defined below) is in the vital and best interests of the City and in accordance with the public purposes and provisions of the applicable State and local laws and requirements under which the project has been undertaken and is being assisted. AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property; Title. Subject to the terms hereof, City shall convey to Company for the sum of$1.00 (the "Purchase Price") the real property described on Exhibit "A" attached hereto (the "Property"). Page 331 of 595 Conveyance shall be by quit claim deed, free and clear of all encumbrances arising by or through City except: (a) easements, servitudes, conditions and restrictions of record; (b) current and future real estate real property taxes and assessments subject to the agreements made herein; (c) general utility and right-of-way easements serving the Property; and (d) restrictions imposed by the City zoning ordinances and other applicable law. City shall have no duty to convey title to Company until Company delivers to City reasonable and satisfactory proof of financial ability to undertake and carry on the Project (defined below), which may take the form of a lending commitment letter. City shall, at its own expense, prepare an updated abstract of title, or in lieu thereof Company may, at its own expense, obtain whatever form of title evidence it desires. If title is unmarketable or subject to matters not acceptable to Company, and if City does not remedy or remove such objectionable matters in timely fashion following written notice of such objections from Company, Company may terminate this Agreement. City shall provide any title documents it has in its possession, including any abstracts, to assist in title review. 2. Improvements by Company. Company shall construct on the Property a trucking facility of no less than 4,350 square feet with parking area capacity for approximately 30 trucks, and related parking, landscaping, and other improvements to the buildings and grounds (collectively, the "Improvements"). The Improvements shall be constructed in accordance with the terms of this Agreement, the Urban Renewal Plan, all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. Parking shall meet City's minimum requirements based on building use, occupancy, and future intended development on the Property. Company shall submit specific building designs and site plans for City review and approval, as provided in Section 4 below. Company will use its best efforts to obtain, or cause to be obtained, in a timely manner, all required permits, licenses and approvals, and will meet, in a timely manner, all requirements of all applicable local, state, and federal laws and regulations which must be obtained or met before the Improvements may be lawfully constructed. The Property, the Improvements, and all site preparation and development-related work to make the Property usable for Company's purposes as contemplated by this Agreement are collectively referred to as the "Project". 3. Timeliness of Construction; Possibility of Reverter. The parties agree that Company's commitment to cause the Project to be undertaken and to construct the Improvements in a timely manner constitutes a material inducement for the City to extend the development incentives provided for in this Agreement, including but not limited to its commitment to convey the Property to Company, and that without said commitment City would not have done so. Subject to Unavoidable Delays (defined below), Company must obtain a building permit and begin construction of the Improvements within six (6) months from the date of this Agreement (the "Project Start Date"), and construction of Improvements must be Substantially Completed within twelve (12) months after commencement (the "Project Completion Date"). For purposes of this Agreement, "Substantially Completed" means the date on which the 2 Page 332 of 595 Improvements have been completed to the extent necessary for the City to issue a certificate of occupancy relating thereto. If Company has not begun construction of the Improvements before the Project Start Date, City may terminate this Agreement as set forth in Section 15, title to the Property shall revert to City, and City shall have no further obligation hereunder. If construction has not begun by the Project Start Date but the development of the Project is still imminent, the City Council may, but shall not be required to, grant an extension of the Project Completion Date. If construction has commenced within the required period or any extended period and is stopped and/or delayed as a result of an act of God, war, civil disturbance, court order, labor dispute, fire, or other cause beyond the reasonable control of Company (each of the foregoing is an "Unavoidable Delay"), then time lost as a result of Unavoidable Delays shall be added to extend the Project Completion Date by a number of days equal to the number of days lost as a result of Unavoidable Delays, and thereafter if construction is not completed within the allowed period of extension, City may terminate this Agreement as set forth in Section 15, title to the Property shall revert to City, and City shall have no further obligation hereunder. 4. Reverter of Title; Indemnity. In the event of any reverter of title, Company agrees that it shall, at its own expense, promptly execute all documents, including but not limited to a special warranty deed, or take such other actions as the City may reasonably request to effectuate said reverter and to deliver to City title to the Property that is free and clear of any lien, claim, charge, security interest, mortgage or encumbrance (collectively, "Liens") arising by or through Company. Company shall pay in full, so as to discharge or satisfy, all Liens on or against the Property. Appointment of Attorney in Fact. If Company fails to deliver such documents, including but not limited to a special warranty deed, to City within thirty (30) days after written demand by City, then City shall be authorized to execute, on Company's behalf and as its attorney- in-fact, the special warranty deed required by this Section, and for such limited purpose Company does hereby constitute and appoint City as its attorney-in-fact. Company further agrees that it shall indemnify City and hold it harmless with respect to any demand, claim, cause of action, damage, cost, expense, liability or injury made, suffered, or incurred as a result of or in connection with the Project, or Company's failure to carry on or complete same, or any Lien or Liens on or against the Property of any type or nature whatsoever that attaches to the Property by virtue of Company's ownership of same. If City files suit to enforce the terms of this Agreement and prevails in such suit, then Company shall be liable for all legal expenses, including but not limited to reasonable attorneys' fees, incurred by City. Company's duties of indemnity pursuant to this Section shall survive the expiration, termination or cancellation of this Agreement for any reason. 5. Utilities. Company will be responsible for extending water, sewer, telephone, telecommunications, electricity, gas and other utility services to any location on the Property and for payment of any associated connection fees. 3 Page 333 of 595 6. Minimum Assessment Agreement. Company acknowledges and agrees that it will pay when due all taxes and assessments, general or special, and all other lawful charges whatsoever levied upon or assessed or placed against the Property. Company further agrees that, prior to the date set forth in Section 2 of the Minimum Assessment Agreement (the "MAA") attached hereto as Exhibit "B", it will not seek or cause a reduction in the assessed valuation for the Property as improved pursuant to this Agreement, which shall be fixed for assessment purposes, below the aggregate amount of$600,000.00 ("Minimum Actual Value"), through: (i) willful destruction of the Property (other than any demolition that may be authorized herein), Improvements, or any part of either; (ii) a request to the assessor of Black Hawk County; or (iii) any proceedings, whether administrative, legal, or equitable, with any administrative body or court within the City, Black Hawk County, the State of Iowa, or the federal government. Company agrees to sign and deliver the MAA to City concurrently with execution and delivery of this Agreement. 7. No Encumbrances; Limited Exception. Until completion of the Improvements, Company agrees that it shall not create, incur, or suffer to exist any Liens on the Property, other than such mortgage or mortgages as may be reasonably necessary to finance Company's completion of the Improvements and of which Company notifies City before Company executes any such mortgage. Company may not mortgage the Property or any part thereof for any purpose except in connection with financing of the Improvements. 8. No Assignment or Conveyance. Company agrees that it will not sell, convey, assign or otherwise transfer its interest in the Property prior to completion of the Project, whether in whole or in part, to any other person or entity without the prior written consent of City. Reasonable grounds for the City to withhold its consent shall include but are not limited to the inability of the proposed transferee to demonstrate to the City's satisfaction that it has the financial ability to observe all of the terms to be performed by Company under this Agreement. 9. Additional Covenants of Company. In addition to the other promises, covenants and agreements of Company as provided elsewhere in this Agreement, Company agrees as follows: A. Company agrees during construction of the Improvements and thereafter until the MAA termination date to maintain, as applicable, builder's risk, property damage, and liability insurance coverages with respect to the Improvements in such amounts as are customarily carried by like organizations 4 Page 334 of 595 engaged in activities of comparable size and liability exposure, and shall provide evidence of such coverages to the City upon request. B. Until Substantial Completion of the Improvements, Company shall make such reports to City, in such detail and at such times as may be reasonably requested by City, as to the actual progress of Company with respect to construction of the Improvements. C. The Property will have a taxable value as set forth in the MAA, and Company agrees that the minimum actual value of the Property and completed Improvements as stated in the MAA will be a reasonable estimate of the actual value of the Property and Improvements for ad valorem property tax purposes. Company agrees that it will spend enough in construction of the Improvements that, when combined with the value of the Property and related site improvements, will equal or exceed the assessor's minimum actual value for the Property and Improvements as set forth in the MAA. D. Until termination of the MAA, Company will maintain, preserve and keep the Property, including but not limited to the Improvements, in good repair and working order, ordinary wear and tear excepted, and from time to time will make all necessary repairs, replacements, renewals and additions. E. Company shall pay, or cause to be paid, when due, all real property taxes and assessments payable with respect to any and all parts of the Property. Company agrees that (1) it will not seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute or regulation relating to the taxation of real property included within the Property that is determined by any tax official to be applicable to the Property or to Company, or raise the inapplicability or constitutionality of any such tax statute or regulation as a defense in any proceedings of any type or nature, including but not limited to delinquent tax proceedings, and (2) it will not seek any tax deferral, credit or abatement, either presently or prospectively authorized under Iowa Code Chapter 403 or 404, or any other state law, of the taxation of real property included within the Property. 10. Purchase Option. For a period of seven (7) years from the date that the Property is deeded to Company, Company shall have an option to purchase, for the sum of $1.00, the remainder of the Property that was not purchased pursuant to Section 1. Company shall exercise such option by delivery of written notice to City, and thereafter the parties shall enter into a purchase agreement on standard terms, subject also to negotiation of a development agreement, or amendment of this Agreement, for Company's construction of new improvements on the optioned property substantially similar in type, scope and value as the Improvements provided for herein. If during the option period City receives a bona fide third-party offer to purchase the optioned property, City shall notify Company of same, and Company shall have fourteen (14) days in which to exercise its purchase option. 5 Page 335 of 595 11. Representations and Warranties of City. City hereby represents and warrants as follows: A. City is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Each person who executes and delivers this Agreement and all documents to be delivered hereunder is and shall be authorized to do so on behalf of City. 12. Representations and Warranties of Company. Company hereby represents and warrants as follows: A. It is duly organized, validly existing, and in good standing under the laws of the state of its organization and is duly qualified and in good standing under the laws of the State of Iowa. B. It has all requisite power and authority to own and operate its properties, to carry on its business as now conducted and as presently proposed to be conducted, and to enter into and perform its obligations under this Agreement. C. This Agreement has been duly and validly authorized, executed and delivered by Company and, assuming due authorization, execution and delivery by the other parties hereto, is in full force and effect and is a valid and legally binding instrument of Company that is enforceable in accordance with its terms, except as the same may be limited by bankruptcy, insolvency, reorganization or other laws relating to or affecting creditors' rights generally. D. The execution and delivery of this Agreement, the consummation of the transactions contemplated hereby, and the fulfillment of or compliance with the terms and conditions of this Agreement are not prevented by, limited by, in conflict with, or result in a violation or breach of, the terms, conditions or provisions of the articles of organization or operating agreement of Company or of any contractual restriction, evidence of indebtedness, agreement or instrument of whatever nature to which Company is now a party or by which it or its property is bound, nor do they constitute a default under any of the foregoing. E. There are no actions, suits or proceedings pending or threatened against or affecting Company in any court or before any arbitrator or before or by any governmental body in which there is a reasonable possibility of an adverse decision which could materially adversely affect the business (present or prospective), financial position, or results of operations of Company or which in any manner raises any questions affecting the validity of the Agreement or Company's ability to perform its obligations under this Agreement. 6 Page 336 of 595 13. Indemnification and Releases. A. Company hereby releases City, its elected officials, officers, employees, and agents (collectively, the "indemnified parties") from, covenants and agrees that the indemnified parties shall not be liable for, and agrees to indemnify, defend and hold harmless the indemnified parties against, any loss or damage to property or any injury to or death of any person occurring at or about the Property or resulting from any defect in the Improvements. The indemnified parties shall not be liable for any damage or injury to the persons or property of Company or its directors, officers, employees, contractors or agents, or any other person who may be about the Property or the Improvements, due to any act of negligence or willful misconduct of any person, other than any act of negligence or willful misconduct on the part of any such indemnified party or its officers, employees or agents. B. Except for any willful misrepresentation, any willful misconduct, or any unlawful act of the indemnified parties, Company agrees to protect and defend the indemnified parties, now or forever, and further agrees to hold the indemnified parties harmless, from any claim, demand, suit, action or other proceedings or any type or nature whatsoever by any person or entity whatsoever that arises or purportedly arises from (1) any violation of any agreement or condition of this Agreement (except with respect to any suit, action, demand or other proceeding brought by Company against the City to enforce its rights under this Agreement), or (2) the acquisition and condition of the Property and the construction, installation, ownership, and operation of the lmprovements, or (3) any hazardous substance or environmental contamination located in or on the Property, but only to the extent such liability has not been previously transferred to and accepted by the City in writing. C. The provisions of this Section shall survive the expiration or termination of this Agreement. 14. Default. The following shall be "Events of Default" under this Agreement, and the term "Event of Default" shall mean any one or more of the following events that continues beyond any applicable cure periods: A. Failure by Company to cause the construction of the Improvements to be commenced and completed pursuant to the terms, conditions and limitations of this Agreement; B. Transfer by Company of any interest (either directly or indirectly) in the Improvements, the Property, or this Agreement, without the prior written consent of City; C. Failure by Company to pay, before delinquency, all ad valorem property taxes levied on or against the Property; 7 Page 337 of 595 D. Failure by any party hereto to substantially observe or perform any covenant, condition, obligation or agreement on its part to be observed or performed under this Agreement or the MAA; E. Company (1) files any petition in bankruptcy or for any reorganization, arrangement, composition, readjustment, liquidation, dissolution, or similar relief under the federal bankruptcy law or any similar state law; (2) makes an assignment for the benefit of its creditors; (3) admits in writing its inability to pay its debts generally as they become due; (4) is adjudicated a bankrupt or insolvent, or if a petition or answer proposing the adjudication of Company as a bankrupt or its reorganization under any present or future federal bankruptcy act or any similar federal or state law shall be filed in any court and such petition or answer shall not be discharged or denied within ninety (90) days after the filing thereof; or a receiver, trustee or liquidator of Company, or part thereof, shall be appointed in any proceedings brought against Company and shall not be discharged within ninety (90) days after such appointment, or if Company shall consent to or acquiesce in such appointment; or (5) defaults under any mortgage applicable to the Property. F. Any representation or warranty made by Company in this Agreement, or made by Company in any written statement or certificate furnished by Company pursuant to this Agreement, shall prove to have been incorrect, incomplete or misleading in any material respect on or as of the date of the issuance or making thereof. 15. Remedies. A. Default by Compare. Whenever any Event of Default in respect of Company occurs and is continuing, the City may terminate this Agreement. Before exercising such remedy, City shall give 30 days' written notice to Company of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or the Event of Default cannot reasonably be cured within 30 days and Company shall not have provided assurances reasonably satisfactory to the City that the Event of Default will be cured as soon as reasonably possible. Upon termination, City may exercise any and all remedies available at law, equity, contract or otherwise for recovery of any sums paid by City to Company before the date of termination or to recover ownership of the Property as set forth in this Agreement. B. Default by City. Whenever any Event of Default in respect of Company occurs and is continuing, Company may take such action against City to require it to specifically perform its obligations hereunder. Before exercising such remedy, Company shall give 30 days' written notice to City of the Event of Default, provided that by the conclusion of such period the Event of Default shall not have been cured, or if the Event of Default cannot reasonably be cured within 8 Page 338 of 595 30 days and City shall not have provided assurances reasonably satisfactory to the Company that the Event of Default will be cured as soon as reasonably possible. C. Remedies under this Agreement shall be cumulative and in addition to any other right or remedy given under this Agreement or existing at law or in equity or by statute. Waiver as to any particular default, or delay or omission in exercising any right or power accruing upon any default, shall not be construed as a waiver of any other or any subsequent default and shall not impair any such right or power. 16. Obligations Contingent. Each and every obligation of City under this Agreement is expressly made subject to and contingent upon City's completion of all procedures, hearings and approvals deemed necessary by City or its legal counsel for amendment of the urban renewal plan applicable to the Property and/or project area, all of which must be completed within 180 days from the date this Agreement is approved by the City council. If such completion does not occur, then any conveyance, benefit or incentive of any type provided by City hereunder within said 180-day period is subject to reverter of title, revocation, repayment or other appropriate action to restore such property, benefit or incentive to City, and Company agrees to cooperate diligently and in good faith with any reasonable request by City to effectuate the restoration of same, or failing such restoration Company agrees to be liable for same or for the fair value thereof, plus interest on any sums owing at the rate of 10% per annum commencing with the date of demand for payment, if said payment is not remitted to City within 30 days. 17. Materiality of Company's Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Company to be performed is a material term of this Agreement, and each and every such promise, covenant, representation, and warranty constitutes a material inducement for City to enter this Agreement. Company acknowledges that without such promises, covenants, representations, and warranties, City would not have entered this Agreement. Upon breach of any promise or covenant, or in the event of the incorrectness or falsity of any representation or warranty, City may, at its sole option and in addition to any other right or remedy available to it, terminate this Agreement and declare it null and void. 18. Performance by City. Company acknowledges and agrees that all of the obligations of City under this Agreement shall be subject to, and performed by City in accordance with, all applicable statutory, common law or constitutional provisions and procedures consistent with City's lawful authority. All covenants., stipulations, promises, agreements and obligations of City contained in this Agreement shall be deemed to be the covenants, stipulations, promises, agreements and obligations of City and not of any governing body member, officer, employee or agent of City in the individual capacity of such person. 9 Page 339 of 595 19. No Third-Party Beneficiaries. No rights or privileges of any party hereto shall inure to the benefit of any contractor, subcontractor, material supplier, or any other person or entity, and no such contractor, subcontractor, material supplier, or other person or entity shall be deemed to be a third-party beneficiary of any of the provisions of this Agreement. 20. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: (a) if to City, at 715 Mulberry Street, Waterloo, Iowa 50703, fax number 319--291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Company, at 2528 West 9th Street, Waterloo, Iowa 50702, email MELVLUDINALIBEGIC GMAIL.COM, Attention: Mevludin Alibegic. Delivery of notice shall be deemed to occur (i) on the date of delivery when delivered in person, (ii) one (1) business day following deposit for overnight delivery to an overnight air courier service which guarantees next day delivery, (iii) three (3) business days following the date of deposit if mailed by United States registered or certified mail, postage prepaid, or (iv) when transmitted by facsimile so long as the sender obtains written electronic confirmation from the sending facsimile machine that such transmission was successful. A party may change the address for giving notice by any method set forth in this Section. 21. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Company nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 22. Amendment, Modification, and Waiver. No amendment, modification, or waiver of any condition, provision, or term of this Agreement shall be valid or of any effect unless made in writing, signed by the party or parties to be bound or by the duly authorized representative of same, and specifying with particularity the extent and nature of the amendment, modification:, or waiver. Any waiver by any party of any default by another party shall not affect or impair any rights arising from any subsequent default. 23. Severability; Reformation. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this 10 Page 340 of 595 Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 24. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. 25. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 26. Counterparts. This Agreement may be executed in one or more counterparts, each of which shall be deemed an original and all of which, taken together, shall constitute one and the same instrument. 27. Entire Agreement. This Agreement, together with the exhibits attached hereto, constitutes the entire agreement of the parties and supersedes all prior or contemporaneous negotiations, discussions, understandings, or agreements, whether oral or written, with respect to the subject matter hereof. 28. Time of Essence. Time is of the essence of this Agreement. IN WITNESS WHEREOF, the parties have executed this Development Agreement by their duly authorized representatives as of-the date first set forth above. CITY OF WATERLOO, IOWA A & T Trucking LLC By: By: Quentin M. Hart, Mayor Title: Attest: Kelley Felchle, City Clerk PERSONAL GUARANTY. The undersigned person(s), being either an owner, officer, shareholder, member and/or manager of Company, hereby agree for themselves and their heirs, personal representatives, and assigns, to unconditionally guarantee to City, its successors and assigns, the full and prompt performance by Company, its successors and assigns, of all promises and covenants on the part of 1� Page 341 of 595 Company to be performed pursuant to the foregoing Agreement, including but not limited to the duties of indemnity set forth therein, if any. Liability of guarantors hereunder is joint and several. 12 Page 342 of 595 EXHIBIT "A" Legal Description of Property. Lot 1 of Northeast Industrial Park Plat No. 5, Waterloo, Black Hawk County, Iowa, in accordance with the recorded plat thereof, containing 5.05 acres, and subject to easements and restrictions of record. Page 343 of 595 EXHIBIT °B" MINIMUM ASSESSMENT AGREEMENT This Minimum Assessment Agreement (the "Agreement") is entered into as of , 2020, by and among the CITY OF WATERLOO, IOWA ("City"), A & T Trucking LLC ("Company"), and the COUNTY ASSESSOR of the City of Waterloo, Iowa ("Assessor"). WITNESSETH: WHEREAS, on or before the date hereof the City and Company have entered into a development agreement (the "Development Agreement") regarding certain real property, described in Exhibit "A" thereto, located in the City; and WHEREAS, it is contemplated that pursuant to the Development Agreement, the Company will undertake the development of an area ("Project") within the City and within the Northeast Industrial Area Urban Renewal and Redevelopment Plan Area; and WHEREAS, pursuant to Iowa Code § 403.6, as amended, the City and the Company desire to establish a minimum actual value for the land and the building(s) pursuant to this Agreement and applicable only to the Project, which shall be effective upon substantial completion of the Project and from then until this Agreement is terminated pursuant to the terms herein and which is intended to reflect the minimum actual value of the land and buildings as to the Project only, and WHEREAS, the City and the Assessor have reviewed the preliminary plans and specifications for the improvements (the "Improvements") which the parties contemplate will be erected as a part of the Project. NOW, THEREFORE, the parties hereto, in consideration of the promises, covenants, and agreements made by each other, do hereby agree as follows: 1. Upon substantial completion of construction of the Improvements by the Company, the minimum actual value which shall be fixed for assessment purposes for the land and Improvements to be constructed thereon by the Company as a part of the Project shall not be less than $600,000.00 ("Minimum Actual Value") until termination of this Agreement. The parties hereto agree that construction of the Improvements will be substantially completed before July 31, 2021. If they are not, then the parties agree to execute an amendment to this Agreement that will extend the dates specified in Section 2 below. 2. The Minimum Actual Value herein established shall be of no further force and effect, and this Minimum Assessment Agreement shall terminate, on December 31, 2030. Nothing herein shall be deemed to waive the Company's rights under Iowa Code Page 344 of 595 § 403.6, as amended, to contest that portion of any actual value assignment made by the Assessor in excess of the Minimum Actual Value established herein. In no event, however, shall the Company seek or cause the reduction of the actual value assigned below the Minimum Actual Value established herein during the term of this Agreement. Nothing herein shall lirnit the discretion of the Assessor to assign at any time an actual value to the land and Improvements in excess of the Minimum Actual Value. 3. Company agrees that it will not seek administrative review or judicial review of the applicability or constitutionality of any Iowa tax statute or regulation relating to the taxation of real property included within the Property that is determined by any tax official to be applicable to the Property or to Company, or raise the inapplicability or constitutionality of any such tax statute or regulation as a defense in any proceedings. 4. This Agreement shall be promptly recorded by the City with the Recorder of Black Hawk County, Iowa. The City shall pay all costs of recording. 5. Neither the preambles nor provisions of this Agreement are intended to, or shall be construed as, modifying the terms of the Development Agreement. 6. This Agreement shall inure to the benefit of and be binding upon the successors and assigns of the parties, including but not limited to future owners of the Project property. CITY OF WATERLOO, IOWA [A&TTRUCKING LLC] By: By: t Quentin M. Hart, Mayor Title: �- 1 Attest: Kelley Felchle, City Clerk STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) On this day of , 201L0, before me, a Notary Public in and for the State of Iowa, personally appeared Quentin M. Hart and Kelley Felchle, to me personally known, who being duly sworn, did say that they are the Mayor and City 2 Page 345 of 595 Clerk, respectively, of the City of Waterloo, Iowa, a municipal corporation, created and existing under the laws of the State of Iowa, and that the seal affixed to the foregoing instrument is the seal of said municipal corporation, and that said instrument was signed and sealed on behalf of said municipal corporation by authority and resolution of its City Council, and said Mayor and City Clerk acknowledged said instrument to be the free act and deed of said municipal corporation by it and by them voluntarily executed. Notary Public STATE OF IOWA } ) ss- COUNTY ss.COUNTY OF BLACK HAWK } Subscribed and sworn to before me on 6J0-p-r a , 20U, by MR'Cr M°'- as 1 fwJbAk of [A&T TRUCKING LLC]. JAY LASSEN !ZiC mkft Number 815811to u bl' Icy commis M Expires 3 Page 346 of 595 CERTIFICATION OF ASSESSOR The undersigned, having reviewed the plans and specifications for the improvements to be constructed and the market value assigned to the land upon which the improvements are to be constructed for the development, and being of the opinion that the minimum market value contained in the foregoing Minimum Assessment Agreement appears reasonable, hereby certifies as follows: The undersigned Assessor, being legally responsible for the assessment of the property subject to the development, upon completion of improvements to be made on it and in accordance with the Minimum Assessment Agreement, certifies that the actual value assigned to such land and building upon completion of the development shall not be less than Six Hundred Thousand Dollars ($600,000.00) in the aggregate, until termination of this Minimum Assessment Agreement pursuant to the terms hereof. Assessor for Black Hawk County, Iowa Date STATE OF IOWA ) ) ss. COUNTY OF BLACK HAWK ) Subscribed and sworn to before me on , by T.J. Koenigsfeld, Assessor for Black Hawk County, Iowa. Notary Public i i Page 347 of 595 j CITY OF WATERLOO Council Communication Resolution approving request of Mack Stanley for a waiver for a concrete driveway, located at 920 Short Street(approach will be on Butler Street), and authorize the construction of a concrete driveway and placing a driveway or sidewalk on city right-of-way on an unimproved street. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ DW Waiver 920 Short St Backup Material Resolution approving request of Mack Stanley for a waiver for a concrete SUBJECT: driveway, located at 920 Short Street (approach will be on Butler Street), and authorize the construction of a concrete driveway and placing a driveway or sidewalk on city right-of-way on an unimproved street. Submitted by: Submitted By: Jamie Knutson, PE, City Engineer Recommend for approval by the City Engineer. This waiver is needed due to the placement of a driveway or sidewalk on City right-of-way on an unimproved street. I have reviewed this request and recommend its approval subject to the following provisions. Recommended Action: 1. Work to be performed by an approved and bonded contractor. 2. A permit is to be obtained from the office of the City Engineer prior to construction. 3. All work shall be performed under the supervision of the City Engineer and at no cost to the City of Waterloo. $7.00 cash for the purpose of recording this waiver and a copy of the legal description have been provided to the City Clerk's office. Legal Descriptions: PART OF THE NE 1/4 OF SEC 29, T 89, R 12 Page 348 of 595 WAIVER ®ate: _ �� 1.� 7k/ _ , ��,� I" C`��J Honorable Mayor and City Council " City Fall Waterloo, IA 50703 Council Persons: I hereby request a waiver to the driveway and sidewalk specifications for the construction of a - ; r driveway or sidewalk located at (concrete or asphalt) 11 (Address) This waiver is needed because of: special surface texture to be used on the concrete approach (i.e., exposed aggregate, brick stamped pattern, paving brick). elimination of the sidewalk section due to the inability to meet the grade requirements. elimination of the sidewalk section for asphalt driveways. _7, placement of a driveway or sidewalk on City right-of-way on an unimproved street.. Other: I agree to the following: 1. To remove and replace this driveway to an official elevation at no additional expense to the City of Waterloo at such time that sidewalk is constructed. 2. To remove and replace the private driveway, as needed, to an official elevation at no additional expense to the City of Waterloo at such time that curb and gutter is constructed. 3. To pay for any additional expenses for the replacement of any such textured driveway or sidewalk that has been removed for any City of Waterloo project. 4. To employ a bonded contractor who shall obtain a-permit from the office of the City Engineer. 5. To have the driveway constructed according to the specifications and policies of the City Engineer and under his supervision. 6. This waiver is for this property only. Attached herewith is a payment in the amount of seven dollars ($7.00) for the purpose of recording this agreement. Respectfully submitted, 14-U �/j4u/� Printed Name of Oroperty Owner Signature of Property Own/eIr Page 349 of 595 CITY OF WATERLOO Council Communication Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as September 10, 2020 and date of public hearing as September 14, 2020, in conjunction with the FY 2021 Hope Martin Park Shelter Reconstruction, Contract No. 1028, and instruct the City Clerk to publish said notice. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Cont 1028 NPH Backup Material Resolution approving preliminary_plans, specifications, form of contract, etc., setting date of bid opening as September 10, 2020 and date of public SUBJECT: hearing as September 14, 2020, in conjunction with the FY 2021 Hope Martin Park Shelter Reconstruction, Contract No. 1028, and instruct the City Clerk to publish said notice. Submitted by: Submitted By: Matt Schindel, Associate Engineer Summary Statement: Expenditure Required: TBD Source of Funds: Leisure Services funds Page 350 of 595 NOTICE OF PUBLIC HEARING On Proposed Plans, Specifications, Form of Contract, And Estimate of Cost For the FY 2021 HOPE MARTIN PARK SHELTER RECONSTRUCTION In the City of Waterloo, Iowa CONTRACT NO. 1028 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 loth day of September, 2020 until 1:00 p.m. for the construction of the FY 2021 HOPE MARTIN PARK SHELTER RECONSTRUCTION, Contract 1028 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 Second Floor Council Chambers at City Hall, in the City of Waterloo, Iowa, on the 10th day of September, 2020 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 14th day of September, 2020, 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 the City Engineering Department are now on file in the office of the City Clerk for public examination, and any person interested therein may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto at the meeting above set forth. The City of Waterloo will continue to hold City Council meetings as scheduled, however in response to COVID-19, elected officials and city staff will participate via videoconferencing with elected officials and city staff dialing in to the meeting to participate. The public is invited to speak on public hearing items in the following ways. Call the City Clerk's Office at 319-291-4323 by 4:45 p.m. to obtain conference call information. Alternatively, you may email your comments to comments@waterloo-ia.org and they will be read during the public hearing. Please state the public hearing item on which you wish to speak. Members of the public may also attend the meeting in person but will be strongly encouraged to wear a mask and practice social distancing. NOTICE OF HEARING CONTRACT NO. 1028 PagrgW2351 of 595 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 McGraw Hill Construction Dodge 3315 Central Ave. Hot Springs, AR 71913 Reed Construction Data 30 Technology Parkway South, Ste. 500 Norcross, GA 30092 3) Plan Room Web sites: Master Builders of Iowa web site at www.mbionline.com Dodge Lead web site: http://dodgepromects.construction.com/ Reed Const. Data Lead web site: http://www.cmdgroup.com/project-leads/ SCOPE OF WORK The extent of the work involved is construction of a shelter structure at Hope Martin Park including grading, concrete work, construction of the shelter structure, and miscellaneous items. Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the day of CITY OF WATERLOO, IOWA BY: Kelley Felchle City Clerk NOTICE OF HEARING CONTRACT NO. 1028 PagV�gy2352 of 595 CITY OF WATERLOO Council Communication Resolution approving preliminary plans, specifications, form of contract, etc., setting date of bid opening as September 10, 2020 and date of public hearing as September 14, 2020, in conjunction with the Waterloo Regional Airport, Water Main Improvements Phase I Project, Contract No. 1033, and instruct the City Clerk to publish said notice. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Cont 1033 NPH Backup Material Resolution approving preliminary_plans, specifications, form of contract, etc., setting date of bid opening as September 10, 2020 and date of public SUBJECT: hearing as September 14, 2020, in conjunction with the Waterloo Regional Airport, Water Main Improvements Phase I Project, Contract No. 1033, and instruct the City Clerk to publish said notice. Submitted by: Submitted By:Wayne Castle, PLS, PE,Associate Engineer Summary Statement: Expenditure Required: TBD Source of Funds: TIFF Page 353 of 595 NOTICE OF PUBLIC HEARING On Proposed Plans, Specifications, Form of Contract, And Estimate of Cost forthe WATERLOO REGIONAL AIRPORT WATER MAIN IMPROVEMENTS— PHASE I CITY OF WATERLOO, IOWA CONTRACT NO. 1033 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 loth day of September, 2020, until 1:00 p.m. for the construction of WATERLOO REGIONAL AIRPORT WATER MAIN IMPROVEMENTS — PHASE I, CONTRACT NO. 1033 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 10th day of September, 2020, until 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 14th day of September, 2020, said hearing to be held in the Harold E. Getty Council Chambers in City Hall in said City. The proposed plans, specifications, form of contract, and estimate of cost for said improvements heretofore prepared by AECOM are now on file in the office of the City Clerk for public examination, and any person interested therein may file written objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto with the City Clerk before the date set for said hearing, or appear and make objection thereto at the meeting above set forth. The City of Waterloo will continue to hold City Council meetings as scheduled, however, in response to COVID-19, elected officials and city staff will participate via videoconferencing, with elected officials and city staff dialing into the meeting to participate. The public is invited to speak on public hearing items in the following ways: Call the City Clerk's Office at 319-291-4323 by 4:45 p.m. to obtain conference can information. Alternatively, you may email your comments to comments(ci)_waterloo-ia.or_g and they will be read during the public hearing. Please state the public hearing item on which you wish to speak. Members of the public may also attend the meeting in person but will be strongly encouraged to wear a mask and practice social distancing. The NOTICE TO BIDDERS can be viewed at the following locations: 1) City of Waterloo web site: http://ci.waterloo.ia.us/ 2) Plan Rooms: Master Builders of Iowa 221 Park Street, PO Box 695 Des Moines, IA 50303 Notice of Public Hearing NPH-1 of 2 Waterloo Arpt Water Main Impr-Phase I AECOM#60633175 Contract No. 1033 WatpCa0e 14 Of 595 McGraw Hill Construction Dodge 3315 Central Ave. Hot Springs, AR 71913 Reed Construction Data 30 Technology Parkway South, Ste. 500 Norcross, GA 30092 3) Plan Room Web sites: Master Builders of Iowa web site: www.mbionline.com Dodge Lead web site: http://dodgepromects.construction.com/ Reed Const. Data Lead web site: http://www.cmdgroup.com/project-leads/ SCOPE OF WORK The extent of the work involved is to install water system improvements at the Waterloo Regional Airport which will provide redundancy of the system, enhancing fire protection and providing water services for future development. The work includes extending 10,800 LF of 12-inch water main and associated appurtenances from Midport Boulevard, across Betsworth Drive, and tying into the existing water main to the north at the airport. Published pursuant to the provisions of Chapter 26 of the City Code of Iowa and upon order to the City Council of said Waterloo, Iowa, on the day of 20_ CITY OF WATERLOO, IOWA BY: Kelley Felchle City Clerk Notice of Public Hearing NPH-2 of 2 Waterloo Arpt Water Main Impr-Phase I AECOM#60633175 Contract No. 1033 WatpCa�e v.P535 of 595 CITY OF WATERLOO Council Communication Motion approving request of Habitat for Humanity for an extension to repair sidewalks at 312 Clay Street(CN 132) and a vacant lot in the 300 block of Clay Street(PIN 8913-24-162-002). City Council Meeting: 8/24/2020 Prepared: 8/12/2020 Motion approving request of Habitat for Humanity for an extension to repair SUBJECT: sidewalks at 312 Clay Street(CN 132) and a vacant lot in the 300 block of Clay Street(PIN 8913-24-162-002). Submitted by: Submitted By:Wayne Castle, PLS, PE,Associate Engineer Recommended Action: Approve request for extension. Extension of no later than November 30, 2020 for the FY 2020 Sidewalk Repair Program- Zone 10. Habitat is rehabilitating the home at 312 Clay Summary Statement: Street and a vacant lot directly across the street from 312 Clay Street and as part of the final exterior work for 312 Clay, will repair sidewalks at both lots at one time. Page 356 of 595 CITY OF WATERLOO Council Communication Motion approving Change Order No. 2 from Peterson Contractors, Inc., of Reinbeck, Iowa, for a net increase of$26,173.20, in conjunction with the FY 2020 Newell Street RISE Project, Contract No. 991, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Change Order Backup Material Motion approving Change Order No. 2 from Peterson Contractors, Inc.. of SUBJECT: Reinbeck, Iowa, for a net increase of$26,173.20, in conjunction with the FY 2020 Newell Street RISE Project, Contract No. 991, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Submitted By:Matt Schindel,Associate Engineer Recommended Action: Approve change order Source of Funds: Page 357 of 595 CITY OF WATERLOO,IOWA CHANGE or EXTRA WORK ORDER NO. 2 PROJECT:FY 2020 Newell Street RISE Project ,CONTRACT NO. 991 Date Prepared: 8/18/2020 AMOUNT: $ 26,173.20 Increase TO: Peterson.Contractors,Inc. ,Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated Tune 8,2020. A. Description of change to be made or extra work to be done: 1. Add storm sewer and fill in ditch on south side of Newell Street on east end B. Reason for ordering change or extra work: Reduce future maintenance issues in the ditch with continuous water coming from storm basin on Con- trol site. C. Settlement for cost of work to be made as follows: 1. Storm Sewer,RCP,24" 326 LF $79.20/LF $25,819.20 2. Remove and Reinstall 24" Apron 1 EACH $2,420/EACH $2,420.00 3. SW-401 Manhole w/ SW-601C Cover 1 EACH $3,850/EACH $3,850.00 4. Storm Sewer,RCP,18" -52 LF $58.00/LF -$3,016.00 5. SW-401 Storm Manhole -1 EACH $2,900/EACH -$2,900.00 Total Net Increase $26,173.20 CITY OF WATERLOO BY: PETERSON CONTRACTORS INC. Mayor Date CONTRACTOR BY:, 2F�- Date ATTEST: MATT BOHLEN PRINTED NAME: City Clerk Date TITLE: ESTIMATOR / PROJECT MANAGER j PROVED: y Engin er ate Page 358 of 595 CITY OF WATERLOO Council Communication Motion approving Change Order No. 1 from Strand and Associates, of Madison, Wisconsin, for a net increase of$32,215.10, in conjunction with the Wastewater Treatment Plant Biosolids Modification Project, Contract No. 994, and authorizing the Mayor to execute said document. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Memo to Mayor and Council Cover Memo ❑ Change Order No.l Backup Material Motion approving Change Order No. 1 from Strand and Associates, of SUBJECT: Madison, Wisconsin, for a net increase of$32,215.10, in conjunction with the Wastewater Treatment Plant Biosolids Modification Project, Contract No. 994, and authorizing the Mayor to execute said document. Submitted by: Submitted By:Brian Bowman, Treatment Operations Supervisor Recommended Action: Approve Change Order No.l Expenditure Required: $32,215.10 Source of Funds: State Revolving Fund-Sewer Funds Page 359 of 595 CITY OF WATERLOO , IOWA Waste Management Services 3505 Easton Avenue • Waterloo, IA 50702 .Phone(319)291-4553•Fax(319)291-4523 August 19, 2020 A4ayor QUENTIN Memo to Waterloo Mayor and Council HART RE: Change Order No.1 Wastewater Treatment Plant Biosolids Modification Project-City Contract COUNCIL No. 994 MEMBERS Background Discussion: MARGARET This change order covers modifications to the concrete and reinforcing design of the new base KLEIN slab and walls of the WAS Storage Tank.This is an existing tank on site which is being retrofitted Ward I for a new purpose. Field verification of the existing elevations of the tank resulted in the need to JONATHAN thicken the new slab of the tank and provide additional reinforcing to accommodate the new GRIEDER intended use of the tank.Additionally, pressure relief valves which protect the tank from damage Ward from groundwater were moved from their existing location in the slab to the walls of the tank. This change will improve the treatment process by minimizing the amount of groundwater that MO RR[SSEY RIenters the tank under normal conditions.A credit is also included for three medium-voltage IVard 3 transformers which will be supplied by the electric utility(MidAmerican Energy) instead of by the contractor as part of this project. JEROME AMOS,JR. Ward d Recommended Action: RAY FEUSS It is recommended approval of Change Order No. 1 in the amount of$32,215.10. Ward 5 With the original contract price of$16,587,300.00 this Change Order will result in 0.0019% SHARON increase in price. JUON At-Large DAVE BOESEN At-Large WE'RE WORKING FOR YOU! An Equal Opportunity/Affirmative Action Employer Page 360 of 595 �. Strand Associates, Inc.® 910 West Wingra Drive Madison,WI 53715 - (P)608.251.4843 STRAND ASSOCIATESo August 18,2020 CHANGE ORDER NO. 1 PROJECT: F.Y. 2020 Wastewater Treatment Plant Biosolids Modifications Project OWNER: City of Waterloo,Iowa CONTRACT: City Contract No. 994 CONTRACTOR: Woodruff Construction Description of Change la Provide modifications to the medium-voltage (DEDUCT) ($85,066.00) transformers in accordance with attached Cost Proposal Request(CPR)001 dated June 3,2020, excluding CPR item 001-02. The allowance referenced in the CPR is not required and is not included in this change order. lb Provide modifications to the pressure relief valves and ADD $43,632.00 design of the divider wall for the Waste Activated Sludge(WAS) Storage Tanks(Str. 175)in accordance with attached CPR 002 dated July 23,2020. lc Provide modifications to the design and reinforcing of ADD $73,649.10 the base slab in the WAS Storage Tanks(Str. 175)in accordance with the attached Work Change Directive 001 dated July 28,2020. TOTAL VALUE OF THIS CHANGE ORDER: ADD $32,215.10 Contract Price Adjustment Original Contract Price $16,587,300.00 Previous Change Order Adjustments $0.00 Adjustment in Contract Price this Change Order $32,215.10 Current Contract Price including this Change Order $16,619,515.10 Contract Completion Date Adjustment Original Contract Completion Date March 3,2022 Contract Completion Date Adjustments due to previous Change Orders 0 Days Contract Completion Date Adjustments due to this Change Order 0 Days Current Contract Completion Dates including all Change Orders March 3, 2022 SKH:tll\S:\MAD\4400--4499\4463\009\Construction\Change Orders\001\CO l.docx Arizona I Illinois I Indiana I Kentucky I Ohio I Texas I Wisconsin www.strand.con: Page 361 of 595 Strand Associates, Inc: City of Waterloo, Iowa—Woodruff Construction Contract 991, Change Order No. 1 Page 2 August 18, 2020 �� ls�slip �f� This document shall become a supplement to the Contract and all provisions will apply hereto. ` '• l psi : ! DED O SULTANT—Strap oc• Inc Date APPROVED a` 8/18/2020 CONTRACrMoodruff Co struction Date APPROV OWNER—City of Waterloo, Iowa Date SKH:lll\S'WAI}54400--4499144631009\Conslrvclion\Change Orders10011CO I doex www.strand.com Page 362 of 595 Cost Proposal Request 6: FY 2020 Wastewater Treatment Plant Biosolids Modifications 1 City of Waterloo, Iowa STRAND City Contract No. 994 AS SO C I A T E S' June 3,2020 COST PROPOSAL NO.: 001 TO: Woodruff Construction LLC ISSUED BY: Sam Hocevar DISTRIBUTION Nathan Goetsch Woodruff Construction LLC Brian Bowman City of Waterloo Randy Wirtz Strand Associates,Inc.® Sam Hocevar Strand Associates,Inc.® Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE SPECIFICATIONS Section 2612 19-Liquid Filled Transformers 001-01 CHANGE: Transformers PMT-1, 170PMT-A, and 170PMT-B shall be provided by MidAmerican Energy Company.MidAmerican Energy Company will install the transformers,terminate the primary and secondary feeders (feeders provided by Contractor) to the transformers, and install transformer ground grids.Contractor shall provide transformer concrete pads per MidAmerican Energy Company's electric service manual requirements. 001-01 CHANGE: The new secondary feeders to existing transformers 325PMT-A and 325PMT-B will be terminated by MidAmerican Energy Company(feeders provided by Contractor). 001-02 ADD a$5,000 cash allowance for all MidAmerican Energy Company labor and materials necessary to install transformers PMT-1, 170PMT-A, and 170PMT-B, and for terminating new secondary feeders to existing transformers 325PMT-A and 325PMT-B. The cash allowance shall be adjusted based on final costs. Contractor shall not use this allowance for providing the transformer concrete pads, for providing geosynthetic barrier secondary containment,or for any coordination labor with MidAmerican Energy Company. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 02-E5.01 001-03 REPLACE transformer containment pads with geosynthetic barrier secondary containment as specified in the attached specification section 26 22 20-Geosynthetic Barrier Secondary Containment System. Geosynthetic barrier secondary containment shall be installed to meet MidAmerican Energy Company's electric service manual requirements.The geosynthetic barrier secondary containment shall be installed within a trench a minimum of 2'-0"deep and 3'-0"wide on all four sides of the transformer and shall be filled with 3" screened river rock to final grade. ARC\S:\MAD\4400--0499\4463\009\Consteuction\Cost Proposal Requests\CPR 001_MediunaVoltageTransfwners_2020-06-03.docx Page 363 of 595 SECTION 26 22 20 GEOSYNTHETIC BARRIER SECONDARY CONTAINMENT SYSTEM PART 1—GENERAL 1.01 SUMMARY A. Work included: CONTRACTOR shall provide a prefabricated polyvinyl blanket barrier and accessory material including excavation of soil materials to form a secondary containment system around liquid-filled transformers. B. Related Sections and Divisions: Applicable provisions of Division 01 shall govern Work in this section. 1.02 REFERENCES A. IEEE Std 980-1994 R2001 (The Institute of Electrical and Electronics Engineers) Guide for Containment and Control of Oil Spills in Substations. B. Code of Federal Regulations (CFR) 40 CFR Protection of the Environment; PART 112—Oil Pollution Prevention. C. AASHTO No. 57 (American Association Of State Highway And Transportation Officials) 1 .03 QUALITY ASSURANCE A. Manufacturer: Firms regularly engaged in manufacturing polyvinyl blanket barrier systems with minimum three years of documented experience. B. Installer: Firms regularly engaged in installation of polyvinyl blanket barrier or similar systems with minimum three years of documented experience. 1 .04 SUBMITTALS A. Submit shop drawings and product data under the provisions of Section 01 33 00—Submittals. B. Shop drawings shall include plan drawing(s) showing physical layout of each containment system with dimensions and details. If required, include required permits and site restoration plans. C. Provide physical characteristics and engineering calculations where required and identify dimensional limitations. 1.05 DELIVERY, STORAGE, AND HANDLING A. Store and protect products under provisions of Section 01 60 00—Materials and Equipment. B. Handle polyvinyl blanket and all accessories in accordance with manufacturer's requirements. Section 26 22 20-1 4463.004/City Contract No.994(CPR No. 1) Page 364 of 595 1.06 WARRANTY A. Provide manufacturer warranty against failure of barrier material when installed properly including provision for replacement of failed units. Warranty shall be in effect for the service life of the installed product. B. Unless otherwise stated below, manufacturer shall warrant the equipment to be free from defects in material and workmanship for the entire warranty period from the earlier of either the date established for partial utilization or Substantial Completion of the project. PART 2—PRODUCTS 2.01 MANUFACTURER A. Polyvinyl blanket secondary containment systems shall be as manufactured by C.I.Agent° Solutions, or equal. 2.02 MATERIALS A. Geosynthetic barrier shall be designed to prevent flow of hydrocarbons from a site by becoming an impervious barrier in the event of an oil release and allow unrestricted water flow during normal rainfall or snow melt events. B. Barrier shall consist of three manufacturer assembled component parts: 1. Front section of the barrier shall be a basic geotextile fabric made from synthetic materials that is both hydrophobic and oleophilic with high wicking capability. 2. Middle section of the barrier shall be a layer of C.I.Agent°, a blend of cross-linking polymers which are non-toxic, nonhazardous and environmentally friendly; made to encapsulate oils into a cohesive rubber-like mass. 3. Barrier Back Section shall be Agent-X. Agent-X is two layers of a geotextile with C.I.Agent° polymers laminated between the layers. 2.03 PERFORMANCE A. Hydrocarbon flow rate through barrier: 0 gpm. B. Barrier shall be able to provide a minimum flow of 3 gpm of water per square foot of material with one foot of head pressure. C. Barrier shall be able to solidify approximately a half gallon of oil per square foot of barrier. D. UV resistance: 70%. E. Oxidation resistance: 80%. F. Barrier shall meet Spill Prevention Control and Countermeasures (SPCC) requirements in accordance with 40 CFR 112. Section 26 22 20-2 4463.004/City Contract No.994(CPR No. 1) Page 365 of 595 2.04 MATERIAL FOR COVER A. Provide material for cover of barrier. Gradation requirements shall be determined in accordance with AASHTO No. 57 and manufacturer's recommendations. 2.05 ACCESSORY MATERIALS A. Provide all accessories required to install secondary containment system in accordance with manufacturer's recommendations. PART 3—EXECUTION 3.01 INSTALLATION A. Avoid damage wherever excavation is being done. The width of such excavation shall not exceed the width actually necessary for the proper execution of the work. B. Install geosynthetic barrier in accordance with manufacturer's instructions and as shown on the Drawings. C. Overlap and splice barrier sections, as necessary, according to the shop drawings and the manufacturer's recommendations. D. Barrier shall not be cut or trimmed without the express approval of the manufacturer. E. Attach to grade to permit sufficient adjustment to accommodate construction tolerances and other irregularities allowing expeditious progress of the work. F. Where barrier abuts a concrete equipment pad, provide a polyvinyl liner compressed to the face of the concrete using continuous 1/8-inch by 1-inch type 304 stainless steel strips anchored to concrete pad with stainless steel hardware as recommended by the manufacturer. END OF SECTION Section 26 22 20-3 4463.004/City Contract No.994(CPR No. 1) Page 366 of 595 WOODRUFF CONSTRUCTION 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319)233-3349 Fax:(319)233-3369 August 17, 2020 RE: Waterloo F.Y. 2020 Wastewater Treatment Plant Biosolids Modifications SUBJ: Cost Proposal: 001 Pricing—REV3 To whom it may concern, The following is our pricing per Cost Proposal 001 (Transformer Modifications) Cost Breakdown Schammel Electric (quote enclosed) _ ($85,066.00) A II,..... nce _ $�,.,.,., ..., E wAi. Aiiov.unve not needed rnvvvaii�c — Our total price to perform the changed work is a CREDIT of$80,066.00 Sincerely, WOODRUFF CONSTRUCTION, LLC SAI: Total price to be Nate Goetsch, Project Manager $85,066.00 age 35 7 OT OVO SCHAMMEL ELECTRIC, INC. DATE:08/17/2020 TIME:10:37:16 AM PAGE:1 SCHAMIAEL ELECTRIC,INC.--BID SUMMARY DATE: 08/17/2020 PR NO. 001 R4 JOB: WATERLOO WWTP BIOSOLIDS MODIFICATIONS CREDIT TRANS--ORMERS BY M DAMERICA MATERIAL: MATERIAL EXT: LABOR LABOR SIZE MATL DESCRIPTION QUANTITY PRICE UNIT AMOUNT HOURS PER TOTAL ABB 1000 A XFMR(13.8KV TO 480V) (2) 37,600.00 1 (75,200.00 4.00 1 (8.00 ABB 1500 A XFMR(13.8KV TO 480V) (1) 46,950.00 1 (46,950.00 4.00 1 (4.00 ABB 1000 A XFMR(13.8KV TO 480V)10%CANCEL C 2 3,760.24 1 7,520.48 1.00 11 2.00 ABB 1500 KVA XFMR(13.8KV TO 480V)10%CANCEL C 1 4,694.24 1 4,694.24 1.00 1 1.00 MIDAME EXC ATE 18"X 24"DEEP FOR CONTAINMENT M 120 0.50 1 60.00 20.00 100 24.00 02-E5.01 SPECIFIED TRANSFORMER PAD/STRUCTURE (3) 3,000.00 1 (9,000.00) 1.00 1 (3.00 MIDAME TRAIN 3FORMER PAD PER SERVICE MANUAL DRA 3 2,000.00 1 6,000.00 1.00 1 3.00 INSTALL CONIAINMENT FABRIC FOR EQUIPMENT PAD 3 SEE QUOTE 1 23,056.05 8.00 1 24.00 MISC COST:COORDINATION/DOCUMENTATION/ 1 0.00 1 0.00 1.00 1 1.00 DAY MINI EXCAVATOR RENTAL 31 359.00 1 1,077.00 0.00 1 0.00 HOURS CRANE TO SET TRANSFORMERS (4) 150.00 1 (600.00) 1.00 1 (4.00 -------------------------- -------------- SUBTOTALS MATERIAL (89,342) HOURS 36.0 0 PERCENT SALES TAX 0 ------------------------- MATERIAL TOTAL (89,342 36.0 HOURS LABOR @ REG HOURLY RATE: ------$-1-07.98 PER HOUR 3,887 OH&P ON SELF PERFORMED LABOR 10 %OF GROSS 389 ------------------------- LABOR TOTAL 4,276 MATERIAL TOTAL(FROM ABOVE) (89,342 ------------------------- GRAND TOTAL PRICE (85,066 ------------ -- ------------ -- Page 368 of 595 Cost Proposal Request F.Y. 2020 Wastewater Treatment Plant Biosolids Modifications Project = City of Waterloo,Iowa STRAND Contract No. 1021 Assoc IAT ES' July 23, 2020 COST PROPOSAL NO.: 002 TO: Woodruff Construction LLC ISSUED BY: Sam Hocevar DISTRIBUTION Nathan Goetsch Woodruff Construction LLC Brian Bowman City of Waterloo Robert Fortune Strand Associates,Inc. Randy Wirtz Strand Associates, Inc. Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications to the Contract Documents described herein. DESCRIPTIONS AFFECTING THE DRAWINGS Drawing 48(175-ASM3.01) 002-01 Add#4@24"hooked dowels at top of wall as shown on the attached markup to Sheet 48. Alternative every other space with current bars. 002-02 Revise horizontal bar spacing in wall as noted on the attached markup to Sheet 48. Provide #7@6" from the top of wall to 5'-0"from the top of wall. Provide#7@8"starting 5'-0"from the top of wall to 9'-0"from the top of wall. Provide#7@12"starting 9'-0"from the top of wall to the base slab. 002-03 Provide 90-degree ductile iron bend up at existing wall pipes (elevation 821.12+/-). Provide 4-inch floor-style PRV mounted at the top of a painted ductile iron riser. Riser shall be flanged DI for connection to 90 bend and plain end at the connection to the PRV. Top of PRV should be set an elevation of 826.00.Provide pipe support between wall and PRV at PRV elevation.Provide pricing and associated costs to reflect 15 PRV installations (one existing wall pipe will be in conflict with new wall). 002-04 Provide a credit for the return of the 13 PRVs originally specified. Initials\S:\MAD\4400-4499\4463\009\Conshvction\Cost Proposal Requests\CPR 002\COST PROPOSAL NO 002 REVL&d x Page 369 of 595 WOODRUFF CONSTRUCTION 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319)233-3349 Fax:(319)233-3369 July 24, 2020 RE: Waterloo F.Y. 2020 Wastewater Treatment Plant Biosolids Modifications SUBJ: Cost Proposal: 002 Pricing REV1 To whom it may concern, The following is our pricing per Cost Proposal 002 (WAS Storage Tank Modifications) dated 7/23/20. Cost Breakdown Woodruff On-site Supervision (4 hr) = $480.00 Additional Reinforcing: Harris Rebar (quote enclosed) = $3,314.00 Woodruff—Install Additional Dowels (28 ea) = $616.00 Equipment Operator(4 hr) = $520.00 Crane Rental (2 hr) = $300.00 Forklift Rental (2 hr) = $200.00 Process Piping: Woodruff- Process Piping Install =$13,850.00 Scissor Lift Rental (1 wk) = $300.00 Utility Equipment Company(quote enclosed) = $8,529.00 Pipe Supports Material (16 x$250/ea) = $3,750.00 Dvorak Painting(quote enclosed) = $5,049.00 Subtotal =$36,908.00 Mark-up = $5,536.00 Insurance = $382.00 Bond = $806.00 Our total price to perform the changed work is an ADD of$43,632.00 Qualifications age J t U OT OVO Pricing is based on installing the PRV's that were previously intended to be installed in the concrete floor of the tank. It is assumed that the outside diameter of the pipe will properly receive into the PRV. Sincerely, WOODRUFF CONSTRUCTION, LLC Nate Goetsch, Project Manager I Ambassador Steel Fabrication LLC Change Order No.: !&) anwebar CHANGE ORDER CO-0004 NnbassauorSteel Bid Item No.: Job No.: Job Description: Original C/O Date: Revised C/O Date: 002 00520037 FP-WWT Plant-Waterloo 07/10/20 Sell To: W10742 Woodruff Construction Company 1890 Kountry Lane Fort Dodge, IA 50501 USA Change Order Description: ADD-REINFORCING FOR CPR 002 Description Type Quantity Line Amount ADD-REINFORCING FOR CPR 002 Add 1 LS 3,313.65 Comments CHANGE DESCRIPTION:Add-CPR 002 Reinforcing AUTHORIZED BY:Nate Goetsch w/Woodruff Construction CONTRACTOR CONTACT INFO:nateg@woodruff.build HARRIS RELEASE# 0025XB OTHER :CPR 002 HARRIS DRAWINGS AFFECTED: RW01.00 & RW01.01 RE-DETAILING HOURS:4 hours ADDITIONAL FREIGHT: 1 ADDED WEIGHT BLACK BAR:3,538 REMARKS: Per CPR 002 emailed by Nate Goetsch w/Woodruff Construction to Tim Schnieders w/Harris Rebar(7/2/20), revisions to the WAS Storage Tank center wall were made.Top 5'of horizontal spacing at 6", next 4'of horizontals at 8",and additional#4 dowels each face at 24"are added. Total: 3,313.65 Addition To Contract Ambassador Steel Fabrication LLC 1401 N. 15th Ave. E., Newton, IA 50208, USA T.641-792-7142 F.641-792-2820 Customer Copy Page 372 of 595 74 I tifity Equipment Company Dare of Quote- _o 4473 Texas Street Contractor/City: q 4rWaterloo, Iowa 50702 Project: (319) 296-2335/(800) 772-1738 Fax: (319) 296-2110 fill]it QTY UIIIIT DESCRIPTION UNIT TRICE EXTEND --- — - � - -- - -- -� �/ - 2045.55 - 5700.00 y N/A 783.30 8528.85 Prices c7uoted herein are firm for orders placed in 15 days and shipped within 30 days,except as speclflcaNy ITIE11 ioried hcrelll. Pricing Is subject to manufacturer's terms of escalation and stock availability. Manufacturing or sales taxes are not Included. All orders are sub}ect to aur acceptance. Our quotations are a service not a guaranteed bill material, Quantities,sizes or speciricallons are not euaranteed and should he carefully checked. Terms are net 30 days. Any nan-stock lterri(s)will Incur passli)le frelpht ciiarges. Any returns WWIncur a inininuun 10%restock tee, Any special order material returned will be subjeCt to vendor restock fee, Delivery charges play apply. Page 373 of 595 Dvorak Painting Nate Goetsch From: Roger Dvorak <dvorak.roger@gmail.com> Sent: Tuesday, July 14, 2020 5:11 PM To: Nate Goetsch Subject: Re:Waterloo Biosolids: CPR 002 Nate you are correct. I must have had my mind on going to our Granddaughters wedding. The rizers are 5ft tall which would be a deduct of 22 hours @ $72.00 per man hour equaling$1584.00 off our quote of $6970.00. Leaving an add for CPR002 of i5 in lieu 16 $5,049.38 On Tue,Jul 14, 2020 at 2:41 PM Nate Goetsch <nateg@woodruff.build>wrote: Roger, I believe the risers are about 5' each.You have them at 18'. Can you relook and let me know? Nate Goetsch I Project Manager Woodruff Construction, LLC (319)233-3349 x101 bV00-] UFr 1.7N9TRLICTIM7 XXIWF www.woodruff.build This email,including all attachments,is confidential information and belongs to the sender and/or the senders company.This information may be legally privileged.If you are not the intended recipient,you are hereby notified that any distribution,disclosure,copying,or taking of any action regarding the contents of this electronically transmitted information is strictly prohibited.If you are not the intended recipient,please reply to the sender if you have received this message in error,and then please delete.Thank you.-Woodruff Construction From: Roger Dvorak<dvorak.roger@gmail.com> Sent: Monday,July 6, 2020 9:47 AM To: Nate Goetsch <nateg@woodruff.build> Subject: Re: Waterloo Biosolids: CPR 002 Waterloo, Iowa Bio Solids i Page 374 of 595 6: 1=1 STRAND AS SOCIATE So Work Change Directive Directive No.: 001 Contract No.: City Contract No. 994 Owner: City of Waterloo, IA By: Sam Hocevar Contractor: Woodruff Construction Date: July 28, 2020 Description of Work Cost Cost Deduction Addition a. Remove floor Pressure Relief Valves (PRV) and extension pipes from base slab installation. b. Provide Adeka Ultraseal MC-201OMN around all removed PRVs in existing base slab and at intersection of existing wall and existing base slab. c. Provide additional 65-#8@12" O.C. x 34'-0" long top bars, perpendicular to and centered on tank, alternate w/#7@12" top mat, 7'-0" off face of divider wall. Required on each side of divider wall. Provide adhesive anchor dowels as shown on marked up sheet 47 (attached). d. Provide 2-rows of#4 standees @48" O.C. between top mat of reinforcing and single mat of#5@12" O.C. E.W. 2" clear from thickened slab projecting 6'-0"from tank divider wall. Required on each side of divider wall. Provide thickened base slab. Refer to marked up Sheets 47 and 48 (attached). Total $73,649.10 Remarks: See attached documentation reviewed and recommended by Consultant, Change in Contract Price by: ❑ Supplemental Unit Price ❑ Unit Price ® Lump Sum Requested by: Strand Associates, Inc. 7/28/2020 Date Recommended by: 7/28/20 Sam Hocevar, Strand Associates, Inc.° (Consultant) Date Accepted by: / 7/29/20 Nate Goetsch, Woodruff Construction (Contractor) Date Approved by: Brian Bowman, City of Waterloo, IA (owner) Date --THIS FORM IS NOTA SUBSTITUTE FOR A PROPERLY PREPARED AND EXECUTED CHANGE ORDER-- Initials\S:\MAD\4400--4499\4463\009\Construction\Work Change Directive\WCD-001\2020.06.29 WCD-001.docx Page 375 of 595 NOTE 1. STOP KEYWAYS AND WATERSTOPS IN VERTICAL JOINTS 6" BELOW EXPOSED TOP OF WALL. 2. WATERSTOP TO ELONGATE 1"WITHOUT STRESSING RIBS OR CONCRETE. DO NOT RUN REINF. THRU JOINT. [� ✓/L7 1 a )� T y1 3. t = 3/8" MIN. 4. W=5 1/2" L0� 4)rC-r. I .•ftp iv - 9" WATERSTOP \ _ it 12- WAS PROVIDE TEMP. 2x2 ,ii N �J WOOD BLOCK. REMOVE F �� �{, � ,>?n � �0 (TLP.OF 2) +�//6-WAS /"':r , ' /"'"/ BEFORE CAULKING D _ EL $18 12# � EL 9�4_ :.•` I ;f�h`� 9 - -- - CAULK ALL EXPOSED EXPANSION t SIDES OF JOINTS PVC - 1 1/2- HALF ROUND WATERSTOP $ACNER ROD EXPANSION JOINT OR EJ, 1/2" CORK EXP. FILLER w� ,�•}k AS INDICATED ON PLANS z i� 10 `� W( RPANSION JOINT 4'x5' SCALE u1 (TYP. 2] o 0 0 WAS r� 4 KIP) Y`O. 20EL 8 A � l 6 STORAGE 1 + $9D ro Al✓hoveG� f TANK W � IO N0. t A �' I wuslorr 20- A ���iG [.�' 1 �•' ._.:`� I}. �! CL EL 836.20 11 U11G�P�S f� = NUM O l4epop,11 y :1- y (-P. 1 L7NC TYP.] UUUU---���� OF A$) ■ AtLJ iY Cf LA 41 /V µ . +• GENERAL NOTES: � 1. SEE DRAWING 990-ASM6.02 FOR STRUCTURAL O GENERAL NOTES. Q KEY N07E5: N 0 LEAVE ONE PENETRATION OPEN AND COVER Z U) It . v �■'L WITH FILTER FABRIC. m O � a ` 2O FILL SCUM PIT WITH CRUSHED STONE AND F } 3 G PROVIDE 8"CONCRETE SLAB Wg4G8" _ Ot O Z `I� CENTERED EACH WAY, DOWEL SLAB TO 'Z F V 9 8" WAS ■Yl EXISTING WALLS W/04912�x10"LONG Q O �I �''� ADHESIVE ANCHOR DOWELS EMBED 4:. SLOPE } J EL 831.00 `�. WAS ( C) // ',/lny�-� NEW SLAB AT 1/4"PER FT. FOR D"KACE. CL W _ STORAGE "` 1 J IO f O} F 0 t r TANK � a3 ROUGHEN EXISTING SURFACE TO 1/4' Q F Q V 9 6" WAS \ NO. 2 AMPLITUDE AND PROVIDE#606"ADHESIVE (n W F 3 } CL EL 9.50 ANCHOR DOWELS EMBEDDED 6 3/4', H Z t1 F ,, - CONTRACTOR SHALL LOCATE EXISTING EL 62&00 �. �.� r' •,/ RACDNAR RADAR OR GROUND SSURABLEOPENETRATING TECHNOLOGY ANDLOCATE 3 W REINFORCING, LSPROVID10 E HYOROPHIUC WATER ~ D f f • -� �• -� STOP AT JOINT WITH EXISTING. PROVIDE 13j1 16®t2"VERTICAL BARS EACH FACE(TYP-AT T" 6 BOTH ENDS OF NEW WALL), 8 B` WAS t !, � QQ (E EL 831.00 Q �kl� IVB��+� a4 PROVIDE EXPANSION JOINT IN WALL. 3 m T �' t PROVIDE HORIZONTAL EXPANSION JOINT IN N ] ! ! WALKWAY WIN T/2-EXPANSION MATERIAL AND N / CAULK ALL AROUND, AT SAME LOCATION AS •� `� 1� p f• ,1��� r/C X1146� _S WALL EJ (TYP. AT BOTH ENDS OF NEW WALLJ. 7 A 1 >; 12 LADDER STEPS ©. BF AERATION SYSTEM f� SEE SPECIFICATION CSECTION OAM B 45051 2LE 1'FU5ER5. ACCESS DOOR •g WAS 2 i O6 SLOPE 1/6 INCH PER FOOT TO SUMP_ 175-100A �, l b. 9 8" WAS 629.50 - --- - - O7 2'x2'x8'SUMP WITH ALUMINUM GRATING- (i EL 831.00 - �' -- __-- O8 PROVIDE SINGLE MECHANICAL SEAL JOB NO. �' O9 PROVIDE DOUBLE MECHANICAL SEAL_ 446CT �p 3.004 6" WAS `1 F r -_. PROJECT MGR. � (� EL 829.5008 �? 7 - RANDALL A.WIRTZ 10 PRDInDE 316 55 EXTENSION STEM AND SUPPORTS. PROVIDE FLOOR BOX AND WAS 0 V 4' a' ,s• N OPERATING NUT. •� VALVE nu 11 WAS VALVE VAULT SHALL BE A PRECAST VAULT 11 STRUCTURE PER SPECIFICATIONS. SEE CENERAL NOTES DRAWING 176-ASItE1,01. AT CONTRACTORS OPTION, FROVIOE CAST IN PLACE STRUCTURE, DESIGN BY CONTRACTOR. 12 FLOOR DOOR BY STRUCTURE AND R-SHPLL BE PROVIDED STRAND 13 INFILL WITH NEW RAILING WHERE WALKWAY IS ASSOCIATES* REMOVED. 47 175-ASM1.01 Page 376 of 595 FLOAT ELEVATIONS FLOAT JUNCTION FLOAT DESCRIPTION VALUE A HIGH WATER ALARM LSH-10-7-1 837.12 ALUMINUM BOX (nP RAILING WITH TOE EL 840.18 B LOW WATER ALARM LSL-10-7-1 822.25• • [B_AA�RD (,Trp.)��! AT CENTER C HIGH WATER ALARM LSH-10-7-2 837.12 D LOW WATER ALARM LSL-10-7-2 822.25' 'l EL 640.12 -CONFIRM WITH AERATION #6012" AT EDGE OF EQUIPMENT MANUFACTURER 2 2X WALKWAY _ R Ilk OWL 837.12 io X4012" ,{1 { ;<J��•/P'� 1 I' $1012' �- �'�X.(/` r'�� }'l vl)��.L•d/�!' C r 3/8" 316 STAINLESS STEEL SEI_ DETAIL FOR HA C OOKS ANCHORED TO BOTTOM 7H EQUIPMENT I+ IN THISF WALKWAY (rr�,} IN THIS AREA i.7�Gu�''z �GJ S. 1� S r✓L �.�•I e���. _ 3 STAINLESS STEEL WIRE MESH 1 I hiL• .'I.L 7.4 v �' ��� �r✓� {�!� '�I p-{�1'P:-OF..FLOAT-CM5 B8112" ' J/SGC=/✓l ✓/L c7cn" �S��J• Al", v FLOAT CABLE 0:(nP. of s) r/JStG/ .Pre.4 REMOVABLE sW o FLOAT SUPPORT 6 f 9-0:4 4 f � (SS CABLE AND PVC lY f!� 1/J //lt� COATED WEIGHT) (nP.) •'�- �� QWE (I f�r NEW CONCRETE (7®12" LS B D 07012" BASE SLABGx-!r 1'- AT EL o_ - 8Of- #5012' CENTER I '� X5012 i 7012" L 818-12"TOP OF GRO'J- + _ L #5012" n IL Z LAP Z ►.. �` S EZ 810 .t�'1_ � j � � �.Ji+ rN 11 / �/y L2 �' � . FILL WITH �� �u lll� a U/ 0 4000 PSI / .� C CONCRETE FILL SECTION Q 0 0 a � o , ,17 a If f ( JI W = 1 O Z Aftl ^ 00_ da u Uf`�J t- 0 Z IL j �0 1 me 00 F 0 W Z Ill. W S .�'I' C7�✓ H H 8 CF_7 ; di � � m u ALUMINUM HAONDRAIL-0 � F � - _u-T-_� � - � Q (nP. BOTH SIDES) - - - - - -— 3 Lou: CONCRETE SEL 837.12 SIDEWALK EL 840.18 3 tt 20" SSA EL 839.12 _ _ _ EL 838.25 1 .lam 3 - HWL 837.12 TION � Lyy ' ' Q WAS 5-0. EQUIPMENT O VALVE 4 d' 0" EXPANSION PROVIDED BYMANUFACTURER STEM WITH ca ^ rqr S /� 0 VAULT /� JOINT IN 3 EXTENSION ! y G` y /'�/ 7 / O 8'WAS 5 !l J(nP.) NEW WALL NOT ALL SUPPORT(TYP.) � �� / t� EL 831.00 / PIPING SHOWN N /� f_ C. � 10" BUTTERFLY ) U.6c+ 6� 6' WAS - VALVE GENERAL NOTES: EL 829.50 L: 10" SS A DROP _ 1. SEE DRAWING 175-ASM1.01 FOR GENERAL NOTES. 12" WAS LEG (nP) rL EL 819 45 SS PIPE KEY NOTES: EL VARIES SUPPORT(TYPJOB NO. 4'-•O"LONG HORIZONTAL LEGS. SEE SECTION 175-ASM3.01 O2 ROU+;HENED CONSTRUCTIONJOINT W/HYDROPHILIC 4463.004 PROJECT MGR. �4Q12"K 2'�6"ADHESIVE FOR REINFORCING WATERSTOP. RANUALL A.WIRTZ 12" CRUSHED PRECAST ANCHOR 6', CENTER IN EXISTING OOWELS EMBED O PROVIDE HAND WHEEL OPEAATOR, STEM, AND STONE MAT OVER VALVE VAULT p RR 1 CIS h GUIDE. HANO WHEEL StWLL 8E MINIMUM 6" WAIL (nP. ALL AROUND) �A�AERATI VIV EQUI.P_MT dETAIL ABOVE RAIUNG. GEOTEXPLE FABRIC -A5113.01 k0 SCALE SECTION LI.Q O4 PROVIDE 4 FOOT WIDE OVERFLOW BETWEEN TANKS ❑ 1V1T}1 BOTTOM ELEVATION AT HWL. OS PROVIOE 316 EXTENSION STEM, 316 SS SECT! SUPPORTS. FLOOR 0Q%, AND OPERATING NUT STRAND n -Alla o, ( ) O6 PROVIDE SUVGLE MECHANICAL SEAL. ASSOCIATES SHEET 48 175-ASM3.01 . .>�4<00__,aB9„�J 1><0.nye��❑ ��„,>,_� s.c,, TI : Mu 21).20ac- Page 377 of 595 WOODRUFF CONSTRUCTION 1717 Falls Avenue I Waterloo, IA 50701 Ph: (319)233-3349 Fax:(319)233-3369 July 21, 2020 RE: Waterloo F.Y. 2020 Wastewater Treatment Plant Biosolids Modifications SUBJ: Work Change Directive: 001 Pricing To whom it may concern, The following is our pricing per Work Change Directive 001 (WAS Storage Tank Modifications) dated 6/17/20. SUMMARY COST BREAKDOWN Woodruff Labor: On-site Supervision (6hrs x$130/hr) _ $780.00 Superintendent Intern (8.5hrs x$90/hr) _ $765.00 Laborer (172.5 hrs x$80/hr) _$13,800.00 Concrete Finisher(26 hrs x$100/hr) _ $2,600.00 Carpenter(4 hrs x$90/hr) _ $360.00 Operator(13 hrs x$130/hr) _ $1,690.00 Subtotal =$19,995.00 Material: Adhesive HIT HY 200 (78 tubes x$40.04) _ $3,123.12 Adeko MC-2010M (3 boxes x$353.29) _ $1,059.87 Adeka P210 (24 tubes x$580.00) _ $580.00 Manatts (Invoice Enclosed) _ $8,233.50 Subtotal =$12,996.49 Equipment: Misc Large Tools (generators, compressors, epoxy guns, laser, large drill bits, hammer drills, cutoff saw,fuel, etc) _ $1,000.00 Formwork Materials = $1,000.00 Sun Concrete Pumping (Invoice Enclosed) _ $2,333.75 United Rentals—Pump (Invoice Enclosed) _ $3,195.14 Diesel Fuel (40 gal x$2) _ $80.00 Crane Rental (8.5 hr x$150) _ $1,275.00 Forklift Rental (2 hrs x$100) _ $200.00 Subtotal = $9,083.89 age J t 6 OT OVO Subcontractors: Harris Rebar (Invoice Enclosed) =$19,974.96 Chosen Valley Testing(Invoice Enclosed) _ $248.00 Subtotal =$20,222.96 Subtotal =$62,298.34 Mark-up = $9,344.75 Insurance = $644.79 Bond = $1,361.22 Our total price to perform the changed work is an ADD of$73,649.10. Sincerely, WOODRUFF CONSTRUCTION, LLC Nate Goetsch, Project Manager Woodruff Labor-WCD#001 Date: Supt Intern Supt Laborer Concrete Finisher Carpenter Operator 6/17/2020 1.5 2.5 6/18/2020 4 4 4 6/23/2020 1.5 2 43 1.5 6/24/2020 18.5 6/25/2020 43 2 6/30/2020 4 1 7/6/2020 8 7/8/2020 34 1.5 7/9/2020 2.5 7/13/2020 1 7/14/2020 3 17 26 7/21/2020 4 0.5 61 8.51 172.51 261 41 13 Page 380 of 595 Scope in Blue Font are Corrections RPR records from 2020.06.17: 1--WC PM, 1-hr. 1--WC Superintendent 1.5-hrs. review slab changes. 1--WC Intern 1.5-hr. review slab changes 1-hr.move#9 bar and standee bundles from Str-350 stockpile to Str-175 (w/JLG). RPR records from 2020.06.18: 8-Harris ironworkers for 4.5-hours, Reference Harris Invoice for actual Tie wire 1--WC operator 3-hr Removal of PRV's 1.5-hr Tadano (lowered reinforcing into tank) Intern - 1 hr 0.5-hr. JLG Skytrack operator - 1 hr 1--WC intern 3-Hr. Crane - 0.5 hr Rotary laser used for standee grade 2--WC carpenters 2-hrs raise boxout for increased slab height at wall 2x material Plywood Saw nails RPR records from 2020.06.22 No work RPR records for 2020.06.23 1--WC superintendent 1.5-hr. Coordinate and direct dowel sizing and spacing. 3--WC Iaborers'ZK-hrs.D'a 9 - 1730 drill for slab dowels. 10 hrs 0700-1730 30 hrs 4--1" drill bits. 2--generators and gas 3--hammer drills 2--WC laborers 4-.�E-hrs. 0_830-1400 cutting dowels 6.5 hrs 0700-1400 13 hrs #7 bars from Str-350 Chop saw and 2-cycle gas 4--saw blades 1--WC Intern 2-hrs 1330- 1730 cleaning drill holes 2 hrs? 1--Air compressor 2--1-1/4" brushes 1--WC operator 1.5-hr. JLG 1/2-hr. #7 bundle from Str-350 to Str-175, Tadano 1-hr lower/remove materials into/out of Str-175 RPR records for 2020.06.24 Water over reinforcing level and rain began at 1430. Contractor unable to work 4 @ 4 hrs = 16 hrs 1 @ 2.5 hrs = 2.5 hrs Total 18.5 hrs S:\MAD\4400--4499\4463\009\Construction\Work Change Directive\WCD-001\WCD-001 T&M tracking.dou Page 381 of 595 RPR records for 2020.06.25 O--WC superintendent 0.0-hr. 4--WC laborers 10.0-hrs. 0700— 1730 drill for slab dowels. 4--1" drill bits. 2--generators and gas 3--hammer drills 1--WC laborers 3.0-hrs. 0900-1200 1--Air compressor 2--1-1/4" brushes 1 rotary laser 1--epoxy gun ---epoxy cartridges 1--WC operator 2.0-hr. Tadano 2-hr lower/remove materials into/out of Str-175 RPR records for 2020.06.26 No work. Rain day. Water level in tank near wall PRV level. Contractor not running trailer-mounted pump. RPR records for 2020.06.30 O--WC superintendent 0.0-hr. 2--WC laborers 1.5-hrs. 0700—0830 tying dowels to top mat and resume dowel installations 2--WC laborers 0.5-hrs. 0800-0830 1--Air compressor 1-1-1/4" brushes 1--epoxy gun ---epoxy cartridges 1--WC operator 1.0-hr. Tadano 1-hr lower/remove materials into/out of Str-175 RPR records for 2020.07.06 O--WC superintendent 0.0-hr. 2--WC laborers 4-hrs. 0700— 1100 PRV cored opening water stop installations _—Adeka° P201 cartridges 1-59-LF of Adeka° MC-2010 224 if RPR records for 2020.07.08 4--WC laborers 7-hrs. 0600— 1330 Set thickened slab edge forms 1--WC laborers 6-hrs. 0700— 1330 Set thickened slab edge forms 210-LF of 2x12 and 2x4, nails, chamfer 1--WC operator 1.5-hr. Tadano 1-hr lower/remove materials into/out of Str-175 RPR records for 2020.07.09 1--WC operator 2.5-hr. Tadano 1-hr lower/remove materials into/out of Str-175 JLG Skytrack 1-hr to move bars from Str-350 to Str-175. 4--Harris Ironworkers Reference Harris Invoice for actual 1--Harris Ironworker Foreman 3.5-hours 0600—0930 to stage, set, and tie thickened slab reinforcing +4.0-hours travel time. S:\MAD\4400--4499\4463\009\Construction\Work Change Directive\WCD-001\WCD-001 T&M tracking.dou Page 382 of 595 RPR records for 2020.07.13 1--WC laborer 1.0-hr. Run bead of Adeka° P-201 from EJ to EJ on top of slab. RPR records for 2020.07.14 1--WC Superintendent 3.0-hours 1--WC Laborer 3.0-hours 3--WC laborers 4.0-hours 4--WC finishers 6.5-hours Tadano 0-hr lower/remove JLG Skytrack 0-hr 1--Sun Valley Pumping operator - - 5:30 to LOAM, plus travel 1-58-meter concrete pump Reference Sun Pumping Invoice for actual 4 WC 0.5 hrs/each for wet cure/burlap 2 hrs 7/xx/20 - Strip Forms & Misc Clean-up 2 laborers 2 hrs = 4 mh 0.5 mh operator 0.5 hr crane S:\MAD\4400--4499\4463\009\Construction\Work Change Directive\WCD-001\WCD-001 T&M tracking.dou Page 383 of 595 Page 1 of 1 INVOICE INVOICE NUMBER � 14028893-00 *A CONSIRUCTOMPPLY 6ROUPC04PA4Y PHONE: (319)236-5074 INVOICE DATE Stetson Building Products,LLG FAX: (319)236-0011 320 W 18TH ST TOLL FREE: (800)383-2959 06/22/20 WATERLOO,IA 50702-1308 PO NUMBER 20-023 BILL TO: SHIP TO: WOODRUFF CONSTRUCTION, LLC WOODRUFF CONSTRUCTION, LLC 1890 KOUNTRY LN 1890 KOUNTRY LN FORT DODGE, IA 50501-8722 FORT DODGE, IA 50501-8722 CUSTOMER NO ORDER NO SHIP VIA DUE DATE TERMS 416951 14028893-00 CUST PICK UP 07/22/20 NET 30 DAYS ORDER DATE SHIP DATE ORDER BY TAKt=N BY ,IOg# JOS NAME 06/19/20 06/22/20 Ben mlan ORDER SHIPD JBKORDJ UNIT ITEM#I DESCRIPTION PRICE NET Txhl QTY QTY QTY PRICE 100 79 21 EA 1103983 $40.0400 $3,163.16 T 3496470 HIT HY 2004 11.1 OZ ACCELERATED 25/CS 2 2 0 EA 1000720 $77.3000 $154.60 TP 421980 RU=R DRILL BIT 1-18 TE-CX SAS PLUS 2206736 4 4 0 EA 105257000 $1.4400 $5.76 T PB4 4" NATURAL WHITE BRISTLE PAINT BRUSH 12BX Qty Shipped Total 85 Total $3,323.52 IA STATE TAX $199.42 BLACK HAWK $33.24 Invoice Total $3,556.18! ACH PAYMENT INFORMATION CONSTRUCTION SUPPLY GROUP(CSG) WELLS FARGO ROUTING:121000248 ACCOUNT:4310172754 REMIT DETAIL TO:ar@teamcsg.com 1.5% per month interest charged on all overdue accounts. U.S. FUNDS A 20% RESTOCKING FEE APPLIES ON ALL RETURNS REMIT TO NO RETURNS ACCEPTED AFTER 30 DAYS OF INVOICE DATE Stetson Building Products LLC PO Box 856458 Minneapolis,MN 55485-6458 Page 384 of 595 Page 1 of 1 INVOICE INVOICE NUMBER 13949832-00 IVA C09STRUC(ON SUPPLYGROUPCOMPA`7Y PHONE: (319)236-5074 INVOICE DATE Stetson Building Products,LLC FAX: (319)236-0019 320 W 18TH ST TOLL FREE: (800)383-2959 05/15/20 WATERLOO,lA 50702-1308 PO NUMBER SX416951 1 BILL TO: SHIP TO: WOODRUFF CONSTRUCTION, LLC WOODRUFF CONSTRUCTION,LLC 1890 KOUNTRY LN WATERLOO WWTP BIOSOLIDS FORT DODGE, IA 50501-8722 WATERLOO, IA 50703 CUSTOMER NO ORDER NO SHIP VIA DUE DATE TERMS 416951 13949832--00 DELIVER - ST 06/14/20 NET 30 DAYS ORDER DATE SHIP DATE ORDER BY TAKEN BY JOB# JOB NAME 05/13/20 05/15/20 JLAR WLWWWTP WATERLOO BIOSOLIDS ORDER SHIPD JBKORD� UNIT ITEM#!DESCRIPTION PRICE NET QTY QTY CITY PRICE Tx61 SOPJG+S28 61-0; 1 1 0 CASE 9384-IOJLAR $353.2927 $353.29 T Adeka Ultraseal MC--2010M N ?7x3/8? (82 LF) Qty Shipped Total 1 Total $353.29 IA STATE TAX $21.20 BLACK HAWK $3.53 Invoice Total $378.02 1.5016 per month interest charged on all overdue accounts. U.S. FUNDS A 20% RESTOCKING PEE APPLIES ON ALL RETURNS REMIT TO NO RETURNS ACCEPTED AFTER 30 DAYS OF INVOICE DATE Stetson Building Products LLC PO Box 855458 Minneapolis, MN 55485-6458 Page 385 of 595 Page 1 of 1 INVOICE INVOICE NUMBER 14019975-00 ®AMISTRUCTIONSUPPLYGWPC04PAW PHONE: (319)236-5074 INVOICE DATE Stetson Building Products,LLG FAX: (319)236-0011 320 W 78TH ST TOLL FREE: (800)383-2959 06/18/20 WATERLOO,IA 50702-1308 PO NUMBER Waterloo BILL TO: SHIP TO: WOODRUFF CONSTRUCTION,LLC WOODRUFF CONSTRUCTION, LLC 1890 KOUNTRY LN WATERLOO WWTP BIOSOLIDS FORT DODGE, fA 50501-8722 WATERLOO, IA 50703 CUSTOMER NO ORDER NO SHIP VIA DUE DATE I TERMS 416951 14019975-00 BEST WAY1 07/18/20 NET 30 DAYS ORDER HATE -SHIP DATE ORDER BY TAKEN BY JOB# JOB NAME 06/16/20 06/18/20 jlev WLOOWWTP WATERLOO BIOSOLIDS ORDER SI1IPD �BKORD� UNIT ITEM#/DESCRIPTION PRICE NET Txbl QTY QTY QTY PRICE 1 1 0 each 14019975-11-JLEV $580.0000 $580.00 ADEKA 201 MASTIC 24 TUBE 5 5 0 each 14019975-L2-JLEv $353.2900 $1,766,45 ADEKA ULTRA SEAL 3/4" X MC- 2010-M Qtly Shipped Total 6 Total $2,346.45 Invoice Total $2,346.45 ACH PAYMENT INFORMATION CONSTRUCTION SUPPLY GROUP(CSG) WELLS FARGO ROUTING:121000248 ACCOUNT:4310172754 REMIT DETAILTO:ar@teemcsg.com 1.5°/a per month interest charged on all overdue accounts. U.S. FUNDS A 20% RESTOCKING FEE APPLIES ON ALL RETURNS REMIT TO NO RETURNS ACCEPTED AFTER 30 DAYS OF INVOICE DATE Stetson Building products LLC PO Box 856458 Minneapolis,MN 55485-6458 Page 386 of 595 Remit to: INVOICE Customer No: 60751 Manatt's, Inc. Date: 7116120 ab P.O. Box 448 Invoice#: 989727 Des Moines, IA 50302-0448 Proj#: Waterloo WWT 2020 PO: 994 Deliverer{ From: 449 ELK RUN CONCRETE PLANT Job#: 3353 Easton Ave Job Description: Invoice Total: 8,233.50 WOODRUFF CONSTRUCTION 1890 KOUNTRY 1_N Discount: 330.00 FORT DODGE, IA 50501 Total if paid before 0811512020, 7,903.50 PLEASE RETURN TOP PORTION OF INVOICE WITH PAYMENT Delivery Address: 3353 Easton Ave Waterloo IA50702 Sale Date Material Units UM Unit Price MatlTotal HaulRate HaulTotal Tax TaxCd Total .3405 4000 20ASH CLASS A-FA 7114120 44917637 10.00 CY 92.25 E 922.50 27.00 270.00 0.00 IAEXP 1,192.50 7114120 44917639 10.00 CY 92.25 E 922.50 27.00 270.00 0.00 IAEXP 1,192.50 7114120 44917640 10.00 CY 92,25 E 922.50 27.00 270.00 0.00 IAEXP 1,192.50 7/14120 44917642 10.00 CY 92.25 E 922.50 27.00 270.00 0.00 IAEXP 1,192.50 7/14120 44917644 10.00 CY 92.25 F 922.50 27.00 270.00 0.00 IAEXP 1,192,50 7114120 44917647 10.00 CY 92.25 E 922.50 27.00 270.00 0.00 IAEXP 1,192.50 7/14120 44917650 6.00 CY 92,25 E 553.50 27.00 162.00 0.00 IAEXP 715.50 Total: 66.00 CY 6,088.50 1,782.00 0.00 7,870.50 .3148 MID RANGE 7/14120 44917637 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7/14120 44917639 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7114120 44917640 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7/14/20 44917642 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7/14120 44917644 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7114120 44917647 10.00 CY 5.50 E 55.00 0.00 0.00 0.00 IAEXP 55.00 7114120 44917650 6.00 CY 5.50 F 33.00 0.00 0.00 0.00 IAEXP 33.00 Total: 66.00 CY 363.00 0.00 0.00 363.00 Total Invoice: 6,451.50 1,782.00 0.00 8,233.50 WOODRUFF CONSTRUCTION Inv Date: 7116120 Cusl#:60751 Inv#: 989727 1 pay terms AR NET 30 DAYS 330.00 discount offered if paid before 8115120 Total: 8,233.50 Any disputes with this invoice must be made in writing and addressed to us within ten(10)days of receipt of this invoice or you will be deemed to have waived any objection to the amounts due under the terms of this invoice. A Service Charge of 1.5%per month(APR of 18%)will be charged on all past due accounts. All returned checks are subject to$25.00 NSF fee. Manatt's, Inc. P.O. Box 535 Brooklyn, Iowa 52211-0535 641-522-9206 www.manatts.cPage 387 of 595 Sun Concrete Pumping 2101 SE 44th Court Invoice Grimes, IA 50111 P: (515) 254-1100 F: (515) 986-9109 DATE NUMBER 7/14/2020 34701 Job Name: Waste Water Job Number: Building/Lot 4: P.O. . Job Date: 7/14/2020 TO:Woodruff Construction Size Requested: 58 1890 Kountry Lane Unit Sent: 0037 Fort Dodge, fA 50501 Poured Amount: 55.00 Job Type: Unspecified Job Type Term: Net 30 Jobsite: 3505 Easton Ave., Waterloo, lA ITEM DESCRIPTION I QUANTITY1 RATEI ITEM TOTAL Equipment: Hourly Charge 4.50 $305.00 $1,372.50 Equipment: ,lob Volume Charge 55.00 $4.75 $261.25 Equipment: Travel Charge 2.00 $305.00 $610.00 Oversize/Overweight Permit 1.00 $70.00 $70.00 Slick Pak Primer 1.00 $20.00 $20.00 Subtotal: $2,333.75 GRAND TOTAL: $2,333.75 An additional 3.84%will be added to invoice total for credit card payments only.All past due amounts will be charged 18%AM 2101 SE 44th Court:Grimes, IA 50111 : P:(515)254-1100 F:(515)986-9109 Page 388 of 595 OUnited Rentals- 4 WEEK BILLING 11PUMPP SOLUTIONS � INVOICERANCH X46 24055 NRIVSADR . CEAN?U1170H TL 6041 6Q9Y0-9209 It-181529036-002! . s1s-9aa-2uo7 Customer # : 1069095 Invoice Date : 06/19/20 v WASTE WATER TREATMENT bate out : 05/06/20 09:00 AM id Billed Through 07/01/20 00:00 35055 EASTON AVE UR Job Loc 3505 EASTON AVE, WAT V1 WATERLOO TSA 50702--2000 UR Job # ; 6 A Customer Job ID: Y.O. # 20-023 BEN SPILDE ID Office: 515-232-4535 Cell: 31.9--230--6960 ReservederedgBy : MATTHEW SCHULTZ Salesperson MATTHEW SCHULTZ 5.1.2059 i MB 0.436 85174521.p01 584179 1-1 D IIIIIIII'III'IIIIIIIIIII[I"'IIIIIIII'il'I"II'IIIIIII'II'IIIIIII Invoice Amount: $3,195.74 WOODRUFF CONST FT DODGE LA i Terms: Oue Upon Raoe'PI 1890 KOUNTRY LN i Paymentcpt;ons: Contact our crediloffice 507,387-5799 FORT DODG)F TA 50501--8722 REMITTO: UNITED RENTALS(NORTH AMERICA),INC. w PO BOX 840514 : DALLAS TX 75284-0514 ' 6'>�£a:!:atavaaotrtsr5�'!�as��s;:vr'.Yt:�w:rik7f�Y,ylK+gsbs�Y�,'�.A1:�.� RENTAL ITEMS: - - Qt Y Equipment Description _ Minimum Day Week 4 Week Atiount 1 10357148 PUMP 4" VAC ASSIST: -:DIESEL 235.00 470.00 1410.00 1,410.00 Make: PIONEER Model; PP44SB2,71C1.5 Serial: PP24870 Meter outf 2752.00 Meter in: s00 Male Camlocks Each End 4 536/2920 HOSE 4X20 RUBBER SUCTION - CAMLOCK 35.00 70.00 210.00 840.00 1 536/1920 HOSE 4X10 RUABRR SUCTION - CA14LOCK .17.00 34.00 100.94 100.94 4 536/6820 HOSTS 4X50 RUBBER DISCHARGE - CAMLOCK 33.00 66.00 198.00 792.00 i 1 545/1/05 STRAINERS (ATL SIZES) 4.00 8.00 24.00 24.00 Vemale Cam x Strainer Rental Suhtota4 3,166.94 SAT,1+5/pIISCELLANEQUS ITEb7S: OtY - item ..'Price Unit-of Measure Extended Amt, I ENVIRONMENTAL SERVICE CHARGE [EtTVAICII 28.200 EACH 28.20 Sales/Mise Subtotal:, 28.20 Agreement Subtotal 3,195.14 Total: 3,195.14 CObftiiIENTS/NOTES CONTACT: BEN CELL#: 319-230-6960 . Billing period: 28 Days From 6/03/20 09:00 AM Thru 7/01/20 09:00 At4 AR'9 YOU OR YOUR EMPLOYERS IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE QA' CERTAIN EQUIPMENT IN CANADA, l e4A ti `��t� �1 n NOTICE: Tps Invoice is subject to the terms and conditions of the Rental and Servito Agreement,which are avallabfo at Mips;/Avww.unitedrentals.com.AugaVrentat-serykc-term$-US and which are incorporated herein by reference.A COPY OF Tf1E nENTAL ANO SERVICE AGHEEIAENTIERM9 AStE AVAILABLE IN PAPEn FOAhl UPON REQUEST. You Can Now Access Invoice Nfsforyand UpdofeFurchasgOrders Onllne Page 389 of 5 To shin Uu,con fact llnconfrolSunrwrlaur.com Pace: 1 I Ambassador Steel Fabrication LLC Change Order No.: V1Harrisflehar CO-0002 MII]BEESd61 51891 CHANGE ORDER Rev No. 1 Bid Item No.: Job No.: Job Description: Original C/O Date: Revised C/O Date: 007 00520037 FP-WWT Plant-Waterloo 06/18/20 07/21/20 Sell To: W10742 Woodruff Construction Company 1890 Kountry Lane Fort Dodge, IA 50501 USA Change Order Description: ADD--REPLACEMENT BARS PER WCD 001 Description Type Quantity Unit Price Line Amount ADD-REPLACEMENT BARS PER WCD 001 Add 1 LS 10,955.00 10,955.00 Placing Rebar Subcontracted-Straight Time Add 1 LS 8,547.44 8,547.44 Placing Rebar Subcontracted- premium Time Add 1 LS 472.52 472.52 Comments CHANGE DESCRIPTION: ADD-REPLACEMENT BAMS PER WCD 001 AUTHORIZED BY: NATE GOETSCH WI WOODRUFF CONSTRUCTION CONTRACTOR CONTACT INFO: NATEG@WOO❑RUFF.BUILD HARRIS RELEASE# 0022XB, 0023XB, 0024XB OTHER : WCD 001 RE-DETAILING HOURS: 2 HOURS ADDITIONAL FREIGHT LOAD(S): 1 FULL FREIGHT ADDED WEIGHT BLACK BAR: 25,029 LBS REMARKS: PER EMAILED WCD 001 FROM NATE GOETSCH W1 WOODRUFF CONSTRUCTION TO TIM SCHNIEDERS W/HARRIS REBAR(6117120), ADDITIONAL REINFORCING IS REQUIRED IN THE WAS TANK BASE SLAB AND A 13'-6"WIDE x 1'-0"THICK SLAB IS ADDED THAT IS CENTERED ON THE CENTER WALL.49 x 43'-9"AND#4 STANDEES ARE BEING ROBBED FROM THE CENTRATE STRUCTURE TO BE USED IN THE WAS TANK BASE SLAB. NEW 45 BAR Is REQUIRED IN THE 1'-0"ADDED SLAB.ADD OF 25,029 LBS,2 HOURS RE-DETAILING AND 1 FULL FREIGHT. Ironworker labor on signed EWO Tickets 3118 Dated 6/18/2020& EWO Ticket 3400 Dated 71912020. 88 Regular hours&4 hours overtime. Total: 19,974.96 Addition To Contract Page 390 of 595 Chosen Valley Testing, Ine. Invoice BOB 1410 7th Street NW Rochester, N4N 55901 Date Invoice# CMson AWRY TtsuEng Phone# 507-281-0968 7/20/2020 29560 www.chosenvaIleytesting.com Bill To Project Description Woodruff Construction Construction Materials Testing Attn: Nate Goetsch FY 2020 WWTP BiosoIids Modifications 1890 Kountry Lane Waterloo, IA Fort Dodge, IA 50501 Purchase Order Terms Project Mgr Project No. Date Completed Due on receipt MJR 5-16188-20IAW Description Qty Rate Amount Concrete Testing,per hour 2 48.00 96.00 Trip Charge, includes vehicle and mileage 2 20.00 40.00 Concrete Cylinders (set 6) 4 16.00 64.00 Cylinder Pick-up,per hour 1 48.00 48.00 Services rendered on July 14, 2020. Please remit to above address. Total $248.00 Payments/Credits $0.00 Balance Due $248.00 Page 391 of 595 CITY OF WATERLOO Council Communication Motion approving Change Order No. 2 from Cardinal Construction, of Waterloo, Iowa, for a net increase of $3,763.58, in conjunction with the 5 Sullivan Brothers Convention Center Penthouse Chiller Project, and authorizing Mayor to execute said document. City Council Meeting: 8/24/2020 Prepared: 8/13/2020 ATTACHMENTS: Description Type ❑ Change Order#2 - 5 Bros Penthouse Chiller Backup Material Motion approving Change Order No. 2 from Cardinal Construction, of SUBJECT: Waterloo. Iowa, for a net increase of$3,763.58, in conjunction with the 5 Sullivan Brothers Convention Center Penthouse Chiller Project, and authorizing Mayor to execute said document. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval Summary Statement: Contractor cost to move their materials and lifts to the basement for an event held on August 22, 2020. Expenditure Required: $3,763.58 Page 392 of 595 -0-AIA Document 6101 - — 2017 Change Order PROJECT:(Name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: 5 Sullivan Brothers Convention Center Contract For:Getleral Construction Change Order Number:002 Penthouse Chiller for the City of Project No. 19-23141 Waterloo,IA. Date:March 27,2020 Date:August 4,2020 OWNER:(Name and address) ARCHITECT:(Nance and address) CONTRACTOR:(Name and address) City of Waterloo T&S Group,Tne.(ISG) Cardinal Construction,Inc. 715 Mulberry Street 314 East 4th Street 1246 Martin Road Waterloo,IA 50703 Waterloo,1A 50703 Waterloo, IA 50701 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and, if applicable,attach or jejerence specific erhibils. Also include agn•eed upon a4itislmenis attributable to executed Construction Change Directives.) A. CR 04: Contractor cost to move their materials and lifts to the basement for the wedding on August 22,2020. (6 guys for 15 hours)................................................................Add $3,763.58 TOTAL AMOUNT OF THIS CHANGE ORDER,ADD TO CONTRACT SUM$3,763,58. The original Contract Sum was $ 1,114,000.00 The net change by previously authorized Change Orders $ 0.00 The Contract Sum prior to this Change Order was $ 1,114,000.00 The Contract Sum will be increased by this Change Order in the amount of $ 3,763.58 The new Contract Sum including this Change Order will be $ 1,117,763.58 The Contract Time will be unchanged by Zero(0)days. The new date of Substantial Completion will be August 7,2020. NOTE:This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price,or the Contract Time,that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor,in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT,CONTRACTOR AND OWNER. 1&S Group,lne.(ISG) Cardinal Construction,Inc. City of Waterloo ARCHITECT Firm name} COVATURE CTOR(First name) OWNER(Firm name) G SIGNATURE SIG SIGNATURE Daniel C.Channer,Principal+Senior Maty Susong,President Quentin Hatt,Mayor Architect PRINTED NAME AND TITLE PRINTED NAME AND TITLE PRINTED NAME AND TITLE August 4,2020 814120 DATE DATE DATE AIA Document G701'"—2017,Copyrighl©1979,1987,2000,2001 and 2017 by The American Institute of Architects.All rights reserved.The"American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are registered trademarks and may not be used without permission.This document was produced by AIA software at 13:04:06 ET on 08/04/2020 under Order No.8114132283 which expires on 0711212021,is not for resale,is licensed for one-lime use only,and may only be used in accordance with the AIA Contract Documents°Terms of Service.To report copyright violations,e-mail copyright@aia.org. User Notes: (MgADA313) Page 393 of 595 CITY OF WATERLOO Council Communication Motion approving Change Order No. 3 from Cardinal Construction, of Waterloo, Iowa, for a net increase of $902.36, in conjunction with the 5 Sullivan Brothers Convention Center Penthouse Chiller Project, and authorizing the Mayor to execute said document. City Council Meeting: 8/24/2020 Prepared: 8/14/2020 ATTACHMENTS: Description Type ❑ Change Order#3 - 5 Sull Bros Penthouse Chiller Backup Material Motion approving Change Order No. 3 from Cardinal Construction, of SUBJECT: Waterloo. Iowa, for a net increase of$902.36, in conjunction with the 5 Sullivan Brothers Convention Center Penthouse Chiller Project, and authorizing the Mayor to execute said document. Submitted by: Submitted By:Noel Anderson. Community Planning and Development Director Recommended Action: Approval Summary Statement: Cost to replace section of crushed duct work. Expenditure Required: $902.36 Page 394 of 595 - �= Document G701w - 2017 Change Order PROJECT:(Name and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: 5 Sullivan Brothers Convention Center Contract For:General Construction Change Order Number:003 Penthouse Chiller for the City of Project No. 19-23141 Waterloo,IA. Date:March 27,2020 Date:August 13,2020 OWNER:(Name and address) ARCHITECT:(Name and address) CONTRACTOR:(Name and address) City of Waterloo I&S Group,Inc.(ISG) Cardinal Construction,Inc. 715 Mulberry Street 314 East 4th Street 1246 Martin Road Waterloo,IA 50703 Waterloo,IA 50703 Waterloo,IA 50701 THE CONTRACT IS CHANGED AS FOLLOWS: (Insert a detailed description of the change and,if applicable,attach or reference speck exhibits.Also include agreed upon adjustments attributable to executed Construction Change Directives) A. CR 02: Cost to replace the section of crushed ductwork called out in RFI 7...............................Add $902.36 TOTAL AMOUNT OF THIS CHANGE ORDER,ADD TO CONTRACT SUM$902.36. The original Contract Sum was $ 1,114,000.00 The net change by previously authorized Change Orders $ 3,763.58 The Contract Sum prior to this Change Order was $ 1,117,763.58 The Contract Sum will be increased by this Change Order in the amount of $ 902.36 The new Contract Sum including this Change Order will be $ 1,118,665.94 The Contract Time will be unchanged by Zero(0)days. The new date of Substantial Completion will be August 7,2020. NOTE:This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price,or the Contract Time,that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor,in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT,CONTRACTOR AND OWNER. I&S Group,Inc.(ISG) Cardinal Construction,Inc. City of Waterloo A�:ECT name) CO . CTOR(Firm name) OWNER(Firm name) SIGNATURE SIG TURE SIGNATURE Daniel C.Charmer,Senior Architect Katy Susong,President Quentin Hart,Mayor PRINTED NAME AND TITLE PRINTED NAME AND TITLE PRINTED NAME AND TITLE August 13,2020 8/14/20 DATE DATE DATE AIA Document G701"—2017.Copyright©1979,1987,2000,2001 and 2017 by The American Institute of Architects.All rights reserved.The"American Institute of Architects,""AIA,'the AIA Logo,and"AIA Contract Documents"are registered trademarks and may not be used without permission.This document was produced by AIA software at 14:26:44 ET on 08/13/2020 under Order No.8114132283 which expires on 07/12/2021,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail copyrigh�t3@aia.org. User Notes: Pag@g9648f 595 CITY OF WATERLOO Council Communication Resolution approving and accepting a temporary construction easement and permanent easement with Allen and Angie Alcorn, in the amount of$22,875, and reimbursement of legal fees not to exceed $500, in conjunction with the Virden Creek Drainage Improvements Project, located north of 2920 Bedard Drive, and authorizing the Mayor and City Clerk to execute said documents. City Council Meeting: 8/24/2020 Prepared: 8/18/2020 ATTACHMENTS: Description Type ❑ Attachments -Alcorn Perm. Esmnt Acq. Backup Material Resolution approving and accepting a temporary construction easement and permanent easement with Allen and Angie Alcorn, in the amount of$22,875, SUBJECT: and reimbursement of legal fees not to exceed $500, in conjunction with the Virden Creek Drainage Improvements Project, located north of 2920 Bedard Drive, and authorizing the Mayor and City Clerk to execute said documents. Submitted by: Submitted By:Noel Anderson. Community Planning and Development Director Recommended Action: Approval This is a request approving and accepting a temporary construction easement and permanent easement between the City of Waterloo and Allen and Angie Alcorn, in the amount of$22,875.00, and reimbursement of legal fees not to exceed $500.00, for the Virden Creek Drainage Improvements Project, located north of 2920 Bedard Drive. The permanent easement is needed to construct a new drainage channel Summary Statement: across the property to capture runoff from new development. North Crossing, which includes UnityPoint Waterloo's outpatient campus is developing and there are more medical buildings and commercial uses planned. The new drainage channel will take the runoff from this surrounding area, along with other areas as other vacant land is developed and channel it eastward to Virden Creek. As new development occurs, city ordinance requires that storm water detention mechanisms are put in place on newly developed properties to slow the flow of runoff and empty it into the channel at a controlled rate. Expenditure Required: $23,375.00 ($21,150.00 for the permanent easement, $1,725.00 for the temporary construction easement and $500 for legal fees reimbursement). Source of Funds: GO Bonds Policy Issue: Infrastructure and drainage. Permanent Easement Legal Description Page 396 of 595 A part of the West 15 acres of the S%2 of the NW'/4 of the SE'/4 of Section 12, Township 89 North, Range 13 West of the 5th P.M., Black Hawk County, Iowa, being more particularly described as follows: Commencing at the S'/4 corner of said Section 12;thence N 00°53'50"W along the West line of the SE '/4 of said Section 12, 1835.74 feet to the point of beginning; thence N 00°53'50"W continuing along said West line, 99.69 feet;thence S 65'38'15" E, 96.54 feet; thence S 89°53'58"E, 910.27 feet to a point on the East line of the West 15 acres of the S'/2 of the NW'/4 of the SE'/4 of said Section;thence S 00°52'33" E along said East line, 60.01 feet; thence N 89°53'58"W, 997.57 feet to the point of beginning. Legal Descriptions: Temporary Construction Easement Legal Description A 50 foot wide strip of land lying south of and parallel to the following described parcel in the West 15 acres of the S'/2 of the NW'/4 of the SE'/4 of Section 12, Township 89 North, Range 13 West of the 5th P.M., Black Hawk County: Commencing at the S'/4 corner of said Section 12; thence N 00°53'50"W along the West line of the SE '/4 of said Section 12, 1835.74 feet to the point of beginning; thence N 00°53'50"W continuing along said West line, 99.69 feet;thence S 65'38'15" E, 96.54 feet; thence S 89°53'58"E, 910.27 feet to a point on the East line of the West 15 acres of the S'/2 of the NW'/4 of the SE'/4 of said Section;thence S 00°52'33" E along said East line, 60.01 feet; thence N 89°53'58"W, 997.57 feet to the point of beginning. Page 397 of 595 Prepared 6y Christopher S. Wendland,P.O.Box 596, Waterloo, fA 50704. Phone(319)234-5701 Return to preparer after recording. PERMANENT EASEMENT AGREEMENT This Easement Agreement (the "Agreement") is entered into as of , 2020, by and between the Allen Alcorn and Angie Alcorn, husband and wife ("Grantor") and the City of Waterloo,Iowa("Grantee"). 1. Grant of Permanent Easement. In consideration of the mutual promises and covenants contained herein, and for other good and valuable consideration in the amount of $21,150.00, the receipt and sufficiency of which is hereby acknowledged, Grantor does hereby grant and convey unto Grantee, and Grantee does hereby accept, a permanent easement (the "Easement") in, to, upon, over, across, and beneath the real estate (the "Premises") legally described as set forth on Exhibit "A" attached hereto and by this reference made a part hereof. Said Easement is 1.41 acres. 2. Purpose. The Premises is intended for use by Grantee to construct, maintain, repair, operate, inspect, remove and replace certain drainage way improvements (the "Project") as set forth in project plans on Exhibit"B", to connect watersheds in the vicinity of Logan Avenue and north of Donald Street with the natural watercourse of Virden Creek. Grantor understands and agrees that the Premises, following completion of Grantee's improvements, will be a watercourse that from time to time may carry a substantial volume of surface water flow. It is the intention of the parties that Grantee shall assume all responsibility for the construction, maintenance and operation of improvements made to the Premises, and that Grantor shall have no liability relating to the Easement. Grantee will comply with all applicable law,rules or regulations pertaining to the Project and maintain all applicable records related to the Project. 3. Temporary Construction Easement. In support of the Project improvements to be constructed on the Premises, Grantor further grants to Grantee a temporary construction easement over and upon a strip of land fifty (50) feet in width that is parallel to and abuts the Premises on the Southerly side. The temporary easement will automatically terminate without further action by either party thirty (30) days after completion of the Project. The temporary easement area is 1.15 acres and compensation for the temporary construction easement is in the Page 398 of 595 amount of$1,725.00, a value of ten percent of the full $15,000.00 offered price per acre based on the size of the temporary easement. 4. Actions for Benefit of Grantor. Grantee will undertake the following actions for the benefit of Grantor in connection with the Project: a. Relocation of Fill. Fill excavated on the Premises that is not used for the Project shall remain on the Grantor's premises, to be dumped and leveled upon a location on Grantor's land that is mutually agreed upon between the Grantor and contractor. Any relocated fill shall not be placed in the Zone AE, 100-Year Floodplain. b. Vehicle Crossing. Grantee will install a single 40' wide crossing on a 6:1 slope, similar to what other property owners have requested in connection with this Project. This crossing is intended to provide adequate width for farming equipment to traverse the drainage way. The Grantee will work with the Grantor to determine a mutually agreeable location for placement of hard-surfaced concrete crossing. C. Riprap. Grantee shall place riprap on the creek bank opposite the side where the waterway intersects with Virden Creek. Concrete will be extended from Station 135+90 to 136+50±. Riprap will be placed fiom Station 136+50 to the creek. d. Deep Ripping. Grantee or its hired contractor shall be responsible for"deep ripping"the temporary construction easement area that is disturbed by construction. e. Easement Payments. Grantee will pay to Grantor the sums stated in Section 1 and Section 3 for the permanent easement and the temporary construction easement,respectively, within 14 days after the Waterloo City Council approves this Agreement following Grantor's delivery of three(3)original signature copies to Grantee's Planning and Development Department, properly notarized. f Legal Fees. Grantee will reimburse Grantor for up to $500.00 of documented legal expenses incurred by Grantor in connection with this Agreement and other matters relating to the City's attempts to acquire land from Grantor for the Project. 5. Grantor Privileges. Grantor may exercise the privileges described below, subject to any terms or conditions stated: a. Mowing and Baling. Grantor may mow the slopes of the drainage way and bale hay,provided that no damage is caused to the drainage way. Grantor shall promptly report to Grantee any damage caused or otherwise observed. Grantor may not conduct other activities upon the Premises without the prior written consent of Grantee. Any bales made shall be removed from the Premises promptly so as not to interfere with the purpose for which the Easement was granted. The foregoing privilege of Grantor shall not constitute a covenant that prohibits Grantee from mowing, burning, or otherwise damaging grasses or vegetation upon the Premises, without Iiability to Grantor, to serve the intended purpose of the Easement. 2 Page 399 of 595 b. Ti_..,._ 1 . Grantor is permitted to discharge drain the outlets into the drainage way after submitting plans to the Grantee on the type, size and location of proposed outlets, which plans need to be approved by the Grantee in advance. At its discretion Grantee may plug, destroy or take other appropriate action, without liability to Grantor, with respect to any drain tile outlets that have not been previously approved for discharge upon the Premises. Grantor or its contractors shall obtain an excavation permit through the City of Waterloo Engineering Department before commencing work within the Premises. 6. Tree Removal. Grantee will remove all trees within the Premises and temporary easement area from the edge of the farm field to Virden Creek, at Grantee's own expense. 7. Use of Premises; Crop DamaLyes. After the grant of this Easement to Grantee, Grantor may continue to use the Premises for farming and cultivation purposes in a manner that is consistent with the usage prior to the granting of the Easement. Grantor may continue such usage until Grantor receives a written notice from Grantee, prior to planting, that Project activities will be proceeding to the extent that some or all future farming and cultivation in and upon the Premises should cease. If any crop has been planted before Grantor receives a notice to cease farming, Grantor shall have an opportunity to remove the crop, if harvestable, or will be paid crop damages by the Grantee. Crop damages after a July 1 notice date will be the sum of(a) Grantor's reasonable documented input costs and (b) the product of$100.00 multiplied by the number of tillable acres affected. Crop damages on or before a July 1 notice date will be to reimburse Grantor for its reasonable documented input costs. Crop damages will be paid within 30 days after reasonable proof of Grantor's input costs is provided to the Grantee. 8. Transfer of Possession. Grantor shall deliver possession of the Premises to Grantee, "as is, where is", without any representation or warranty as to the condition of the Premises and Grantor shall have no duty to prepare the Premises in any way for Grantee's use. Subject to the continuing activities of Grantor that are authorized by this Agreement, transfer of possession shall be deemed to occur on the date this Agreement is approved by the Waterloo City Council. Grantee shall record this Agreement in the county land records following approval. Following transfer of possession of the Premises, Grantor shall have no further duty or obligation with respect to the Premises, except as set forth herein. 9. 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 and assigns. 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 matter hereof, whether oral or written, and this Agreement may not be modified except by the mutual written agreement of both parties. [signatures on next page] 3 Page 400 of 595 IN WITNESS WHEREOF,the parties have executed this Easement Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA By: Allen Alcorn Quentin Hart, Mayor Attest: Angie Aliom Kelley Felchle, City Clerk STATE OF IOWA ) ) ss. BLACK HAWK COUNTY ) Acknowledged before me oAN, ,2020, by Allen and Angie Alcorn, husband and wife. TIM ANDERA x° COMMISSION NO.772518 *�* MY COMMISSION EXPIRES bwp APRIL 11,2021 Notary Public STATE OF IOWA ) ) ss. BLACK HAWK COUNTY ) Acknowledged before me on , 2020,by Quentin Hart and Kelley Felchle as Mayor and City Clerk, respectively, of the City of Waterloo,Iowa. Notary Public 4 Page 401 of 595 EXHIBIT"A" Permanent Easement Legal Description A part of the West 15 acres of the S%2 of the NW1/4 of the SE'/4 of Section 12, Township 89 North, Range 13 West of the 5"'P.M., Black Hawk County, Iowa, being more particularly described as follows: Commencing at the S1/4 corner of said Section 12; thence N 00°53'50" W along the West line of the SE'/4 of said Section 12, 1835.74 feet to the point of beginning; thence N 00°53'50" W continuing along said West line, 99.69 feet; thence S 65'38'15" E, 96.54 feet; thence S 89053'58" E, 910.27 feet to a point on the East line of the West 15 acres of the S1/z of the NWI/4 of the SEI/ of said Section; thence S 00°52'33"E along said East line, 60.01 feet; thence N 89°53'58" W, 997.57 feet to the point of beginning. Page 402 of 595 W Exhibit "A" PERMANENT EASEMENT PLAT VIRDEN CREEK DRAINAGEWAY 0 FOUND 1" PINCH PIPE CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA PERMANENT EASEMENT DESCRIPTION: CEN. SEC. 12-89-13 OWNER: ALLEN AND ANGIE ALCORN A PART OF THE WEST 15 ACRES OF THE S 1/2 0 w NW 1/4 SE 1/4 SECTION 12, T-89—N, z COUNTY PARCEL No. 8913-12-401-002 R-13—W OF THE FIFTH PRINCIPAL MERIDIAN, BLACK HAWK COUNTY BEING MORE PARTICULARLY w i DESCRIBED AS FOLLOWS: x _ COMMENCING AT THE S 1/4 �CO�RNER OF SAID A F L SECTION 12; THENCE N00'53 50 W ALONG THE p rn cc � WEST LINE OF SE 1/4 OF THE SAID SECTION Z A o I to z 12, A DISTANCE OF 1835.74 FEET TO THE POINT o zl z OF BEGINNING; THENCE N00'53'50"W CONTINUING U J ALONG SAID WEST LINE, 99.69 FEET; THENCE 3 S65'38'15"E, 96.54 FEET; THENCE S89'53'58"E, . LINEN 1/2 Nw 1/4 SE 1/4 910.27 FEET TO A POINT ON THE EAST LINE OF JEB3. THE WEST 15 ACRES OF THE S 1/2 NW 1/4oW4SE 1/4 OF SAID asg� f S89'53'58"E w SECTION; THENCE S00'52 33 E ALONG SAID EAST p In 910.27' T LINE, 60.01 FEET; THENCE N89'53'58"W, 997.57cn PERMANENT EASEMENTv FEET TO THE POINT OF BEGINNING.997.57' 0 � SAID PARCEL CONTAINS 1 .41 ACRES, 61 ,587 Z „�N89'53'58"W z SQUARE FEET, MORE OR LESS. �� 1 a NOTES: Z,a 0 0 I ALLEN ALCORN W 1 . DISTANCES IN FEET AND DECIMALS THEREOF. a AND ANGIE ALCORN w W w w I w f r (n ; ,�, 2. TOTAL AREA OF ACQUISITION -- -,z ,r oLn I v 1 .41 f AC. (61,587± SQ. FT.) Q U � LO n W Lu z 00 �—� z i ' 3. BEARINGS SHOWN ARE BASED ON THE IOWA w 3 i STATE PLANE COORDINATE SYSTEM, NORTH 1 ZONE (NAD 83), AS MONUMENTED BY BLACK t" HAWK COUNTY GPS NETWORK AND CONTROL. P.O.C. FOUND P.K. S 1/4 CORNER g SEC. 12-89-13 LEGEND N a a F— z m LLd Z F— ` I HEREBY CERTIFY TMT THIS LAND SURVEYING DOCUMENT WAS v� o PREPARED AND THE RELATED SURVEY WORK WAS PERFORMED BY ATE OWNER: Ld .�0N� � \� OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY ALLEN ALCORN & FOUND SECTION CORNER MONUMENT Q .a �•. • • • . `�/� A UCEN5p7D SURVEYOR UNDER THE LA OF THE STATE OF IOWA Z U ���y• '•. �F�@� ANGIE ALCORN Z °4 JIMMY D •. %k LD 563986 0 FOUND 1/2" REBAR WITH YELLOW PLASTIC < a o IOWA LICENs SURVEYo NO. 11309 ROSE JIMMY D. ROSE---' CAP EMBOSSED WITH "PLS14$09" ED a. .01 114 DA� �y aa.o SURVEYOR: 11309 a MY LICENSE RENEWAL DATE is DECEMBER sT, 2021 AMENT, INC. P.O.B. POINT OF BEGINNING 625 32ND AVENUE SW ENn�¢'s4es.soa SEALRUNLESS SUBMISSION ECIFIED BELOW BYTHISCEDAR RAPIDS, IA 52404 P.O.C. POINT OF COMMENCEMENT SHEEFNo. IOWA (319) 378--1401 SURVEY BOUNDARY 0 50 100 240 OF 7 FILE NMIE COOfOtl.E10 Page 403 of 595 a TEMPORARY EASEMENT EXHIBIT VIRDEN CREEK DRAINAGEWAY CITY OF WATERLOO, BLACK HAWK COUNTY, IOWA LEGAL DESCRIPTION: p FOUND 1 " PINCH PIPE z (0� CEN. SEC. 12-89•••••13 OWNER: ALLEN AND ANGIE ALCORN A FIFTY FOOT WIDE STRIP OF LAND LYING SOUTH OF o AAND PARALLEL TO THE FOLLOWING DESCRIBEDLn COUNTY PARCEL No. 8913-12-401— z 002 PARCEL IN THE WEST 15 ACRES OF THE S 1/2 NW \ 1/4 SE 1/4 SECTION 12, T-89—N, R-13—W OF w THE FIFTH PRINCIPAL MERIDIAN, BLACK HAWK a W COUNTY: ;x 0 °? A THE S 1 4 CORNER OF SAID � T COMMENCING T / o SECTION 12; THENCE N0953'50"W ALONG THE WEST Z o LINE OF SE 1/4 OF THE SAID SECTION 12, A z1 z DISTANCE OF 1835.74 FEET TO THE POINT OFN er 8 CV W BEGINNING; THENCE NOO'53'50"W CONTINUING ALONG N SAID WEST LINE, 99.69 FEET; THENCE S65'38'15"E, — �—N. LINEN 1/2 NW 1/4 SE 1/4 I — 96.54 FEET; THENCE 589'53'58"E, 910.27 FEET TO R c s ` A POINT ON THE EAST LINE OF THE WEST 15 > o z' F o s9 38'rs„ ACRES OF THE S 1/2 NW 1/4 SE 1/4 OF SAID Q N C E� 6i E S89 53 58 E w SECTION; THENCE SOD 52 33 ,E ALONG SAID EAST to o) 4' OOLO to 910.27' Y LINE, 60.01 ' FEET; 0i = f. O0 a] o THENCE N89'53'58"W, 997.57 FEET TO THE POINT ss7.57' o OF BEGINNING. Z N N89'53'58'Wm P.O.B. SAID PARCEL. CONTAINS 1 .15 ACRES, 49,878 SQUARE FEET, MORE OR LESS. r ALLEN ALCORN a ® I W w a d AND ANGIE ALCORN w N P4 � •L o 50.00' TEMPORARY 50.00' F-O� (n H L w CONSTRUCTION 0 Q `� o N u inLLJ �' >n z � Z 3 Lj NI N NOTES: P.O.C. FOUND P.K. 1 . DISTANCES IN FEET AND DECIMALS THEREOF. S 1/4 CORNER r SEC. 12-89-13 2. TOTAL AREA OF TEMPORARY CONSTRUCTIOIN S LEGEND EASEMENT — 1 .15± AC. (49,878± SQ. FT.) Z zP-� 3. TEMPORARY CONSTRUCTION EASEMENT TO w OWNER: ® FOUND SECTION CORNER MONUMENT EXPIRE UPON ACCEPTANCE OF CONSTRUCTION ALLEN ALCORN & BY THE CITY OF WATERLOO, IOWA. z ANGIE ALCORN LD 563986 0 FOUND 1/2" REBAR WITH YELLOW PLASTIC 0 _ 4. BEARINGS SHOWN ARE BASED ON THE IOWA CAP EMBOSSED WITH "PLS14809" STATE PLANE COORDINATE SYSTEM, NORTH w SURVEYOR: ZONE (NAD 83), AS MONUMENTED BY BLACK AMENT, INC. P.D.B. POINT OF BEGINNING 625 32ND AVENUE SW HAWK COUNTY GPS NETWORK CEDAR RAPIDS, IA 52404 P.O.C. POINT OF COMMENCEMENT AND CONTROL. SHEET No. 0 50 100 200 (319) 378-1401 � 1 PROPOSED TEMPORARY EASEMENT °F ` MLE NAME KIS a Page 404 of 595 1 Anfi om & L ace, PLC 726 Wast Fouilh Sired Waterloo,Iowa 50702 Ph.(319) 235-9547 Fax:(-',19)233-8041 i. Allen/Angie Alcorn Mar 16, 2015 _ i File#: 15-9113 Attention: I11v #: 65738 RF: Virden Creek Drainageway Project DATE DESCRIPTION HOURS ANIOIJN'I' LAWYER Mar-03-15 Telephone Conference with client and review 0.50 112.50 L of information Mar-05-15 Further review of information and Iowa.law 0.60 1.35.00 L Mar-1.1-I5 Telephone call with client (L80 150.00 L Totals 1.90 $427.50 i' r is is c } i i 1: s E L Page 405 of 595 i 3 726 West Fourth Street. Waterloo,Iowa 50702 Ph-()19)23 5-95 07 Fax:(319)233-8041 Allen/Angie Alcorn Jul 01,2015 Filo##: 15-9113 Attention: Tnv #: 66399 RE: Virden Creek Drainabeway Pr( jeet DMF DESCRIPTION HOURS AMOUNT LAWYER May-27-15 Dictation 4.30 67.50 T. by Telephone Jun-17-15 Telephone call 0.20 45.40 L Jura-18-15 Prep for•laMR' --ig- 1.00 225.00 L Totals 1.50 $337.50 c Total Tees,Disbursements 5337.50 Previous Balance $427.50 Previous Payments $427.50 Balance Due Now $337.511 Finauci,charge of 1.5%on the unpaid hainitce. APR equals 19%. f Page 406 of 595 Anfinson & Luce9 P.L.C. 726 West Fourth Street Waterloo,loggia 50702 Ph:(319)235-9507 Fax.(.319)233-8041 Allen/Angie Alcorn Jan 19, 2016 HE--. Virden Creek Drainageway Project File#: 15-9489 111v 67583 DATE DFSCIUPTIO-NT HOURS AMOUNT Oct-27-15 Office conference vvith chent 0.60 135.00 Totals OM $135M Total Fees,Disbursements $135.00 Previous.Balance $0.00 Previous Payment,-, 0.00 Balance Due Now $135.00 Finance charge of 1.5%oil the unpaid balance. APR equals I 81A. ii Page 407 of 595 i� r X.. s� e i0l "A x � Cw C 3 co LU J LAKESIDE ST z KEYSTONE ST »" p W E DONALD ST N CitLj of Waterloo,Iowa W�E Request for Appraisal Bids S age o CITY OF WATERLOO Council Communication Resolution approving an Early Occupancy Agreement with Camay Nichole Smith to allow occupancy of 219 Newell Street on September 4, 2020, prior to closing, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Agreement Backup Material Resolution approving an Early Occupancy Agreement with Camay Nichole SUBJECT: Smith to allow occupancy of 219 Newell Street on September 4, 2020, 12rior to closing, and authorizing the Mayor and City Clerk to execute said document. Submitted by: Submitted By:Noel Anderson. Community Planning and Development Director Recommended Action: Approve the agreement Closing on 219 Newell Street was originally scheduled for September 4th. Since the City Council meeting was canceled on August 10th and we were Summary Statement: not able to set a date of hearing in time for the original closing date. We would like to honor the buyers wishes of moving into the home over Labor Day weekend. This agreement would allow them to move on September 4th and closing to take place September 18th, to allow for city council action. Expenditure Required: None Source of Funds: NA Policy Issue: Strategic goals 1, 2, and 4 for economic development of the area. Alternative: Not approve Legal Descriptions: Mansons Second Addition Lot 13 Block 1 Page 409 of 595 EARLY OCCUPANCY AGREEMENT This Early Occupancy Agreement (the "Agreement") is made and entered into as of ,2020,by and between City of Waterloo,Iowa("Seller")and Camay Nichole Smith ("Buyer"). WHEREAS, Seller and Buyer are parties to a certain purchase agreement (the "Purchase Agreement")for the sale and purchase of real property located at 219 Newell Street,Waterloo,Iowa (the "Property"); and WHEREAS,closing will be delayed from the date originally contemplated,but the parties desire that Buyer shall have access to the Property in the meantime. NOW, THEREFORE, in consideration of the Purchase Agreement and for other consideration, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows: 1. PREMISES AND TERM. Subject to the terms set forth in this Agreement,the parties agree that Buyer shall have the right to occupy the Property,with the improvements thereon and all rights, easements, and appurtenances belonging thereto, for a term commencing September 4, 2020 and continuing until and including the date of closing, which shall occur on or before September 18, 2020, upon the condition that the Buyer perform as provided in this Agreement. 2. OCCUPANY PAYMENTS. None, except as provided elsewhere in this Agreement. 3. POSSESSION. Buyer shall be entitled to possession on the first day of the term of this Agreement. If a closing under the Purchase Agreement does not occur for any reason, then Buyer shall yield possession to Seller no later than September 30, 2020. 4. USE OF PREMISES. Buyer covenants and agrees during the term of this Agreement to use and to occupy the Property,including but not limited to all buildings located thereon, for a personal residence for herself and members of her immediate household only. Buyer's use and possession of the Property is a personal right. Buyer may not rent the Property to anyone unless Seller gives its advance approval in writing. 5. ENVIRONMENTAL MATTERS. Buyer shall not store, spill, discharge, or otherwise release any hazardous materials,substances or wastes in or upon the Property,and in the event that it does Buyer shall promptly report such event to Seller,shall take primary responsibility for cleanup of same, and shall offer reasonable cooperation with any necessary activities to remediate or mitigate same. No later than the end date of this Agreement, Buyer shall, if Buyer is moving from the Property,properly remove,transport, store and/or dispose of any hazardous materials or substances upon the Property of which Buyer has knowledge,all of such actions to be taken in compliance with applicable federal, state and local law. 6. QUIET ENJOYMENT. Buyer shall have and enjoy the possession of the Property for the term of this Agreement free from molestation, eviction or disturbance by the Seller or any other persons or legal entity whatsoever. Page 410 of 595 7. CARE AND MAINTENANCE OF PREMISES. (a)BUYER'S DUTY OF CARE AND MAINTENANCE. Buyer shall be solely responsible for repair, maintenance and upkeep of the Property and all improvements thereon during the term of their occupancy. By way of illustration, and not limitation, Buyer shall be responsible for the proper care of all grounds and plantings, upkeep of buildings and fences,repair and maintenance of mechanical systems and appliances,and removal of trash and debris. Buyer take the Property in its AS-IS condition. Buyer shall make no alterations or improvements of any type or nature whatsoever without the Seller's prior written approval. The premises shall be kept closed and secure at all times against entry by unauthorized persons. (b) SELLER'S DUTY OF CARE AND MAINTENANCE. Seller shall have no duty whatsoever to care for or maintain the Property or any part thereof during the term of this Agreement. 8. UTILITIES AND SERVICES. Buyer shall pay before delinquency all charges for use of telephone, water, sewer, gas, electricity, power, garbage or trash disposal, and all other utilities or services of whatever kind and nature which may be used in or upon the Property. 9. END OF TERM. This Agreement shall terminate upon the closing or termination of the Purchase Agreement. If this Agreement is terminated due to termination of the Purchase Agreement, then Buyer agrees that upon such termination they will surrender,yield up and deliver the Property in good and clean condition,except the effects of ordinary wear and tear and depreciation arising from lapse of time, or damage not covered by Buyer's insurance. 10. ASSIGNMENT AND SUBLETTING. Buyer may not assign this Agreement or sublet the premises or any part thereof without the prior written consent of Seller. The rights of occupancy hereunder are personal to Buyer and members of her immediate household. 11. INSURANCE. (a)The parties agree that Buyer may,at her own expense,maintain hazard or other insurance to cover the buildings, fixtures and personal property from loss or damage. Seller shall provide no such insurance,nor insurance of any other type or nature, for the benefit of Buyer. Any insurance carried by Seller in respect of the Property shall be for the sole benefit of Seller and shall not name Buyer as an additional insured. Seller shall have no duty to use insurance proceeds to repair or rebuild any structure or other improvement on the Property. To the extent permitted by their policies, Seller and Buyer waive all rights of recovery against each other. (b) Buyer further agrees that she will at her own expense procure and maintain liability insurance in the amount of not less than$1,000,000 per occurrence and$1,000,000 annual aggregate. Such insurance shall cover liability arising from the activities of Buyer,her guests,permitted sub- Buyer, and agents, and shall protect Seller against such claims, damages, costs or expenses on account of injury to any person or persons, or to the property of same, by reason of such casualty, accident or other occurrence on or about the Property during the term of this Agreement. Certificates or copies of said policies, naming the Seller as an additional insured, and providing for thirty(30) days' advance notice to the Seller before cancellation, shall be delivered to the Seller no later than the date that Buyer begins to occupy the Property hereunder. A renewal certificate shall be provided 2 Page 411 of 595 to Seller prior to expiration of any policy. Seller shall provide no such insurance for the property or activities of Buyer, her guests, sub-Buyer or agents. (c) Buyer will not do or omit the doing of any act which would vitiate any insurance, or increase the insurance rates in force upon the real estate improvements on the premises or upon any personal property of the Buyer upon which the Seller by law or by the terms of this Agreement,has or shall have a lien. Buyer further agrees to be liable for and to promptly pay,as if current rental,any increase in insurance rates on the Property and on the buildings, due to increased risks or hazards resulting from Buyer's use of the premises otherwise than as herein contemplated and agreed. 12. INDEMNITY. Buyer will protect, defend, indemnify, and hold harmless the Seller, its employees, officials and agents, from and against any and all losses,costs,damages,and expenses, including but not limited to attorneys' fees and expenses,occasioned by,or arising out of,any act or omission causing or inflicting injury and/or damage to any person or property,happening or done in, upon,or about the Property,and due directly or indirectly to the use or occupancy thereof,or any part thereof, by either Buyer or any person claiming through or under Buyer. Prior to the term hereof, Buyer has had the opportunity to test the premises for toxic or hazardous substances,mold,and other environmental matters,and Buyer agrees that her covenants set forth in this paragraph shall include but not be limited to any claims,demands,losses,or causes of action arising from or relating to such matters by Buyer or any person claiming through or under Buyer. The provisions of this paragraph shall survive the expiration, abandonment, or termination of this Agreement. 13. MECHANIC'S LIENS. Neither the Buyer nor anyone claiming by,through, or under the Buyer, shall have the right to file or place any mechanic's lien or other lien of any kind or character whatsoever upon said premises or upon any building or improvement thereon,or upon the occupancy interest of the Buyer therein. Buyer shall indemnify and defend Seller and hold Seller harmless from and against any and all cost or expense incurred by Buyer in respect of the Property,whether or not a mechanic's lien or other lien is filed. 14. RIGHTS CUMULATIVE. The various rights,powers,options,elections,and remedies of either party as provided in this Agreement shall be construed as cumulative and no one of them as exclusive of the others or exclusive of any rights,remedies,or priorities allowed either party by law, and shall in no way affect or impair the right of either party to pursue any other equitable or legal remedy to which either party may be entitled as long as any default remains in any way unremedied, unsatisfied, or undischarged. 15. NOTICES AND DEMANDS. Any notice under this Agreement shall be in writing and be deemed served when it is delivered by personal delivery or mailed by certified U.S. mail, postage prepaid, addressed to the parties at the addresses given below. Buyer: Camay Nichole Smith 219 Newell Street Waterloo, IA 50703 3 Page 412 of 595 Seller: City of Waterloo 715 Mulberry Street Waterloo, IA 50703 Attn: Adrienne Miller 16. BINDING EFFECT. Each and every covenant and agreement herein contained shall extend to and be binding upon the respective heirs,personal representatives, successors,and assigns of the parties hereto; except that if any part of this Agreement is held in joint tenancy, the successor in interest shall be the surviving joint tenant. 17. CHANGES TO BE IN WRITING. None of the covenants,provisions,terms,or conditions of this Agreement to be kept or performed by Seller or Buyer shall be in any manner modified, waived,or abandoned,except by a written instrument duly signed by the parties and delivered to the Seller and Buyer. This Agreement contains the entire agreement of the parties and supersedes any and all discussions, negotiations, understandings, or agreements pertaining to the subject matter hereof. 18. CONSTRUCTION. Words and phrases herein,including acknowledgment hereof,shall be construed as in the singular or plural number,and as masculine,feminine,or neuter,according to the context. IN WITNESS WHEREOF,the parties hereto have executed this Early Occupancy Agreement as of the date first set forth above. SELLER BUYER City of Waterloo, Iowa By: Quentin Hart, Mayor Camay Nichole Smith Attest: Kelley Felchle, City Clerk 4 Page 413 of 595 CITY OF WATERLOO Council Communication Resolution approving Amendment to the City/State Funding Agreement, increasing funds from$1,080,000 to $1,480,000, for Federal-Aid Swap Funding, in conjunction with the FY 2021 LaPorte Road/Hess Road Improvements, Phase I, Contract No. 1016, as part of the Department of Transportation's Surface Transportation Block Grant Program, and authorizing the Mayor to execute said document. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Cont 1016—Amendment Backup Material Resolution approving Amendment to the City/State Funding Agreement, increasing funds from $1,080,000 to $1,480,000, for Federal-Aid Swap SUBJECT: Funding, in conjunction with the FY 2021 LaPorte Road/Hess Road Improvements, Phase 1, Contract No. 1016, as part of the Department of Transportation's Surface Transportation Block Grant Program, and authorizing the Mayor to execute said document. Submitted by: Submitted By: Jamie Knutson, PE, City Engineer This addendum adjusts eligible expenses and increases the grant amount with Summary Statement: the IDOT for the preliminary and final design of La Porte Rd/Hess Rd from Byron Avenue to Shaulis Road. Source of Funds: Page 414 of 595 July 2020 IOWA DEPARTMENT OF TRANSPORTATION Addendum to Agreement No. 2-20-STBG-SWAP-018 County Blackhawk City Waterloo Project No. STBG-SWAP-8155(760)--SG-07 Iowa DOT Addendum No. 2-20-STBG-SWAP-018A This Addendum, is entered into by and between the Iowa Department of Transportation, hereinafter designated the "DOT", and City of Waterloo, Iowa, the Recipient, hereafter designated the "Recipient"; The DOT and the Recipient previously entered into the following agreement for the above referenced project: Agreement No. 2-20-STBG-SWAP-018 for Engineering Services and Construction on La Porte Rd/Hess Rd,from Hawthorne Ave to Shaulis Rd. was executed by the Recipient and the DOT on February 24, 2020, and March 12, 2020 respectively; and Subsequent to execution of the above referenced Agreement it was determined that only Preliminary Engineering, Final Design and ROW is to be added to the approved eligible project activities from STBG Federal-aid Swap funds. This Addendum reflects the current concept of this project which is subject to modification by mutual agreement between the Recipient and the DOT. Now, therefore, it is agreed as follows: The Recipient shall receive reimbursement for costs of authorized and approved eligible project activities from STBG Federal-aid Swap funds. The portion of the project costs reimbursed by STBG Federal-aid Swap funds shall be up to $1,480,000 for the following phases of work as stipulated by the Iowa Northland Regional Council of Governments: X Preliminary Engineering Construction Engineering X Right-of-Way Construction Other(please specify) 1. It is the intent of both (all) parties that no third party beneficiaries be created by this Addendum. 2. If any section, provision, or part of this Addendum shall be found to be invalid or unconstitutional, such finding shall not affect the validity of the Addendum as a whole or any section, provision, or part thereof not found to be invalid or unconstitutional, except to the extent that the original intent of the Addendum cannot be fulfilled. 3. All previously executed agreement(s) and or addendum(s) will remain in effect except as amended herein. 4. This Addendum may be executed in two counterparts, each of which so executed will be deemed to be an original. 5. This Addendum, as well as the unaffected provisions of any previous agreement(s), addendum(s), and/or amendment(s); represents the entire Agreement between the Recipient and DOT regarding this project. All previously executed agreements will remain in effect except as amended herein. 1 Page 415 of 595 July 2020 Any subsequent change or modification to the terms of this Addendum will be in the form of a duly executed amendment to this document. IN WITNESS WHEREOF, each of the parties hereto has executed Addendum No. as of the date shown opposite its signature below. CITY OF WATERLOO: By: Date 120 . Title: Mayor I, , certify that I am the Clerk of the City, and that_,who signed said Agreement for and on behalf of the City was duly authorized to execute the same on the day of , 20_ Signed: City Clerk of Waterloo, Iowa. IOWA DEPARTMENT OF TRANSPORTATION Highway Administration By Date 20 Kent L. Ellis, P.E. Local Systems Field Engineer Eastern Region 2 Page 416 of 595 CITY OF WATERLOO Council Communication Resolution requesting reimbursement for eligible costs related to the COVID-19 public health emergency from the Iowa COVID-19 Government Relief Fund. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Covid-19 Reimbursement Resolution Backup Material Resolution requesting reimbursement for eligible costs related to the SUBJECT: COVID-19 public health emergency from the Iowa COVID-19 Government Relief Fund. Submitted by: Submitted By: Michelle Weidner, Chief Financial Officer Page 417 of 595 RESOLUTION REQUESTING REIMBURSEMENT FROM THE IOWA COVID-19 GOVERNMENT RELIEF FUND A resolution by the City of to request reimbursement for eligible costs related to the COVID-19 public health emergency from the Iowa COVID-19 Government Relief Fund. WHEREAS, the United States Congress approved the Coronavirus Aid, Relief, and Economic Security(CARES) Act to provide economic relief related to the COVID-19 pandemic. WHEREAS, Governor Kim Reynolds allocated $125 million of the State of Iowa's CARES Act funding to local governments for direct expenses incurred in response to the COVID-19 emergency. WHEREAS, local government funding reimbursements may only be used for necessary expenditures incurred due to the COVID-19 pandemic,were not accounted for in the current fiscal year city budget, were incurred during the time period of March 1, 2020 through December 30, 2020 and have not been reimbursed from other sources. NOW, THEREFORE BE IT RESOLVED, the City of requests reimbursement of $ in eligible expenditures in response to the COVID-19 public health emergency. BE IT FURTHER RESOLVED, the City of affirms that the above requests for reimbursement follow all formal published Federal and State of Iowa guidance on how the funds should be spent, and understand if the reimbursements are misrepresented, the local government will be liable for any applicable penalty and interest. HEREBY RESOLVED but the city council for the city of on this day of , 2020. Mayor Attested: Page 418 of 595 CITY OF WATERLOO Council Communication Resolution approving a Consolidated Public Safety Communications 28E Agreement with Black Hawk County, Cedar Falls, Evansdale, Hudson, La Porte City, Dunkerton, and Gilbertville, and authorizing the Mayor to execute said documents. City Council Meeting: 8/24/2020 Prepared: 8/12/2020 ATTACHMENTS: Description Type ❑ 28E Agreement CCC 2020 Backup Material Resolution approving a Consolidated Public Safety Communications 28E SUBJECT: Agreement with Black Hawk County, Cedar Falls, Evansdale, Hudson, La Porte City. Dunkerton. and Gilbertville, and authorizing the Mayor to execute said documents. Submitted by: Submitted By: Dave Mohlis, Police Captain Recommended Action: Approve Summary Statement: This is re-affirming an arrangement the city has been involved with for over 20 years. Page 419 of 595 CONSOLIDATED PUBLIC SAFETY COMMUNICATIONS 28E AGREEMENT ARTICLES of 28E AGREEMENT made and entered into this day of ,2020,by and between the parties,Black Hawk County,hereafter referred to as "County";the City of Waterloo,hereafter referred to as"Waterloo';the City of Cedar Falls,hereafter referred to as "Cedar Falls";the City of Evansdale, hereafter referred to as"Evansdale';the City of Hudson,hereafter referred to as "Hudson";the City of La Porte City,hereafter referred to as"La Porte';the City of Dunkerton,hereafter referred to as"Dunkerton"; and the City of Gilbertville,hereafter referred to as"Gilbertville"; or such of them as may become signatories hereto. IT IS HEREBY AGREED BY THE PARTIES HERETO AS FOLLOWS: ARTICLE 1: PURPOSE For the purpose of gaining economy of operations while maintaining improving, and coordinating the professional dispatching of public safety services in Black Hawk County,the Consolidated Public Safety Communications Center,hereafter referred to as the "Center"is hereby created. The Center shall be operated and maintained pursuant to this Agreement and shall provide dispatch and communications services to all participating government agencies in Black Hawk County. ARTICLE 2: PLACE OF OPERATION The Center shall be housed at County expense in a facility provided by Black Hawk County.However,utilities, cleaning,remodeling and such other expense attributable to the Center operations will be prorated among the parties. ARTICLE 3: LEGAL STATUS No separate legal entity under Iowa law is created nor is any obligation incurred by the participating parties other than those specified in this Agreement or as may be added by amendment properly executed in the manner hereafter provided. This Agreement is intended to obligate the participants pursuant to Chapter 28E of the Code of Iowa. ARTICLE 4.COMMENCEMENT OF OPERATIONS Center operations shall commence on a date determined by the Center Board. Start-up costs and costs incurred in implementing this Agreement shall be advanced by the County and reimbursed according to the formula set out in this Agreement if some or all of the funding anticipated has not yet been received at time of commencement. The entities providing the funds shall be reimbursed proportionately. ARTICLE 5:DURATION The duration and existence of this Agreement shall be for a period of one year with automatic renewal unless terminated by the parties according to the terms of the Agreement hereafter provided. The attached assessments shall be reviewed every three years. Page 420 of 595 ARTICLE 6: CONSOLIDATED PUBLIC SAFETY COMMUNICATIONS CENTER BOARD SECTION 1:There is hereby created a Consolidated Public Safety Communications Center Board,herein referred to as the Center Board,which shall be operated pursuant to this Agreement. SECTION 2:An eleven-member Public Safety Communications Center Board(hereafter referred to as the "Center Board")composed of:the Black Hawk County Sheriff,the City of Waterloo Fire Chief,the City of Waterloo Police Chief,the City of Cedar Falls Police Chief, the City of Cedar Falls Fire Chief,the City of Evansdale Police Chief,the City of Hudson Police Chief,the City of La Porte City Police Chief,the City of Dunkerton Police Chief,the City of Gilbertville Police Chief,and one Fire Chief representing the other fire departments "whose home base is within a city that is located in Black Hawk County,is hereby created. SECTION 3: The Center Board shall adopt, establish and approve all policies and procedures and be responsible for the operation of the Center subject to the limitations and dispute resolution procedures of this agreement,except that the Center Board shall adopt Black Hawk County Personnel Policies,which shall be applicable to all Center personnel. SECTION 4: The position of Chairperson of the Center Board shall be selected by the Center Board on a majority vote on an annual basis. The Chairperson,through the Center Administrative Supervisor, shall cause minutes of the Center Board meetings to be prepared and distributed to the Center Board members and the participating cities'Mayors and the County Board of Supervisors. Each Center Board member shall be entitled to one vote. All meetings shall be governed by the parliamentary procedures set forth in Robert's Rules of Order. SECTION 5: The meetings of the Center Board shall be public proceedings subject to the Iowa Open Meetings Law. To the extent allowed by the Iowa Open Records Law,the minutes and records of the Center shall be public. ARTICLE 7: CONSOLIDATED OVERSIGHT BOARD PUBLIC SAFETY COMMUNICATIONS BUDGET SECTION 1: A Consolidated Public Safety Communications Budget Oversight Board(hereinafter referred to as the Oversight Board)composed of the County Board of Supervisors(who collectively shall have only one vote)and the Mayors of the participating cities is hereby created. This Board shall be called together by the Chairperson of the County Board of Supervisors in November of each year for the purpose of discussing and approving the budget of the Communications Center as proposed by the Center Board for the coming fiscal year. The Chairperson shall cause minutes of the Oversight Board meetings to be prepared and distributed to the Oversight Board members. Each Oversight Board member shall be entitled to one vote,except the County Board of Supervisors,who collectively shall have only one vote.All meetings shall be governed by the parliamentary procedures set forth in Robert's Rules of Order. SECTION 2: The Chairperson of the County Board of Supervisors may call additional meetings from time to time to discuss concerns. In the event of the unavailability of the Chairperson of the County Board of Supervisors,any two Mayors of participating cities may call a special meeting. SECTION 3: The meetings of the Budget Oversight Board shall be public proceedings subject to the Iowa Open Meetings Law. To the extent allowed by the Iowa Open Records Law,the minutes and the records of the Center shall be public. Page 421 of 595 ARTICLE 8: COMMUNICATIONS CENTER MANAGEMENT SECTION 1: All the usual and customary administrative,personnel, civil service regulations,accounting, budgetary,and procurement policies of Black Hawk County shall govern the Center in its operations and activities unless they conflict with policies and procedures adopted pursuant to this Agreement. Established collective bargaining agreements shall also supersede any Center Board policies or procedures. In the event of a conflict,except with regard to collective bargaining matters,the conflict resolution procedures of Article 8 shall apply. SECTION 2: The day-to-day operation of the Center shall be under the direction, supervision and management of the Chairperson of the Board,who shall delegate such authority for the operation and management of the Center as he or she deems appropriate,with the consent of the Center Board. The power of delegation includes the power to direct and control all Center personnel and operations of the Center pursuant to the operating procedures established by the Center Board. SECTION 3: The management staff of the Center shall be appointed by the Center Board,which will also have the authority to remove an employee from a position with the Center for reasons deemed sufficient by the Center Board. The management staff of the Center shall be supervised by the Chairperson of the Center Board on behalf of the Center Board, subject to County policies as set out herein. Center management shall comply with all administrative,personnel,accounting,budgetary and procurement policies of Black Hawk County unless they conflict with policies and procedures contained in this agreement. SECTION 4: The Chairperson of the Center Board shall appoint a Personnel Committee from the members of the Center Board. The Board Personnel Committee shall be responsible for all hiring and termination of Center employees as well as the issuance of disciplinary actions to Center employees. All actions of the Personnel Committee regarding hiring and termination of Center employees shall be ratified by the Center Board. ARTICLE 9: COUNTY EMPLOYEES All Center employees,including the management staff, shall be employees of Black Hawk County.Payroll and terms of employment shall be administered by Black Hawk County. ARTICLE 10: FINANCING The costs shares of the participants,the method of payment and special financing arrangements and ownership of property shall be as follows: All personnel, equipment, and operating costs shall be advanced by and billed through Black Hawk County. The participants shall reimburse Black Hawk County for same as set forth in the attached Exhibit A that represents each jurisdiction's share of personnel costs. The E911 board will pay for 100 percent of all E911 related costs that are eligible under Iowa Code Chapter 34A to be recovered from the subscriber access charge. Related E911 costs which are construed by this agreement to be included are,but not limited to,the installation of all necessary communications equipment and on-going system maintenance. Page 422 of 595 Reimbursement to Black Hawk County by the participants shall be determined as follows: Each participant's percentage shall be based on a percentage of the 3 year average calls for service and a percentage of the populations base. Starting FY21,it will be based on 10%population and 90%CFS (3 year average). Each year thereafter,the Board will determine if the amount of percentages will change. The Center's Board will apply these percentages and submit the calculations,along with their proposed budget,to member governmental bodies and the Budget Oversight Review Board by November of each year. This will provide sufficient time for review,work session and approval by each representative agency prior to the certification of their respective fiscal year budgets. ARTICLE 11: BUDGET PREPARATION SECTION 1: The annual operating budget shall be prepared by the Administrative Supervisor and submitted to the Center Board for preliminary approval in October of each year. SECTION 2: Copies of the projected costs for each agency for each fiscal year will be given to each representative agency as part of the budget process as stated in Article 1. SECTION 3:By November of each year,the Chairperson of the Center Board will forward the preliminary budget,along with the assessment factor,to the Budget Oversight Board for their review and possible work session,as laid out in Article 7. SECTION 4: By December of each year,the Chairperson of the Black Hawk County Board of Supervisors shall forward the approved Center Budget to the County Finance Director for submission as part of the budget of Black Hawk County and to the County Auditor for billing. ARTICLE 12: INSURANCE The Center Board shall seek and maintain liability or comprehensive insurance coverage for Center operations and costs for same shall be divided and shared as provided for herein. Any participant may elect to obtain its own coverage for any separate liability it may have for Center operations. ARTICLE 13:DISPUTE RESOLUTION In the event of a dispute between the Center Board,the County and the Cities,the dispute may be submitted to arbitration. In order to quality as a dispute,the matter must involve the center budget,center operation,or the terms of this agreement. At least four participants from the Center Board,County,or the Cities are required to request that the matter be submitted for arbitration. The parties hereto agree that such a dispute between them shall be resolved by arbitration pursuant to and as authorized by Chapter 679A,Code of Iowa,2013. In the event of such a dispute to be submitted for arbitration, the District Court shall be requested to appoint three(3)arbitrators to hear the matter. ARTICLE 14: TERMINATION SECTION 1:Any party to this agreement may terminate its participation herein by giving at least twelve(12) month's prior written notice to all the other parties. Termination of the withdrawing party shall be effective at the beginning of the next fiscal year following the twelve(12)month notice. Page 423 of 595 SECTION 2: Termination shall not relieve the County, Cities,or the E911 Board of any financial obligation incurred before the effective termination date under the terms of this Agreement. SECTION 3: Equipment and furniture owned solely by the County,Cities,or E911 Board shall be distributed according to the inventory of the Center Board. Equipment and furniture owned jointly shall be distributed in a manner consistent with the basis of the member's contribution. Distribution shall be based upon a majority vote of all members eligible to vote on the Center Board. Where full agreement is not reached,the equipment and furniture shall be liquidated and the proceeds distributed to the parties to the Agreement prorated upon the same basis that the parties contributed to the purchase of the equipment and furniture. SECTION 4: The Center Board shall not be dissolved when there remains any indebtedness incurred by the Center Board. ARTICLE 15: AMENDMENTS The terms of this Agreement shall be amended only upon approval of any proposed amendment by a simple majority resolution of the participants. ARTICLE 16: SEVERABILITY If any provision of this Agreement or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect other provisions of application of this Agreement which can be given effect without the invalid provisions or application and to this end the provisions of this Agreement are declared to be severable. ARTICLE 17: ADOPTION This Agreement shall have full force and effect upon ratification by a county of the participants. except that it shall not be effective unless ratified by Black Hawk County,the City of Waterloo,and the City of Cedar Falls. Amendment dated this day of ,2020. Page 424 of 595 BLACK HAWK COUNTY, IOWA CITY OF WATERLOO, IOWA BY: BY: Signature Signature Chairperson Mayor Printed name Printed name Attest: Attest: Signature Signature CITY OF CEDAR FALLS,IOWA CITY OF EVANSDALE, IOWA BY: BY: Signature Signature Mayor Mayor Printed name Printed name Attest: Attest: Signature Signature CITY OF HUDSON, IOWA CITY OF LAPORTE CITY,IOWA BY: BY: Signature Signature Mayor Mayor Printed name Printed name Attest: Attest: Signature Signature CITY OF DUNKERTON,IOWA CITY OF GILBERTVILLE, IOWA BY: BY: Signature Signature Mayor Mayor Printed name Printed name Attest: Attest: Signature Signature Page 425 of 595 ATTACHMENT A ANNUAL ASSESSMENT 90% Calls for Service/10% Population CITY/COUNTY CALLS FOR SERVICE% POPULATION% Waterloo 61.09% 52.95% Cedar Falls 19.83% 30.39% Black Hawk County 10.96% 8.23% Evansdale 4.21% 3.68% LA Porte City 1.69% 1.77% Hudson 1.59% 1.77% Dunkerton 0.25% 0.66% Gilbertville 0.38% 0.55% Page 426 of 595 CITY OF WATERLOO Council Communication Resolution concurring with the determination of the Community Planning and Development Director that a new 15,636 square foot office building with a 74 stall parking lot within the "R-4,R-P" Planned Residence District on a portion of Lot 3, Country Club Business Center Addition, located west of 836 Tower Park Drive is minor, and shall be approved as a Minor Site Plan Amendment. City Council Meeting: 8/24/2020 Prepared: 8/20/2020 ATTACHMENTS: Description Type ❑ Building Plans Cover Memo ❑ Site Plan/Landscaping Plan Cover Memo ❑ Lot Designations Cover Memo Resolution concurring with the determination of the Community Planning and Development Director that a new 15,636 square foot office building with SUBJECT: a 74 stall parking lot within the "R-4,R-P" Planned Residence District on a portion of Lot 3, Country Club Business Center Addition, located west of 836 Tower Park Drive is minor, and shall be approved as a Minor Site Plan Amendment. Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval This is a request for concurrence with the Community Planning and Development Director for the construction of Cedar Valley Hospice's new administrative office building as a Minor Site Plan Amendment to the "R- 4,R-P" Planned Residence District. The proposed office building is 15,636 square feet and will have a 74 stall parking lot. The new building will be 21' Summary Statement: in height and sided with composite siding and stone, have many windows, which is very similar and compatible with existing offices in the area. The estimated value is $1.9 million. In August of 2017 the City Council approved to designate the lot in question as Office/Medical and the use of the lot as administrative offices would be in conformance with that designation. Expenditure Required: None Source of Funds: N/A Policy Issue: Economic Development and Land Use Legal Descriptions: Lot 3, Country Club Business Center Addition, excluding the East 21.99 feet, Waterloo, Black Hawk County, Iowa Page 427 of 595 I � I ' 1 ABBREVIATIONS ABBREVIATIONS GRAPHIC SYMBOLS 1 ABBR. DISCRIPTION ABBR. DISCRIPTION NEW/ EXISTING WALL CONSTRUCTION INTERIOR ELEVATION GENERAL NOTES _ 1 A.C.M. ALUMINUM COMPOSITE METAL M.E.P. MECHANICAL/ELECTRICAL/ A.C.T. ACOUSTICAL CEILING TILE PLUMBING NEW EXISTING WALL ELEVATION LETTER ftv. A.F.F. ABOVE FINISHED FLOOR MANUF. MANUFACTURER WALL (SCREENED) A 1. MATERIALS AND USES IN THE BUILDING WILL BE ALT. ALTERNATE MAX. MAXIMUM A101 ELEVATION DIRECTION COMPATIBLE WITH ASSIGNED OCCUPANCIES AND CEDARVALLEY APPROX. APPROXIMATE MECH. MECHANICAL CONSTRUCTION TYPE. INTERIOR FINISHES TO MEET IBCHOS. ARCH. ARCHITECTURAL MIN. MINIMUM SHEET CHAPTER 8 REQUIREMENTS. TEMPERED/SAFETY GLAZING TO ICE OSP ICE B.O. BYOTHERS MISC. MISCELLANEOUS ROOM NAME AND NUMBER NUMBER BE PROVIDED AS INDICATED ON PLANS AND TO MEET 2015 IBC - BLDG. BUILDING MTL. METAL 2406. C.G. CORNER GUARD O.C. ON CENTER BUILDING SECTION /WALL SECTION _ - . _ - - R C fl N T C T U R C.J. CONTROL JOINT O.P.C.I. OWNER PROVIDED CONTRACTOR ROOM NAME 2. DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE C.L. CENTER LINE O.P.O.I. OWNER PROVIDED,OWNER INSTALLED101 SECTION DIRECTION r 1 ' ROOM NUMBER ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE , E _� 1� C.M.U. CONCRETE MASONRY UNIT INSTALLED DETAIL ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH C.P.O.I. CONTRACTOR PROVIDED,OWNER NUMBER WORK. A TI (NATE P.LAM. PLASTIC INSTALLED PLY. PLYWOOD NEW DOOR NUMBER �1 _ _ P.O. Box 1240 Cedar Falls, IA 50613 CAB. CABINET A101 SHEET NUMBER 3. REVIEW DOCUMENTS AND VERIFY DIMENSIONS AND FIELD - - 319.277.5636 319.277s, IA fax CLG. CEILING PREFIR.C.P. . PREFIREFLECTED ROOM NUMBER SIM CONDITIONS. CONFLICTS OR OMMISIONS, ETC., SHALL BE 1 www.leviarchitecture.com CONC. CONCRETE R.C.P. REFLECTED CEILING PLAN RDROOF DRAIN IMMEDIATELY REPORTED TO THE ARCHITECT FOR . . CONST. CONSTRUCTION /` CLARIFICATION PRIOR TO THE PERFORMANCE OF WORK IN RENDERING FOR GRAPHIC REPRESENTATION ONLY CONT. CONTINUOUS RAD. RADIUS 4 DIGIT ALPHABET CHARACTERS USED TO DEMO DEMOLISH REQ. REQUIRED Qr DISTINGUISH BETWEEN MULTIPLE DETAIL QUESTION. SCHED. SCHEDULE DOORS THAT ARE ASSOCIATED WITH Sheef Index Owner © Copyright 2020 DIA. DIAMETER 90°SWING 4. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN Drawings &specifications, ideas, DN. DOWN SHT. SHEET PARTICULAR ROOMS g p SIM. SIMILAR PARTITION LOCATIONS. IN CASE OF CONFLICT, NOTIFY THE designs, &arrangements represented E.J. EXPANSION JOINT EXISTING DOOR NUMBER C ARCHITECT OF RECORD. FLOOR PLAN BY ARCHITECT OF Cedar Valley Hospice are &shall remain the property of ELEC. ELECTRICAL SPEC'D SPECIFIED ELEV. ELEVATION SPEC. SPECIFICATIONS ROOM NUMBER DETAIL RECORD SUPERSEDES OTHER PLANS. DIMENSIONS MARKED the architect& no part shall be EQ. EQUAL STRUCT. STRUCTURAL NUMBER "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR IVIcopied or disclosed to others or � CI T&G TONGUE AND GROOVE �.( 1 THICKNESS OF FINISHES INCLUDING CARPET, PAD, CERAMIC used in connection with any work or EXIST. EXISTING 4 DIGIT \._ i ALPHABET CHARACTERS USED TO TILE, V.C.T., ETC. A project other than the specified EXT. EXTERIOR THRU THROUGH - A101 SHEET Co.1 TITLE Architect p ' p TYP. TYPICAL DISTINGUISH BETWEEN MULTIPLE CO.2 LEGEND project for which they have been F.D. FLOOR DRAIN SIM NUMBER ''TYP. MEANS THAT THE CONDITION IS REPRESENTATIVE FOR CO.3 SITE DEVELOPMENT PLAN F.E.C. FIRE EXTINGUISHER CABINET U.L. UNDERWRITERS LABORATORIES 45°SWING DOORS THAT ARE ASSOCIATED WITH 5. prepared without the written consent F.V. FIELD VERIFY V.C.T. VINYL COMPOSITE TILE PARTICULAR ROOMS REVISION MARKER TOILET ACCESSORIES TAG SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE COA ESTIMATED QUANTITIES AND GENERAL NOTES Levi Architecture of the archtiect. Visual contact with C1.1 UTILITY AND GRADING PLAN NOTED. these drawings &specifications shall LOGY PARKWAY G.B. GYPSUM BOARD VERT. VERTICAL C2.1 PAVING PLAN(SOUTH) 1009 TECHNOLOGY g P G.C. GENERAL CONTRACTOR W.W.F. WELDED WIRE FABRIC WINDOW TYPE SPOT ELEVATION C2.2 PAVING PLAN(NORTH) P.O. BOX NO constitute conclusive evidence of H.M. HOLLOW METAL W/ WITH v 6. ALL WOOD USED FOR BLOCKING TO BE FIRE-TREATED C3.1. SWPPP-INITIAL DISTURBANCE CEDAR FALLS, IA 50613 acceptance of these restrictions. LUMBER. C3.2 SWPPP-CONSTRUCTION PHASE 319.277.5636 319.277.5639 FAX INSUL. INSULATION W/O WITHOUT (FAX) WD. WOOD O } +/_ $1_011 WALL TAG ASSEMBLY TYPE TAG C3.3 SWPPP-FINAL STABILIZATION CONTACT: DAN LEVI,AIA(danlevi@leviarch.com) K.S. KNEE SPACE 7. A KNOX BOX WILL BE PROVIDED AND A LOCATION WILL BE C4.1 LANDSCAPING PLAN 1i DETERMINED WITH THE LOCAL FIRE MARSHAL. General Contractor 1 SYMBOLS LEGEND 8. EMERGENCY LIGHTING WILL BE PROVIDED PER 2015 IBC 1008. J � MATERIAL INDICATIONS FIRE EXTINGUISHERS WILL BE PROVIDED BY G.C. AND MEET 2015 SYMBOL DISCRIPTION SYMBOL DISCRIPTION IBC 906. G1.0 COVER,SHEET INDEX&LOCATION MAP Cardinal Construction G1.1 LIFE SAFETY PLANS 531 GO WALL TAG SPOT ELEVATION 9. EXTERIOR BUILDING SIGNS SHALL BE SUBMITTED UNDER SUITE 00 COMMERCIAL STREET V SEPARATE PERMIT APPLICATION FOR REVIEW AND APPROVAL1 1 WATERLOO, IA 50701 101 DOORTAG RT-# ROOF TAG ' ' - AS REQUIRED BY LOCAL AUTHORITIES. EXTERIOR SIGNS ARE Structural 319.232.5400 319.232.3149(FAX) EARTH WOOD STUDS GRAVEL/SAND FILL FINISHED WOOD NOT WITHIN THE SCOPE OF BUILDING DEPARTMENT APPROVAL. S1.0 STRUCTURAL NOTES AND DETAILS CONTACT: BRANDON SCHOBORG(bschoborg@cardinalconst.com) O WINDOW TAG _ - S2.0 FOUNDATION PLAN r=_ 10. UNLESS OTHERWISE NOTED, DOOR TYPES, FINISHES & S2.1 ROOF FRAMING PLAN HARDWARE ARE BY OWNER. SEE DOOR SCHEDULE FOR S3.0 STRUCTURAL DETAILS Sfrucfural Ingineer 1 FRT-#] ROOF TAG METAL STUDS PLYWOOD CONCRETE RIGID INSULATION SPECIFIC HARDWARE REQUIREMENTS. M2B Structural Engineers, LLP I 11. LIFE SAFETY, AND FIRE ALARM SYSTEMS ARE TO BE DESIGNED Archifecfural AND SUBMITTED FOR REVIEW AND APPROVAL BY A LICENSED 422 2ND AVE,SE U2 METAL SECTION INSULATION BRICK SEALANT DESIGN PROFESSIONAL PRIOR TO START OF WORK. THE DESIGN A2.0 MAIN FLOOR PLAN CEDAR RAPIDS, IA 52401-1330 CROSS-REFERENCE LEGEND (BLANKET OR BATT) OF SYSTEM(S) MUST COMPLY TO LOCAL, STATE, AND A2.1 REFLECTED CEILING PLAN 319.364.0666 319.364.1456(FAX) NATIONAL CODES. A2.2 ROOF PLAN CONTACT: MIKE BRENNEMAN, P.E. (mbrenneman@m2bengineers.com) A3.0 EXTERIOR ELEVATIONS A5.0 WALL SECTIONS CMU(STD.WT.) GLASS FIBER REINFORCED STONE GYPSUM WALL BOARD A5.1 PARTIAL BUILDING SECTION IV _ LETTERS OR SIM SIM GYPSUM WALL BOARD A7.0 TOILET ROOM PLAN&ELEVATIONS NUMBERS REFER 1 1 A8.0 OPENING SCHEDULE Civilengineer SECTION OR DETAIL L NUMBER REFERS TO (� A101 A101 THE SHEET NUMBER Fehr Graham ON WHICH THE METAL(LARGE SCALE) DETAIL APPEARS WOOD BLOCKING EXISTING CONSTRUCTION ACOUSTICAL CEILING 200 5TH AVE SE, SUITE 100 MEP NOTES CEDAR RAPIDS, IA 52401 319.294.6909 319.294.5133(FAX) CONTACT:ALEX BOWER(abower@fehr-graham.com) CODE STUDY 1. HVAC, ELECTRICAL AND PLUMBING CONTRACTORS TO DIMENSIONS LEGEND COORDINATE PROPOSED EQUIPMENT INSTALLATIONS W/ LOCAL INSPECTORS PRIOR TO CONSTRUCTION. LOCATION: WATERLOO, IA 50701 2. PLUMBING SHALL BE DESIGNED AND INSTALLED TO MEET THE A DIMENSION DOT DIMENSIONS TO THE CENTER OF OBJECT 2015 UNIFORM PLUMBING CODE (UPC), IOWA STATE PLUMBING BUILDING ONE CODE AMENDMENTS, AND CITY OF CEDAR FALLS CODE OF A DIAGONAL DIMENSION TICK DIMENSIONS TO THE FACE OF OBJECT LEVELS: ORDINANCE. • FOR STUD FRAMED WALLS, DIMENSIONS ARE TYPICALLY APPLICABLE BUILDING: 2015 INTERNATIONAL BUILDING CODE DIMENSIONED TO THE FACE OF STUD UNLESS NOTED 3. PRIOR TO THE PLUMBING PERMIT BEING ISSUED, G.C. TO MEET OTHERWISE. CODES: PLUMBING: 2015 UNIFORM PLUMBING CODE WITH PLUMBING INSPECTOR TO DISCUSS PROJECT CLARITY AND • FOR CMU AND CONCRETE WALLS, DIMSENSIONS ARE TO THE FACE OF THE WALL. ELECTRICAL: 2017 NATIONAL ELECTRIC CODE TO IDENTIFY THE INTENDED WORK TO BE PERFORMED IS IN• DIMENSIONS NOTED AS"CLEAR"ARE DIMENSIONED TO THE MECHANICAL: 2015 INTERNATIONAL MECHANICAL CODE ACCORDANCE WITH THIS CODE. WALL FINISH. • DIMENSIONS SHOWN ON INTERIOR ELEVATIONS ARE TO THE FIRE: 2015 INTERNATIONAL FIRE CODE 4. G.C. TO INSTALL A REDUCED PRESSURE BACK FLOW PREVENTER FACE OF THE WALL FINISH. ENERGY: 2012 INTERNATIONAL ENERGY CONSERVATION CODE (RP), AND THE RP SHALL MEET UPC SECTION 603.0 CROSS- CONNECTION CONTROL. ACCESSIBILITY: ICC A117.1-2009 OCCUPANCY 5. GC TO ASSURE CONTAINMENT REQUIREMENTS OF CEDAR FALLS lip _ GROUP: B-BUSINESS UTILITIES (CFU)WILL BE MET FOR THE REDUCED PRESSURE } I -Ri -; t` BACK FLOW PREVENTER (RP) DEVICE(S)AND THE FLOOR , Q INTERIOR WALL TYPES DRAIN(S) BE SIZED PROPERLY. - r r` co 1 CONTRUCTION COMBUSTIBLE I Vit' �•� 1 TYPE: VB 6. NEW BUILDING SEWER CONNECTION REQUIRES A 36" q n, INSPECTION MANHOLE BEFORE IT GOES INTO CITY SEWER. W FIRE RESISTIVE EXTERIOR BEARING WALL......(0 HOUR) r , REQUIREMENTS: ROOF CONSTRUCTION............(0 HOUR) 7. TOILET ROOMS AND WATER HEATERS INSTALLED TO MEET UPC W.SAN MARNAN DR. Q 2x4 WOOD STUD FRAMING W/ SECTION 418.3 LOCATION OF FLOOR DRAINS, WHICH STATES ALL FULL BATT INSUL. CEILING.......................................(0 HOUR) FLOOR DRAINS SHALL BE INSTALLED IN THE FOLLOWING AREAS: -1--+ 5/8"GWB. EACH SIDE FIRE SPRINKLERS: (1)TOILET ROOMS CONTAINING TWO OR MORE WATER CLOSETS v 'A (10U N/A OR A COMBINATION OF ONE WATER CLOSET AND ONE , v, URINAL,EXCEPT IN A DWELLING UNIT. (5) ROOMS EQUIPPED WITH A WATER HEATER. O J 1 PROJECT D X TRAVEL <200 8.PLUMBING FIXTURES SHALL MEET UPC SECTION 403.0 LOCATION 2x4 WOOD STUD FRAMING W/ ACCESSIBLE PLUMBING FACILITIES AND VERIFY UPC SECTION 06 FULL BATT INSUL. MAXCOMMON ' EXPOSED PIPES AND SURFACES SHALL BE MET. - 7/8"HAT CHANNEL TRAVEL DIST.: <75 X o' , 9. PLEASE NOTE THE LIMITATION OF HOT WATER TEMPERATURE ^` 5/8"GWB. EACH SIDE FOR PUBLIC LAVATORIES UPC SECTION 407.3. W TOWER PARK DR. 2 > 3 ., o 4_0 1 , 2x6 WOOD STUD FRAMING W/ � it _ \ Q FULL BATT INSUL. 5/8"GWB. EACH SIDE L (� O co 0 I I LOCATION MAP i STANDARD MOUNTING HEIGHTS J�SCAILE::NTS 1 39"41" 16"-18 WHEELCHAIR Architect's Stamp 17"-19"j AMBULATORY z G1318 42"MAX. 36"MIN. 42"MIN. MAX. 1 1/2" MIN. MIN. eo W o I hereby certify that the portion of this technical Z_ iv 12" lo 12„ 24„ submission described below was prepared by me or under P. GB42 O O my direct supervision and responsible charge. I am a duly Zo 01 Registered Architect under the laws of the State of Iowa. Z >> z > TOP OF BAR N GB36 z ;r, O Y G�p EL°r°Tyo • J W O J W 0� Z z - 0 o o O O � ��°° �� Michael T. Thole ap W = m 0 u_ = m O 0 _ 0 z � O W Printed or Typed Name � M WRQ} o W � a� V : co o coo v -J o �V bo ' w "v � LLJ h CO � W �� W COLLJ w CD _. � _ o � M LL o 0U_ 7210 C? Co ch O(� O Q 0(� O v W 2 � Q M 7.�-9" co H � - I-� � /� Date: G1 `� ~ LLZQz iv J `� ~ � zQz Q W w w = c� wz ul "' Z °' z N X� IOWA M x > > U x > > w U) w U)d Q i� Q 0 Q °° / Signature 2 U)2_3 O0 2 2_3 °r `� �0 ° ° �(vV Discipline: Architect Iowa Registration No: 7210 June 19, 2020 ACCESSIBLE WALL SOAP PAPER HAND STANDARD ACCESSIBLE SANITARY TOILET PROTRUDING DISPENSER OUTLET AREA DRINKING FOUNTAIN/ BABY CHANGING SFO ASG Pages or Sheets covered by this seal: G1 0-A20-A21-A22- HANDRAIL HANDRAIL MIRROR MOUNTED LAVATORY DISPENSER TOWEL DRYER URINAL URINAL NAPKIN PAPER ELECTRIC WATER ROBE/COAT HOOK STATION A3.0,A5.0,A5.1,A7.0,A8.0 HANDRAIL- HANDRAIL- STAIRS RAMP AND MIRROR DISPENSER DISPOSAL DISPENSER RECESSED DISPENSER OUTLET AREA COOLER ,lune 19,2020 Date of issuance: Page 428 of 595 _ PERMIT SET _ I I GENERAL STRUCTURAL NOTES GENERAL FOUNDATION NOTES CONCRETE NOTES STRUCTURAL STEEL NOTES STRUCTURAL WOOD FRAMING NOTES WOOD ROOF TRUSS NOTES 1. Design Code: International Building Code, 2015 Edition (IBC-2015), 1. The building foundations shall bear on suitable native soils or on 1. Except where modified by these Plans and Specifications, all concrete work 1. Structural Steel is to be fabricated and erected in accordance with AISC 1. All structural framing lumber shall be clearly marked and of a quality to 1. Wood roof trusses are to be designed and manufactured to support the Building Risk Category II. structural fill material extending to suitable native soils to provide a shall conform to the requirements of ACI 301-11, "Specifications for "Specifications for Structural Steel Buildings", latest edition. meet the following minimum grade requirements. design live/snow, wind and seismic loads indicated under the General minimum net allowable foundation bearing pressure of 1,500 psf. This Structural Concrete for Buildings and ACI 318-11, "Building Code Structural Notes as well as the design dead loads indicated below. 2. Design Loads: minimum bearing pressure is to be verified by a qualified Geotechnical Requirements for Reinforced Concrete". 2. Material. 2x6 and Smaller. Spruce-Pine-Fir (SPF) No. 2 grade under NLGA Firm prior to start placing formwork/reinforcing steel for footings. Wide flange shapes ................................ ASTM A992 grading requirements. 2. Wood roof trusses are to be metal plate connected, wood chord, wood Roof Live Loads: 2. Reinforcing is to be detailed in accordance with ACI 315-latest, "Manual Channels, Angles and Plates ............... ASTM A36 web trusses. Trusses shall be spaced at 24-inches on-center maximum. Ground Snow Load (Pg).......................... 30 psf Preparation of the building ad for new construction shall include removal " Structural Tubing .................................... ASTM A500, Grade C 2x8 and Larger. Douglas fir-larch (DFL) No. 2 grade under P 9 P of Standard Practice for Detailing Reinforced Concrete Structures . Snow Exposure Factor (Ce) ............. 1.0 of all existing foundations, slabs, pavements, vegetation and topsoil. Soils Structural Pipes ...................................... ASTM A500, Grade C WCLIB or WWPA grading requirements. J. The roof trusses shall be designed to support a top chord dead load of Snow Load Importance Factor (1) ... 1.0 containing organics shall additionally be removed. J. Minimum Concrete 28 Day Compressive Strengths: 12 psf and a bottom chord dead load of 10 psf plus additional weight Thermal Factor (Ct) 1.0 3. All bolts for structural steel framing shall be high-strength (H.S.) bolts 2. All wood in contact with concrete or masonry shall be pressure treated of any truss supported mechanical units and main sprinkler pipe runs. conform to ASTM A325 with ASTM F436 washers and ASTM A563 preservative Southern Pine No. 2 grade lumber, unless specifically Contractor shall coordinate suspended mechanical unit locations and main Min. Flat Roof Snow Load (Pf)............... 21.0 psf + Snow Drift 2. After rough grade has been established and prior to the placement of Footings ................................................. 3500 PSI Minimum Balance Snow Load Used for Design ... 30 psf any fill material, the exposed subgrade shall visually observed and test 9 heavy-hex nuts. Bolts shall be 3/4" diameter, unless otherwise noted. indicated otherwise. All steel nails, bolts and connectors in contact with sprinkler piping runs with the Mechanical Contractor prior to submitting robed b the Owner's hired Geotechnical testin ins ection agency Foundation Walls/Piers ......................... 4500 PSI pressure treated lumber shall be galvanized to G185 thickness roof truss shop drawings for Architect/Engineers review. Floor Live Loads: P Y Y 9/ P 9 y Interior Slabs-on-grade .................... 4000 PSI 4. Unless indicated to be fully tightened", high strength bolts shall be specifications or stainless steel. (Geotech). Any soft, loose or otherwise unsuitable areas as identified by tightened to snug-tight condition as defined b AISC. Offices/Restrooms ............................ 50 psf the Geotech shall be additionally removed. Exterior Slabs-on-grade ..................... 4500 PSI g Y J. All nailing of lumber shall conform to IBC table 2304.9.1 Fastening 4. The top chords at perimeter edge overhangs shall be designed by the A n ( I I T r (' T n r Corridors/Open Areas .................... 100 psf Composite Topping Slabs .................... 4000 PSI truss manufacturer to cantilever the distance indicated. Roof truss A R 1. ll I I L 1. I U R L Schedule, except as otherwise indicated. All nails shall be common steel 5. All bolts indicated to be full tightened (slip-critical)critical shall use load overhang dead load shall be 12 psf. Mechanical Rooms/Storage ........... 125 psf Y 9 P- wire nails, unless specifically indicated otherwise. 9 P 3. Fill material required to bang the subgrade to bearing elevation is to be P Y tested and approved by Geotech prior to placement. FII material shall be 4. Concrete reinforcing steel shall be in accordance with the following indicator washers (ASTM F959) or tension twist-off indicator bolts (ASTM Wind: standards: F1852) to ensure that the bolts are fully tightened. 5. Scissors trusses shall be designed to resist outward thrusts due to gravity placed in loose lifts not to exceed 9-inches in thickness when heavy, 4. Attach multiple studs together w/ (2) rows of 16d nails at 16" 9 9 Y Basic Nominal Wind Speed ...... 115 MPH (3-Second Gust) self-propelled compaction equipment is utilized, 4-inches in thickness if on-center, staggered, unless noted otherwise loading internally. The bearing supports shall not be assumed to resist P.O. Box 1240 Cedar Falls, IA 50613 Risk Category ............................ II hand held compaction equipment is required. Reinforcing bars ................................. ASTM A615, Grade 60 6. Anchor bolts/anchor rods shall be ASTM F1554, grade 36 with ASTM F844 outward thrust due to gravity loads. The maximum horizontal live load 319.277.5636 319.277.5639fax Wind Exposure ........................ "C" Welded wire fabric .............................. ASTM A1064, Plain Type washers and ASTM A563 heavy-hex nuts. deflection shall be limited to 1/4 inch total. www.leviarchitecture.com Internal Pressure Coefficient ... +/--0.18 5. Floor sheathing shall be 3/4 inch thick tongue and groove APA rated 4. All fill material shall be compacted as follows: 48/24 sheathing glued and fastened with 10d common nails at 6" 5. The following lap-splices shall be maintained including dowel extension and 7. Bolts indicated as machine bolts (M.B.) shall conform to ASTM A307 with » 6. The truss layouts shown are schematic only. The member sizes and 1 Component and Cladding Design Pressures (osd): on-center at all supported panel (individual sheet) edges and 10 Below Foundations: Material shall be relatively clean, well embedment, unless noted otherwise: ASTM F844 washers and A563 heav -hex nuts. orientation are the responsibility of the truss manufacturer, unless C Co ri ht 2020 Typical ........... 20 psf inward Y Y on-center at all intermediate supporting members, unless indicated PY 9 YP P Drawings are indicated. s 20 psf outward graded granular material compacted otherwise. Stagger joints running parallel with floor joists. minimum member size req9 & specifications, ideas, Corners .......... 20 psf inward to at least 98% of its maximum Reinforcing bars: 8. All welding shall conform to the latest A.W.S. Specifications. Use E70XX designs, & arrangements represented 25 psf outward Standard Proctor Dry Density (ASTM Horizontal Bars ............... 58 bar diameters electrodes. 6. Attach wall sheathing at multiple studs and top plate locations (multiple 7. The drawings show general requirements for connections and anchorage. are & shall remain the property of Seismic: Vertical Bars ................... 46 bar diameters The truss manufacturer shall design and furnish all connections and the architect & no part shall be D-698). top plates, window/door multiple trimmer/full height studs, multiple truss accessories required for complete installation of the wood roof truss Seismic Use Occupancy .............. II q P copied or disclosed to others or 9. Welded studs (headed stud anchors) and deformed bar anchors as shown girder support studs, multiple end studs, etc...) with some nail spacing as framingsystem, includingindividual truss chord web lateral bracing, based Importance Factor (1) ................... 1.00 Welded wire fabric: 9-inches on the details shall be Nelson Anchors ore uivalent. Studs shall be Y. i / used in connection with any work or Above Foundations, Below Granular or Cohesive Material 9 panel (individual sheet) edge nailing at each plate/stud (stagger nail on the design loads indicated. other than the specified automatically enweeper manufacturer's recommendations. Stick rows). project P Mapped Spectral Response Accelerations: Floor Slabs-on-Grade: compacted to at least 959 of its lld welded ftSti ) All lap-splices shall be contact splices, unless noted otherwise. welding of stud anchors is not permitted. Project for which they have been Ss ................... 0.0598 maximum Standard Proctor Dry 8. The quantity of girder truss plys called out are the minimum number of prepared without the written consent S1 .................. 0.0428 DensityASTM D-698. 7. Nails for sheathing attachment shall be driven such that the nail head plys required. If the truss supplier requires additional truss plys the truss ( ) of the architect. Visual contact with 6. Maintain the minimum concrete coverage for reinforcing as indicated, 10. Structural steel surfaces to be prime painted by the steel fabricator after slightly dimples, but does not penetrate, the surface of the sheathing. supplier shall notify the Contractor prior to the time of bid. Site Class: D unless noted otherwise on the drawings. shop fabrication has been completed with fabricators standard prime paint these drawings & specifications shall 5. Overexcavation for compacted structural fill placement below footings shall system. Touch up any shop prime painted surfaces that have been constitute conclusive evidence of extend laterally beyond all edges of the footings at least 8-inches per 8. TJI 1 joists shall be as manufactured by TRUS JOIST or approved 9. The maximum allowable roof truss live load deflection shall be limited to acceptance of these restrictions. Spectral Response Coefficients: Concrete deposited directly scratched/removed during shipping and erection. Use zinc-rich cold P foot of overexcovation depth below the footing base elevation. equivalent. Equivalent I joists shall meet or exceed the Trus joist 1 joists span/480 and the total load deflection limited to span/240. SDS ............... 0.064 against earth ........................................ 3 inches galvanizing compound touch-up at galvanized surfaces. SD1 ............... 0.068 specified in section, shear, flexure and deflection properties. 6. Excavations shall be kept free of water and loose soil prior to concrete 10. Roof truss shop drawings are to be sealed by a structural engineer Concrete Exposed to earth 11. Provide 1-1/2 inch non-shrink, nonmetallic grout under all column base » Seismic Design Category. B placement. Any unsuitable material is to be removed and replaced with 9. Laminated strand lumber (LSL) rim boards and blocking shall be 1.3E licensed in the State of Iowa. Shop drawings shall show all critical O compacted structural fill material. or weather. 16 and larger .................. 2 inches plates, unless noted otherwise. Grout shall comply with ASTM C1107 with Timberstrand LSL" as manufactured by TRUS JOIST or approved equivalent. dimensions, piece marks, member sizes, and accessories required for 0 th compressive strength.com psi minimum 28-day pg . Basic Seismic-Force-Resisting System: 15 and smaller .......... 1 1/2 inches 7500 pEquivalent LSL rimboards and blocking shall meet or exceed the Trus Joist proper attachment. Light framed wood walls sheathed with wood structural 7. Excvations are to comply with the requirements of OSHA 29 CFR, Part LSL members specified in section, shear, flexure and deflection properties. panels rated for shear resistance. " " 12. Provide a barrier of roofing water and ice shield ore equivalent between J P 1926, Subpart P, Excavations and Trenches" Concrete not exposed to 9 q 11. Wood truss framing shall be inspected at start of construction and direct interfaces of non-galvanized steel and accessories with preservative periodically throughout this phase of work. Inspections shall consist of earth or weather: pressure treated lumber. 10. Laminated veneer lumber (LVL) beams and headers shall be "1.9E P y 9 P P Seismic Response Coefficient (Cs): 0.098 P » visually inspection of truss piece marks, truss spacing and correct 8. Provide minimum 6-inches of properly compacted structural granular Slabs and walls .............. 1 inch Microllom LVL as manufactured by TRUS JOIST or approved equivalent. Response Modification Factor (R): 6.l free-draining fill beneath all slabs-on-grade. See typical slob-on-grade Column ' ' attachments. Analysis Procedure: Equivalent Lateral Force 9 9 YP 9 /pier ties ..... 1 1/2 inches 13. Connections not detailed on drawings shall be designed by fabricator and Equivalent LVL's shall meet or exceed the Trus Joist LVL's specified in detail for requirements. section, shear, flexure and deflection properties. � be subject to Architects/Engineers review. 0 Design Base Shear = 0.007W (asd) 7. Place the reinforcing bars as near to the surface as these minimums 9. If groundwater is encountered within the building excavations, an effective permit, unless specifically noted otherwise. 14Unless connections specifically shown, each beam connection shall be 11. Expansion anchors shall be "Strong-Bolt 2" as manufactured by "Simpson z J. Special Inspection: means of dewatering is to be implemented to maintain site drainage and . ons are specStrong-Tie"Tie" ore equivalent. Screw anchors shall be "Rten-HD" screw designed to support one-half of total uniform load capacity as tabulated 9- q prevent disturbance of the bearing soils. Groundwater, if encountered, � » 9 PP P Y " " 8. Unless noted otherwise, provide 2-15 x 4'-0" bars, each face, at 45 in AISC tables for the even shape and span or 50 percent of the shear anchors as manufactured by Simpson Strong-Tie or equivalent. Sleeve Q The following types of work require special inspection. shall be lowered and maintained at least 2-feet below excavations during 9 P P P construction. degrees to main reinforcing at corners of wall openings. strength of the member whichever is greater. anchors shall be "Sleeve-All" as manufactured by "Simpson Strong-Tie" or U 0 - Foundation allowable bearing pressure equivalent. All anchors in contact with pressure treated wood shall be - Concrete Constructionhot-dip galvanized or stainless steel. 4 AT 12 O.C. 10. Foundation walls to be backfilled on both sides are to have backfill 9• Unless noted otherwise, provide 2-14 x 4'-0" at 45 degrees at all 15. If structural steel details (field welds vs. shop welds, etc.) shown on - Structural Wood FramingFraming Construction corners of openings and at all inside corners of floor slabs. design drawings are not compatible with contractors erection procedures, EA WAY SLOPE SLAB AWAY 9 placed simultaneously on each side of the wall to prevent unbalanced 9 9 P loading. detailer shall submit proposed modifications for Architects/Engineers review. 12. The drawings show general requirements for pre-engineered wood framing FROM BUILDING le* connections, bearing and anchorage. The pre-engineered wood framing #4 (20/8) L-BARS All special inspections shall be performed by qualified independent 10. Shift reinforcing to clear anchor bolts and embedded items, cutting of 9 9 ' P g testin ins ection agencies specializing in the field of inspection reinforcingbars is not permitted supplier shall indicate additional blocking, anchorage, web stiffeners, etc... AT 12" O.C. 9/ P 9 P 9 P 11. Foundation walls that are to have uneven backfill are to have backfill P 16. Structural steel framing shall be inspected at the start of construction required for proper installation of the pre-engineered wood framing 3 SIDESA #4 (20/8) L-BARS services provided. and periodically throughout this phase of work. Inspections shall consist ( ) placed simultaneously on each side up to height of start of unequal P Y 9 P P components based on the design loads and building spans indicated. AT 10" O.C. backfill. Uneven backfill shall be compacted utilizing hand held 11. Vertical construction joints in walls shall have keyways 1 1/2 inch x one of visually inspection of field welds for size, length, spacing and quality of _ Special inspection agencies shall make written records indicating: Phase weld, bolted connections for all bolt size, all bolt-holes utilized and FIN. FLR. compaction equipment. third the wall thickness. Horizontal construction joints in walls are not 12. Structural wood framing shall be inspected at the start of construction of work being inspected, what portion of the phase of work is being verifying that connections specifically indicated to be "full tightened" on 9 P x-x-x-x a permitted, unless specifically indicated on the drawings. Y 9 P Y Y 9 SEE PLAN inspected, extent of inspected work performed during inspection visit, and periodically throughout this phase of work. Inspections shall consist � a ° ( ) the drawings has been provided. indicate work inspected was performed in conformance with the 12. Locate, verify and mark the location of underground utilities prior to of visually inspection of member sizes, species, grade, spacing. correct 00 Construction Documents or corrective measures taken as a result of excavation for foundations. 12. Maximum spacing between construction joints of foundation walls shall not nail size and quantities. Pre-manufactured light gunge connectors shall # ( / ) 4 20 8 L-BARS .,:...°.. the inspections. Written progress reports of each category of special exceed 40 feet. All horizontal reinforcing shall run continuous through be visually inspected for correct connector size, fastening. » moo a inspection shall be provided to the Architect/Engineer and Owner as construction joints. AT 12 O.C. FOR °oa0 construction progresses. ADJACENT SIDEWALK LOOSE SAND FILL #4 VERT .,° 13. Provide horizontal reinforcing continuous around all corners unless shown " Discrepancies found during special inspection services shall be brought otherwise. Provide corner bars with minimum 58-bar diameter lap splices a ° AT 18 O.C. ° ' r COMPACTED to the immediate attention of the Contractor for correction. If at all intersections of footings, and walls, some size and spacing as ° �_ (2) 14 Top ` CLEAN GRANULAR discrepancies are not corrected, the discrepancies shall be brought to horizontal reinforcing, unless shown otherwise. a ' og & BOT Jd, J FILL the attention of the Architect/Engineer prior to the completion of that oo. phase of work. 15. Where doweling into new or existing concrete is indicated to be adhesive 4. Refer to Architectural Floor Plans for dimensional location of non-bearingbonded, use "HILTI" HY-200 SofeSet adhesive or equivalent. Hole size, " PULL FABRIC UP TO 1/2 DIA. x 24 SMOOTH partition walls, door and window locations, and dimensions not shown on hole clearing- preparation anadhesive installation sae n accordance " - p litiand illtishall bid 2 FROM TOP OF SLAB WELDED WIRE FABRIC DWLS AT 24» O.C. the structural plans. with manufacturer's written instructions. = 11= SAWCUT 1 1/2 (SEE PLAN FOR SIZEKEYWAY AT) � 8 5. Unless otherwise noted, elevations are to the TOP of beams, footings, 16. No electrical, mechanical or pluming conduits, ducts or pipe shall be DEEP OF SLAB slabs, etc. placed in concrete walls, slabs-on-grade, concrete topping slabs other TYPICAL STOOP DETAIL than to pass vertically through the slabs or horizontally perpendicular 2" x-x-x x -x x-x-x -x-X-X SLAB THICKNESS 6. Building drainage, insulation, flashings, vapor/moisture protection, and through the wall. a a G (SEE PLAN) NOT TO SCALE fireproofing are not shown on the structural plans. Refer to the o 00 00 00 0 0 0 0 0 0 2" Architectural/Mechanical drawings and specifications for requirements. 17. No pipes, conduits or ducts are to be placed in concrete columns, piers, joists or beams without review and approval from the Architect and 7. All sections, details and notes shown on the structural drawings are Structural Engineer prior to placement. MIN. 6" COMPACTED GRANULAR MAIL. intended to be typical and shall apply to similar situations unless PREPARED SUBGRADE 8" otherwise shown. 18. Hot weather concrete operations shall be in accordance with ACI 305. Cold weather concrete operations shall be in accordance with ACI 306. CONTROL J 01 NT CONSTRUCTION J 01 NT 6 " " 2 8. The structural integrity of the building shown on these plans is dependent upon completion according to the Contract Documents. It is the 19. Cast-in-place concrete shall be inspected/tested at start of each phase Contractor's responsibility to furnish all temporary bracing and/or support of concrete construction and periodically throughout remainder of FLOOR SLAB NOTES: that may be required as a result of construction methods and sequences. construction: o -Reinforcing steel shall be visual inspected for correct sizes, 1. Granular material shall be clean, well graded material (1" 8» ■ quantities, spacing, location, clear covers and lap-splices. maximum size with less than 6 percent passing #200 sieve) U) compacted to 95% standard proctor density (ASTM D-698) T/ SLAB -Concrete shall be tested for correct mix design, slump, air entrainment, strength and hot/cold weather placement 2. Unless otherwise noted or detailed, provide 1/2" expansion requirements. For concrete strength each test shall consist joint material with elastomeric sealant where slabs-on-grade \�/j77 -- O of four test cylinders with one cylinder break test performed abut vertical surfaces including walls, piers and column bases. i i 0 at 7-days, two at 28-days. Remaining cylinder shall be i I 8x8 FDN. WALL tested at 56-days, paIX if 28-day tests do not meet 3. Refer to the Foundation Plan for recommended control/ a� i I EXTENSION AT THICKENED � SLAB FTG. 8" 8" specified requirements. construction joint locations. 6» 2» 6„ 2" (2) 15 DOWELS W/ > C: 4. Refer to the Architectural drawings and the specifications for i 10 TAIL EA. END W 2x6 STUDS AT 16" O.C. 2x6 STUDS AT 16" O.C. below slab drainage and moisture protection requirements. I' w > TREATED 2x6 PLATE ATTACHED TO FDN. r � SPREAD FTG. (SEE PLAN) TREATED 2x6 PLATE ATTACHED TO FDN. i "L (3) 15/32" THICK APA -4 WALL W/ GALV. 5/8" DIA. x 8" "SIMPSON" WALL W/ GALV. 5/8" DIA. x 8" "SIMPSON" i I TOF �--+ 8" TYPICAL FLOOR SLAB DETAILS A (_4,_0„) C� � � RATED SHEATHING W/ TITEN HD SCREW ANCHORS OR EQUIV. W/ TITEN HD SCREW ANCHORS OR EQUIV. W/ 2x4 BLOCKING AT » " " SCALE: NOT TO SCALE a L of Q 7 PLATE WASHER AT 32 O.C. PLUS ADDITIONAL PLATE WASHER AT 32 O.C. PLUS ADDITIONAL 4 �4 =. -r-w- > _ L HORIZ. PANEL JOINTS NEAR EA. DOOR OR WINDOW JAMB. NEAR EA. DOOR OR WINDOW JAMB. CHAMFER EDGE (SEE ARCH.) z O � QO DO » » � » i T/ SLAB , T/ SLAB #3 x CONT. AT WINDOW T/ SLAB 8 8 l'-4- CO is x-x-�x (o'_o") x x�x�x o'_o" LOCATIONS \ \ • a x xx_x (0'-0') O » » #3 (8/2/18) DOWELS » 5 THICKENED SLAB FTG. AT FDN. WALL o » 2x6 STUDS AT 16 O.C. $�,Q SCALE: 1/2" = 1'-0" (� c14o AT 16 O.C. AT c14 -1J. (4) 14 x CONT. WINDOW TREATED 2x6 PLATE ATTACHED TO FDN. ��--+ °I (4) 14 x CONT. all . (3) 14 x CONT. AT WINDOW WALL W/ GALV. 5/8" DIA. x 8" "SIMPSON" �/, REFER TO THE FDN. PLAN AND FTG. THIS DETAIL APPLIES TITEN HD SCREW ANCHORS OR EQUIV. W/ o I hereby certify that this engineering document was i; SCHED. FOR FTG. SIZE AND REINF. #5 (54/10) DOWELS AT 32" O.C. 15 (54/10) DOWELS AT 32" O.C. TO LOCATIONS WHERE l a 15 (47/10) DOWELS AT 32" O.C. SAW-CUT JOINT PLATE WASHER AT 32" O.C. PLUS ADDITIONAL prepared by me or under my direct supervision and o REQMNTS. TYPICAL I (ALTERNATE DIRECTION OF TAIL IN FTG. l ALTERNATE DIRECTION OF TAIL IN FTG. WINDOW SILL RESTS ALTERNATE DIRECTION OF TAIL IN FTG. NEAR EA. DOOR OR WINDOW JAMB. that I am a duly licensed Professional Engineer under ( ) ) ( ) C ( ) EA. SIDE o ON TOP OF FDN. WALL v �S/OF the laws of the State of Iowa.�N _ To TOF TOF N T/ SLAB1 41 0 t'' MICHAEL D. BRENNEMAN DATE o Fi`8 o ber 13013 (-4'-O') �o (-4'-0") d (-4-0) �a °• � MICHAEL d01. o ° ° N � ° °` W 13013 Myence licenseurrenewal date is December 31, 2021 2o _ gRENNEMAN 00 Q. 1'-0" Q. Q. 1'-0" Q. - CE Q. l'-0" Q. EQ. 5J EQ. - ��� .D� Pages or sheets covered by this seal: w c, K, �, REFER TO THE FDN. PLAN v O S1.0, S2.0, 52.1 AND S3.0 1W 1W SEE FTG. SEE FTG. SEE FTG. AND FTG. SCHED. FOR SEE FTG. IOW A`� Date SCHED. SCHED. SCHED. THICKENED SLAB FTG. SIZE SCHED. AND REINF. REQMNTS. June 19, 2020 SECTION AT FOUNDATION WALL 2 SECTION AT FOUNDATION WALL 3 SECTION AT TALL WINDOWS (TYPICAL) $l A SCALE: 1/2" = 1'-0" $ o SCALE: 1/2" = 1'-0" $ o SCALE: 1/2" = 1'-0" 4 SECTION AT THICKENED SLAB FTG. SCALE: 1/2" = 1'-0" M2p Structural Engineers LLP Foundation Permit Set 422 Second Avenue S.E., Suite B, Cedar Rapids, Iowa 52401-1330 Phone: 319/364-0666 Fax: 319/364-1456 1W 1WPage 429 of 595 173'-812" 48'-4" 62'-74 62'-9- 8' WF22 (-4'-0") 8" . R �-I I T ITUR � 9.4dd.Ld.444dl 777777-7-777 A 17`777777-7777 -- - -- - --- - -- - -- - - - - --- - - - - D I I HD HD P.O. Box 1240 Cedar Falls, IA 50613 INDICATES LOCATION OF SHEAR 3 I ---� 319.277.5636 319.277.5639fax WALL HOLD-DOWN ANCHOR W/ I 1 S1.Q �1 !STOOP www.leviarchitecture.com POST INSTALLED FOUNDATION 1 I S 1.0 oIi ANCHOR ROD (TYPICAL) vl i ©Copyright 2020 �1 1 S1.0 i 1 ., Drawings & specifications, ideas, " 1 i 1 designs, & arrangements represented 3k6" I I 61'-74" 1 6" '��, are & shall remain the property of o I I the architect & no part shall be i Icopied or disclosed to others or HD N I I used in connection with any work or it i 1 ---� project other than the specified ! I I STOOP I 8" project for which they have been 1 1 1 JIii i " prepared without the written consent WF26 (-4'-0") of the architect. Visual contact with r I LL-1 ---- ---- ---- - -- - - - - - - -- ---- ---- ---- - - S1,0 r I these drawings & specifications shall ------------- -------------------- -- --- --------------- ------------ ------------ I ---- - -- ---- -- ---- ---- --- ---- -- - ---- 1 constitute conclusive evidence of 8" r---� 5 I LI IF3 00 acceptance of these restrictions. - i STOOP i WF24 (-4'-0") 51.0 HD 1L R o - - --- - - - --- - --- - --- - --- - - I ° 0 1 51.0 I z r-------- -- - --------- -------------------- - - - -- ------ - - --- - -----_--_-- "- I iN CF3.00 J i 1i 1 0 to J L___ S1.0i io 0 1 Ii I J V 447- N I N� SF4.33 I ----� (01-011) II I z l I STOOP _ 0 6" I1 ! SF4.33 !' i I 47'_10i" (0'-0") - - » 3 ! 1 Q o 1 s1.o L) 0 1 � I N I ; to 1 LO IC" ' SF4.33 1 I I I 01 cV CD f II - - ill I I 1 1 `� N A 4" THICK CONC. SLAB-ON-GRADE o I I REINF. W/ 6x6-W2.9xW2.9 W.W.F. 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" SPREAD FOOTING SCHEDULE Z 1 1 1 I • \ Q WF20 V-8" x CONT. 1'-0" (3) #5 x CONT. BTM. ; I I I 8"� MARK SIZE THICKNESS REINFORCING 1 ^ J WF22 V-10" x CONT. 1'-0" (3) #5 x CONT. BTM. `"`1 I I I - ` (/ L.L 31 2 0, F3.00 3'-0" SQUARE 1'-0" (4) #5 x 2'-8" BTM. EA. WAY I > WF24 2'-0" x CONT. 1'-0" (3) #5 x CONT. BTM. I 1 1 Y= _� 1 " " " 1 1 �' F3.66 3-8 SQUARE 1 -0 (5) #5 x 3-4 BTM. EA. WAY i Q 7 WF26 2'-2" x CONT. 1'-0" (3) #5 x CONT. BTM. S1,0 6 5 x 5'-0" BTM. LONG. L WF28 2'-4" x CONT. 1'-0" (3) #5 x CONT. BTM. HD - --- - D I F4.5 5.3 4'-6" x 5'-4" 1'-0" (7)#5 x 4'-2" BTM. TRANS. O 1 --- - (6) #5 x 5'-0" BTM. LONG. I TS20 1'-8" x CONT. THCK. SLAB 1'-0" (3) #5 x CONT. TOP AND BTM. I I 1 F4.6-5.3 4'-8" x 5'-4" 1'-0' (7) #5 x 4'-4" BTM. TRANS. _ TS24 2'-0" x CONT. THCK. SLAB 1'-0" (3) #5 x CONT. TOP AND BTM. I i I I i 1 STOOP i i - SF3.33 3'-4" SQUARE 1'-0" (4) #5 x 3'-0" TOP AND BTM. EA. WAY Q SF3.33 S-4" SQUARE 1'-0" (4) #5 x S-0" TOP AND BTM. EA. WAY I I !i ---- I ' ----y 1 _1 SF4.33 4'-4" SQUARE 1'-0" (5) #5 x 4'-0" TOP AND BTM. EA. WAY I CO Q Q 1 SF4.33 4'-4" SQUARE 1'-0" (5) #5 x 4'-0" TOP AND BTM. EA. WAY I I S1 Q IR 1 I i i ZZ1 i o 7 HD I 1 1 -- -- - - --- - J1 II 1 1 SJ.o L I L--- --- ---- --- - - I I ------ -------- --------------- ------------------------- -J -- 711 - - 7-7777 I'll zzzz -----J I - - - - - - - - �I oN - -- - - --- - --- r- - - n - - ----- v- W C� L3J I 8" 6 WF22 (-4'-0") 31 L_(-4-0� _J 13 WF24 (-4-0 ) 8" I I 1 O O _ - - - - - - LL 0 8" WF20 8" �4 -4 F4.6-5.3 0 21'-1 1 9'-4" 16'-4" 14'-1 „ » 48'-44" 62'-74 57-9� 4,-11J CD CD 173'-812" 0 04 S2006 Z FOUNDATION PLAN w SCALE: 1/8" = 1'-0" 1 D PLAN NOTES: 1. REFER TO THE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW Date. STRUCTONS AND SIZES URAL DRAWINGS.AND FOR DIMENSIONS NOT SHOWN ON THE June 19, 2020 M2 Structural Engineers LLP Foundation Permit Set 422 Second Avenue S.E., Suite B, Cedar Rapids, Iowa 52401-1330 Phone: 319/364-0666 Fax: 319/364-1456 1W _ Page 430 of 595 1 o cn o vi 0 a 173'-7J» o cin 48'-4jn 62'_6 " 62'—g„ Q 5Jn 51" Q V1 vl 11RC �IIT � CTUR � O.F. OF STUDS o 0 - — — — — R F- E — — - - _ — — — — — — — — -- 4Lj ^ P.O. Box 1240 Cedar Falls, IA 50613 319.277.5636 319.277.5639fax www.leviarchitecture.com S II (2) PLY GIRDER TRUSS ©Copyright 2020 Drawings & specifications, ideas, l i A ^moi designs, & arrangements represented t ^ I �, are & shall remain the property of I $3.0 the architect & no part shall be 1 11 " copied or disclosed to others or N I I N 3 used in connection with any work or project other than the specified project for 4:�� lchey ebeen _ _ _ O.F. OF of the architect. Visual contact with — _ _ =-- -- = -- __ -- —-- -- =-- -- =— _-- _ = these drawings & specifications shall — STUDS I constitute conclusive evidence of acceptance of these restrictions. _ �I II I I �' III II Q I I 0.F. OF z STUDS G —PRE—ENGINEERED WOOD I I 2 J II I TRUSSES AT 24 O.C. MAXIMUM $3.0 Q II � rh II II -- _ __ _- - �� __ __ _ __ __ F- � III ao =--w ^ � II Of D �I/ LO I I ; CD t III C14UJ � II IIn -- -- — -- -- — -- -- — -- -- _ -- -- _ -- -- _ -- -- — ii 2 II 3t Of i' - - -- -- - -- -- - -- -- - -- -- - -- II � N ^1 _ __ _- _ _ _- _ __ _- _ -_ _ __ II _ __ __ _ __ _ _ __ __ _ _ _ IN ^ II II I N �C:)10 I N �* 0.F_ OF m PRE—ENGINEERED WOOD TRUSSES AT 24" O.C. MAXIMUM = __ __ _ _ _ -- -- — -- — — I I STUDS I I III N r�n III II II o I II I ��Q PROVIDE "SIMPSON" _ _ __ _I 'ZT I 2 LGT3—SDS2.5 GIRDER PRE—ENGINEERED WOOD �1 cit TIEDOWN OR EQUIV. I \gyp EACH END �i TRUSSES AT 24 O.C. MAXIMUM 0.F. OF STUDS s U3 II I I II II I � 5J V/ S3.0 O ill i 0.F. OF z STUDS R II IJ 0.F. OF ^ 4 I I 1 sruDS I..� I z 0 ----------------- 0.F. OF Q (2) PLY GIRDER TRUSS STUDS > _ Q LL LL II - II — -- — -- — -- — -- -- — -- -- — — I 0.F. OF STUDS W O O.F. F STUDS — — -- — — � -- -- _ -- — — �✓ CD O I o, �, 0.F. OF STUDS ^ (, �, Onnn W (n Cn IT — LL LL o 0 21'-11j" 9'-81�" 16'-8 " 14'-1j" '_4" 0 0 62'-4" 57'-4n 4'-11 j" 0 o 173'-7J" N 201 N N 0 (0 C)(0 cz; to L-� P � P P 1W 1W Date: ROOF FRAMING PLAN PLAN NOTES: SCALE: 1/8" = 1'-0" June 19, 2020 1. REFER TO THE ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW LOCATIONS AND SIZES AND FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. M2p Structural Engineers LLP Foundation Permit Set 422 Second Avenue S.E., Suite B, Cedar Rapids, Iowa 52401-1330 Phone: 319/364-0666 Fax: 319/364-1456 1W 1WPage 431 of 595 IV BEVELED 2x12 BLOCKING EVERY 3RD TRUSS SPACE (6'-0" O.C.) (12) 15 (54/10) DOWELS ATTACHED TO TRUSS EACH END INTO FOOTING BELOW W/ (4) 10d ENDNAILS ——.—— (3) 10d's TOENAILED AT 14 PERIMETER TIE (MATCH MIN. (6) Sd NAILS TOP EA. TRUSS BEARING EACH SIDE SPACING OF TYP. FOUNDATION AND SIDE AT EA. I� �I WALL REINFORCING BLOCKING PANEL BEVELED 2x12 BLOCKING EVERY 3RD BEVELED 2x12 BLOCKING EVERY 3RD TRUSS SPACE (6'-0" O.C.) TRUSS SPACE (6'-0" O.C.) 41 ATTACHED TO TRUSS EACH END ATTACHED TO TRUSS EACH END 12 i A 7 T L T U n L °a W/ (4) 10d ENDNAILS W/ (4) 10d ENDNAILS 41 _ J — —J 0, (3) 10d's TOENAILED AT (3) 10d's TOENAILED AT _ EA. TRUSS BEARING EA. TRUSS BEARING P.O. Box 1240 Cedar Falls, IA 50613 T/ FDN WALL (0'-0') MIN. (6) 8d NAILS TOP EACH SIDE MIN. (6) 8d NAILS TOP EACH SIDE TRUSS BRG. 319.277.5636 319.277.5639fax AND SIDE AT EA. AND SIDE AT EA. www.leviarchitecture.com BLOCKING PANEL BLOCKING PANEL EXTEND WALL SHEATHING TO-1 "SIMPSON" H5 TIE OR EQUIV. AT DETAIL AT FDN. PIER 12 12 1 UNDERSIDE OF TOP CHORD " 1 —0" I I �" p�„ �„ EA. TRUSS BEARING Drawings & specifications,o?deas, 53. CALE: 1/2 = 4 F I, J 41 i i J TRIPLE 2x6 TOP PLATE designs, & arrangements represented 2x6 STUDS AT 16" O.C. are & shall remain the property of the architect & no part shall be TRUSS BRG. TRUSS BRG. copied or disclosed to others or FULL DEPTH BLOCKING used in connection with any work or EXTEND WALL SHEATHING TO EXTEND WALL SHEATHING TO ��"SIMPSON" BETWEEN STUDS AT ALL HORIZ. project other than the specified UNDERSIDE OF TOP CHORD SIMPSON H5 TIE OR EQUIV. AT UNDERSIDE OF TOP CHORD H5 TIE OR EQUIV. AT WALL SHEATHING JOINTS project for which they have been EA. TRUSS BEARING EA. TRUSS BEARING (TYPICAL ALL EXTERIOR WALLS) prepared without the written consent 1�2" 512 5 " of the architect. Visual contact with DOUBLE 2x6 TOP PLATE TRIPLE 2x6 TOP PLATE these drawings & specifications shall constitute conclusive evidence of 2x6 STUDS AT 16" O.C. 2x6 STUDS AT 16" O.C. 6" acceptance of these restrictions. NOTE USE DOUBLE TOP PLATE FOR Z TRUSS SPANS LESS THAN 24—FEET FULL DEPTH BLOCKINGFULL DEPTH BLOCKING BETWEEN STUDS AT ALL HORIZ. BETWEEN STUDS AT ALL HORIZ. 3 SECTION AT TRUSS BEARING WALL SHEATHING JOINTS WALL SHEATHING JOINTS S3,0 SCALE: 3/4" = 1'-0" (TYPICAL ALL EXTERIOR WALLS) (TYPICAL ALL EXTERIOR WALLS) J � Q � z � "6- 6" 0 cc z 2 SECTION AT TRUSS BEARING 3 SECTION AT TRUSS BEARING < 0 5 o SCALE: 3/4" = 1'-0" $3.Q SCALE: 3/4" = 1'-0" W U U) U) O J = Q LU O � o J CU 0 Q > Q CO o U —0 (3) a) N O N I rn C) I o _ _ w Q 0 O d O CD O N S300 O Z W_ 1WO Date: m June 19, 2020 M2 Structural Engineers LLP Foundation Permit Set 422 Second Avenue S.E., Suite B, Cedar Rapids, Iowa 52401-1330 Phone: 319/364-0666 Fax: 319/364-1456 Page 432 of 595 I I I 48'-4 1/4" 62'-7 1/4" 62'-9" 3/4" 11'-7" 8'-6" 13'-10" 6'-6" 15'-11/2" I W3 � � W3 W8 W8 N I M I LAURIE M. FINANCE OFFICE (4) 13x6 M CONNIE H. 137 BREAK ROOM TERRI V. 1/2 5 JACKIE C. ° " 138 5 1/2" � 30'-6" � 30'-7 1/2" 51/2" ARCWT � CTUR � N r O I W3 N O _ o a 1 7 138A I P.O. Box 1240 Cedar Falls, IA 50613 IT Q 319.277.5636 319.277.5639 fax 136 8'-21/2" m 7'-2 1/2" 10'-31/4" 10'-7 3/4" 10'-31/4" 10'-5 1/2" 5'-8 1/4" www.leviarchitecture.com W 3 F1 367 � � ,n _ ERIC W. W3 W3 W3 W3 W3 W3 O cV 1n M 51/2" 12'-2" 31/2" 6'-1 1/4"" 3 1/2" 11'-11" 134 3 1/2" 11'-11" 133 132 11'-11"rg 31/2" v 6'-1 1/4" 31/2" 10'-2" v '[131/2" 10'-2" 31/2" 101-21 31/2" 101-2" 131/2" 10'-2" N 'U31/2" 10'-2" 5 1/2" © Copyright 2020 " ' Drawings&specifications, ideas, 1'-7" 11'-4" 3'-4" 3'-10" 16'-73/4" 3'-71/4" 8'-01/4"� 136 31/2" " DIR. OF CLINICAL INFO. CLINICAL n `v M � designs, &arrangements represented N w3 s COLLAB. COLLAB. MED. DIR(2) CLINICAL MGR. SPEC. SERV. MGR. STAFF EDU. EDU. MGR. are&shall remain the ro ert of w3 w3 CLINICAL SERV. p p Y W5 n 125C O 135 134 133 132 139 0 140 141 142 0 143 0 144 `° the architect&no part shall be ` NN copied or disclosed to others or JOHN Z. COMM. HEALTHCARE N STACY W. MICHELLE W. RIANN F. NATHAN S.— SARA D. DEB C. w5 OUTREACH LIASON GRAPH. DSN. SERVER � _ ERICA J. used in connection with any work or DIR. OF cl N F.E.C.,SEE project other than the specified 122 = 123 124 135 NOTE1 139 140 141 142 143 1aa project for which they have been MARKETING I CHRIS D. o KAREN S. STEPHANIE A. O M prepared without the written consent 121 2'-7 v2" 31/2" p b, 51/2"- 12'-0" 5'-3 1/4" 9'-10 1/2" 31/2" 9'-10 1/2" 3,1/2--U, 9'-10 1/2" 31/2"-U y._3^ 3 1/2" 6'-1 1/�' 55/Z2 1/2" 5 1/2" WOMEN'S 24'-0 1/2" 5 1/2" , 5'-10'130 5 1/2" 68'-10 1/4" iv 5 1/2" of the archtiect. Visual contact with M N these drawings&specifications shall JEN S. 31/2 122 0D Pn 131 OTHER' a constitute conclusive evidence of 122 123 124 _ 1 1 N 130 F.E.C.,SEE 1456 acceptance of these restrictions. v W6 m % NOTE M M OPEN OFFICE ELEC. ® ® ® F w6 M M 125 127 127 125A , = CLINICAL OPEN AREA M 2 r 145DEVELOP. DIR. `° "'120 MECH. 12s � A7.0 NCHRIS O. N 128 129 o20 , H `� I M 0 FOUNTAIN W/ MENS I N BOTTLE FILLER 128 O u N w6 STORAGE MARKET/ m 119 126 DEVELOP. _I 146 147 148 49 N w6 3 1/2" 3 1/2" 1 26 5 1/2" n 5 1/2" 5 1/2" 5 1/2" M 5 1/2" 12'-0" 6'-1" 25'-4 3/4" 5 1/2" 15'-10" 5 1/2" 6'-1 1/4" II 21'-11" 5 1/2" 13'-7 1/2" 5 1/2" '-1 1/4" 3 1/2" T-0" 5 1/2" 12'-0" 5 1/2" 5'_6" S_6" S_6^ 5•_6" 5 1/2" 8'-8 1/2" 5 1/2" 13 DEV.ASSO. BOARD ROOM ws 119 M `° QUIET QUIET QUIET QUIET M F.E.C., 113 N ° 146 147 148 149 M N SHANNON M. SEE NOTE ^ N N MECH. W7 N Lo 150 Al 1256 iv U2 5 1/2" 31/2' 31/2" 3 1/2"--, to W6 5 1/2" 12'-0" 6'-1" 3 1/2" 25'-4 3/4" 5 1/2" 4'-3" 3 1/2" 11'-3 1/2" 5 1/2" 6'-1 1/4", 2'_8„ 5 1/2" 32'-10 1/2" 5 1/2' 6'-1 1/4" 150 T-0" 5 1/2" ° 12'-0" 3 1/2" 10'-1" 3 1/2" 12'-1" ° 3 1/2" 9'-11" 51/2" N r 5'-41/2 4'-1" ih 3 1/2" zn 145A COUNSELING GRIEF COUNS. GRIEF COUN VOL. STOR. M ws COLLAB. 113 111A BOARD ROOM N O 155 156 u) T118 111 TV N TOILET M 152 153 154 iv iv N 118 N I 151 ° UTILN_ _ 0 W6 M N 11 B � 157 157 M 17 1646 MAIL AREA M o J.0 151 15 153 154 F.E.C.,SEE 156 \"' a ALLWAY CLOSET 112 NOTE 1 M w7 164 165 � N 1106 1116 163A Q- OPEN OFFICE 1636 4 112 163 o ws T N 31/2' <° 5' n 3 1/2" 31/2" v 3 1/2" 3 1/2" cO °' 3 1/2" ° 51/2" 12'-0" 5'-3 1/4" 12'-2" v 3 1/2" 12'-2" 3 1/2" 12'-2" 3 1/2" 5'-7" iv 1 1/4" 3 1/2" 23'-8 1/2" 3 1/2" 12'-4" 1 1/4" 2'-9 1/2" 8'-11 3/4" 3 1/2" 12'-0 3/4" 3 1/2" 10'-0 3/4" 3 1/2" 10'-0 3/4" 12'- 3/4" M 116 c� 11 11 m 109 W6 m CEO b a TABLE &CHAIRS MED. SUPP. 162 161 PRINTER 158 co 117 HR FINANCE DIR. QUALITY COOR. _ 11oA STORAGE o MICHAELA V. 116 115 114 N 110 109 KATIE U. KRIS G. BRENNA S. CASS 160 159 GRIEF a COUNSELINGCOUNSELOR(2) ON CASS CASE CASS TEAM GRIEF TEAM N W5 N N 162 MGR. (2) LEAD EAD 158 % SIORA6E M 161 160 N 159 LYNETTE J. N 106 1oa ALICIA S. ELIZABETH W. MIKAELA H. r4- W4W4108 MMECH. KELLY K. HEATHER P. 2'-63/4" v 71/2" 3'-71/4" 3'-11/4" 3'-4" T-3" 13'-41/2" 8'-11" 106 711 N N N VOL. MGR. o bo ADMIN. o 12'-11" 35'-51/4" 108 107 TRAINING/SIM 11 O1 PAULA S. J104 v W3 W3 W3 W3 W3 W3 W W3 SUSAN S.-ADMIN ASSIST. _ N = LINDA S.-INFO.SPEC. " 6'-71/4" 3'-71/4" v 12'-4" 3'-71/4" 17'-11/4" 3'-71/4" 9'-4" 1,-7„ 4'-113/4" co �EXIST.ACCORDIAN c') co N DOOR TO BE INSTALLED 57'-9 1/4" 4'-11 3/4" 5 1/2" °D 12'-0" 51/2" 6'-1 1/4" 3 1/2" 11'-8" M 2'-0" 3 1/2" 9'-9" 3 1/2" 12'-4" 31/2"- 6'-1 1/4" ol 1 RECEP. 105 BERDELL S. El M Nbo p � N N 51/2" 12'-0" 51/2"- w 6-11/4" -31/2" 12'-5" 31/2" 111-01. W31/2" 12'-4" 3 1/2"-U F-11/4" -51/2" 3 M 'r' II 2 A5.0 V STORAGE N ws Nw9 M w9 A5.0 167 �, 102 M 51/2.1-- 12'-0" 167 6'-1 1/4" 7'-9 1/4" 51/2 13'-10" 6'-5 3/4" 14'-2 1/4" 5 1/2" \51/2"7 0 31/2" F.E.C.,SEE cO Lo N NOTE 1 1016 (V N (V O 103 INTERV. WAITING VEST. �aeovl= N 103 102 101 101A Lo A5.1 >W W3 W3 in � •� (R Q �v i+m 3'-101/2" T-03/4" 3'-71/4" T-51/4" 9'-91/2" 9'-5" 7'-5" 14'-0" \ Q 3'-10 1/2" 18'-1 1/4" 9'-9 1/2" 30'-3 1/4" 3'-10 3/4" O 48'-4 1/4" 62'-7 1/4" 62'-9" O '0 a� FIRE EXTINGUISHER NOTES U 1— MAIN f BOOR PLAN 15 636 S F 1. FULLY-RECESSED VERTICAL DUO STAINLESS FIRE EXTINGUISHER CABINET W/TYPE A WHITE Cl­SCALE-:"1/8"= V-0" LETTERING. I 2. 1 1/2" SQUARE TRIM SEMI-RECESSED VERTICAL DUO STAINLESS STEEL FIRE EXTINGUISHER CABINET W/TYPE A WHITE LETTERING. A200 I IV Date: I June 19, 2020 I I Page 433 of 595 PERMIT SET 1W _ I I I T I I I I I I IV I ARCWT � CTUR � I e • ALL SOFFIT LIGHTS TO 137 138 BE EXTERIOR RATED P.O. Box 1240 Cedar Falls, IA 50613 CANS,TYP. • 319.277.5636 319.277.5639 fax ❑ X www.leviarchitecture.com @ Copyright 2020 Drawings&specifications, ideas, designs, &arrangements represented are&shall remain the property of +9'-0" o" GWB BULKHEA the architect&no part shall be ACT ACT @+T 2° copied or disclosed to others or used in connection with any work or 136 EXIT • project other than the specified project for which they have been prepared without the written consent GWB BULKHEAD TILE ADJUST, X O @+7'-2" TYP. W of the archtiect. Visual contact with these drawings&specifications shall +9'-0° 134 133 132 139 140 141 142 143 144 constitute conclusive evidence of ACT acceptance of these restrictions. e � � ° ° 135 I r I w w w 121 EXIT 122 123 124- +9'-0' +9,_0„ +9,_0„ ACT ACT AC +s'-0' +9'_0' +g'-0' +g'-0' 4-0' +g'-0' J ACT ACT ACT ACT ACT ACT • PROVIDE UNDER 131 E.L. 130 CABINET LIGHTING @ KITCHENETTE • • • • e 145 GWB BULKHEAD @+7'-2" GWB BULKHEAD @+7'-2" GWB BULKHEAD +9,_0„ +g,_0„ +9,_0„ t L +g'_0" +9,0„ @+7,_2„ ACT ACT ACT ACT ACT WALL WASH LIGHT, F ACT 12rJ 127 GWB TYP.SEE SHEET • w A2.0,DETAIL 1 +9'-0" 12 ACTI 13 r • w 128 129 ACT U 2 +9'-0" 126 113 • • • w AC +9'-0" GWB IU ACT E.L. GWB BULKHEAD (3 GWB BULKHEAD GWB BULKHEAD PENDANT 119 @+7'-2" @+7'-2" LIGHT,TYP. • 111 146 147 148 149 ACT E.L. 150 J I +8,_0„ +8,_0„ +8,_0„ +8,_0„ AC ACT ACT ACT ACT ❑ 153 154 155 156 Ll18 164 +s'-o° +s'-o° e AC ACT Ac El El 151 157 ACT 165 112 ACT GWBLl I 117 ❑ 171 CT ACT ACT ACT 11 ACT GWB e w r +s'-o" W 163 E.L. F � 4 ACT ACT w A5.0 +9'-0' 116 115 114 110 109 ACT 162 161 158 • ❑❑ ❑ ❑❑ 160 159 +9,_0„ ACT +9,_0„ +g_p +9'-0' GWB ACT EXIT ACT AC ACT 104 108 107 E.L. 106 "' Ll +9'-0" +g,_0„ +9,_0„ *-9' „_0 +9,_0„ ACT ACT ACT ACT ACT ALL SOFFIT LIGHTS TO ILU BE EXTERIOR RATED GWB BULKHEAD • ■ I CANS,TYP. @+7'-0" GWB 105 2 3 1 A5.0 A5.0 O A5.0 RCP FINISH & FIXTURE LEGEND Ll +g'-o" EXIT LED EMERGENCY EXIT LIGHT FIXTURE ACT � I 0' � W/BATTERY BACKUP LAMPS ACT ACT41 w` 102 LED EMERGENCY LIGHT FIXTURE W/ LED STRIP FIXTURE BATTERY BACKUP LAMPS • • Ji ACO EMERGENCY LIGHTS OUTSIDE OF = WHITE PREFIN.SHT. MTL. EXIT EXIT @+BO'-OLKHE1 EXIT EXIT DOOR ^, W ALL SOFFIT LIGHTS To LED CAN LIGHT 103 101 BE EXTERIOR RATED • • • 41 CANS,TYP. LED 2x2 LIGHT FIXTURE 6„ GWB BULKHEAD O @+10'-0" • • • F _T� I LED 1x4 LIGHT FIXTURE O +9'_p" +g'_0' +10'-0" +10'-0'° w • O 1 SURFACE MOUNTED LED STRIP FIXTURE AC ACT ACT ACT NICHIHA A5.1 GWB CEILING COVE LOT HTAIL • NICHINICHI" ❑ HA 1O ACT CEILING �' SCALE: 1" = T-0" I I *PROVIDE EMERGENCY LIGHTS AT ALL EXTERIOR WALK DOORS. I I I I V IV NRULETO CRING PLAN Date: SCALE: 1/8"= 11-0.1 June 19, 2020 I I Page 434 of 595 PERMIT SET 1W _ I I I T I I I I I � = MW ARCflITCIUR � I LID ° ° P.O. Box 1240 Cedar Falls, IA 50613 319.277.5636 319.277.5639 fax 3'-0" T-0" www.leviarchitecture.com OVERHANG OVERHANG Itg M CO © Copyright 2020 Drawings &specifications, ideas, N 10'-o" 36'-3" 16'-6" designs, &arrangements represented are&shall remain the property of o= the architect& no part shall be N PREFIN.SHT.MTL. W copied or disclosed to others or sEE NorE aP o used in connection with any work or project other than the specified 37'-0" 11'-4 1/4" project for which they have been prepared without the written consent o = I I I I I I I I I Nil I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I of the archtiect. Visual contact with Of these drawings &specifications shall M o' constitute conclusive evidence of acceptance of these restrictions. PREFIN.SHT.MTL. GUTTER,TYP. SEE NOTE 4 N2 BID - - - - - - - - - - - - - - - - J — 4/12 4/12 —3'-0" OVERHANG - -- -- -- --- DRAFTSTOP,TYP., DRAFTSTOP,TYP., U3 EE NOTE 3 SEE NOTE 3 I I I I I III I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 _L -_ - DRAFTSTOP,TYP., ------- --- -- -- ---- --- ----- --- - SEE NOTE 3 I I Ti7l��_ - - - - - - - - 13 N RIDGE VENT, TYP. - - - - - - - U2 - - - - - - - - - - - - 4/12 . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T-0" U OVERHANG RIDGE VENT, C) P 7 cli 4/12 I I Ik �t 4/12 PREFIN.SHT.MTL. GUTTER,TYP. SEE NOTE 4 N N 4 A5.0 c� DRAFTSTOP,TYP., SEE NOTE 3 M ; O I ° 4/12 4/12 OVERHANG N I I I MW 37'-0" 0 11'-4 1/4" Z = OVERHANG PREFIN.SHT.MTL. CANT AS REQ' ih W D, > SEE NOTE 4 AA GUTTER,TYP. 1 2x OR RIGID INSUL. O A5.0 17'-0" 30'-0" 10'-91/4" N CLEAR CLEAR 3 2 A5.0 OVERHANG ,-' IOAIR CONDENSING o W A5. 0 PREFIN.SHT.MTL. UNITS,TYP. J GUTTER,TYP. SEE NOTE 4 N ❑ _ XROOF NOTIS o < LU � Q 1. (4) DRAFTSTOPS SHALL BE PROVIDED SO ROOF L_ ° AREA DOES NOT EXCEED 3,000 SQUARE FEET. (� Ll Ll 1 O SEE FLOOR PLAN FOR LOCATIONS. (� 4/12 CANT AS REQ'D, _ O o (2x OR RIGID INSUL.) 1 A5.1 2. NET FREE VENTILATING AREA REQUIRED SHALL BE 1/300 OF VENTILATED AREA. PROVIDE VAPOR BARRIER ON WARM SIDE OF ATTIC. Q, M O o 0 o a SINGLE PLY FULLY 3. ROOF VENTS TO BE INSTALLED 3'-0"ABOVE ADHERED ROOF EAVE OR 9'-0" HORIZONTAL DISTANCE FROM ih W MEMBRANE OVER Q TAPERED INSUL. EAVE. I 4. 6" K-STYLE SEAMLESS GUTTER W/ 3"x4"JUMBO DOWNSPOUTS I V RON PLAN Date: IV I NSCALE: 1/8" = 1'-0" June 19, 2020 I I Page 435 of 595 _ PERMIT SET _ I I 4 1 A5.0 A5.0 RIDGE VENT,TYP. T I 12 — — — — 4� — TOP OF BLADE r ASPHALT SHINGLES,TYP. I TOP OF WALL 13'-0" TOP OF WALL 11 0" RCIIHITIIECT ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i0w . , '` RIIE DOWNSPOUT,FASCIA&VENTED W6 W6 W7 W6 W6 W6 W7 W6 W6 W6 W7 W6 W633 W3 CONC.FOOTING& FOUNDATION WALL,TYP. w 5 P.O. BOx 1240 Cedar Falls, IA 50613 319.277.5636 319.277.5639 fax MAIN FL OO� www.leviarchitecture.com I I STONE SILL,TYP. I I I 0'-0° COMPOSITE CASEMENT WINDOW, I COMPOSITE COMPOSITE BOARD& IV I SIDING SEE SEE SHEET A8.0 I STONE BATTON,TYP. T - --- - - - - - - - - T - - - - - - © Copyright 2020 � L � TOP OF FOUNDATION Mimi L------------------------------------- --------------------------------- ---- ------------- --------�---J SEE STRUCT. -------------------------------- -------------- Drawings&specifications, ideas, designs, &arrangements represented are&shall remain the property of NORM RIVATION the architect&no part shall o copied or disclosed to others or used in connection with any work or SCALE: 1/8"= 1'-0" project other ified project for which athey have been prepared without the written consent of the archtiect. Visual contact with 1 RIDGE VENT,TYP. these drawings&specifications shall A5.1 constitute conclusive evidence of 12 acceptance of these restrictions. 4r I TOP OF BLADE - -— 2 ASPHALT SHINGLES,TYP. llrl V NICHIHA ® a e TOP OF WALL 13'-0" DECORATIVE LIGHT FIXTURE,TYP. ❑ PREFIN.SHT.MTL.GUTTER, DOWNSPOUT,FASCIA&VENTED SOFFIT,TYP. i FOUNDATION FOOTING& FOUNDATION WALL,TYP. ALUM.ENTRANCE 1 4AfE 5 1636 1466 145C 1386 FRAMING,TYP. MAIN FLOOR U2 I CASEMENT W INDOW, ALUM.ENTRANCE I ALUM.ENTRANCE 0,-0 V SEE SEE SHEET A8.0 �I ALUM.ENTRANCE COMPOSITE FRAMING,TYP. I COMPOSITE BOARD& FRAMING,TYP. I (3 STRUCTURAL I FRAMING,TYP. SIDING STRUCTURAL BATTON,TYP. STRUCTURAL J STOOP,TYP. I STOOPI L_ ,TYP. STOOP,TYP. �_ TOP OF FOUNDATION L----- i L----------- ----- -------- -----------------------------L---------------------------------------------------------------------- -----------------------------� SEE STRUCT. I I I SOUM RUATION SCALE: 1/8" = 1'-0" I 2 3 A5.0 A5.0 RIDGE VENT,TYP. ASPHALT SHINGLES,TYP. TOP OF BLADE 21'-0" 12 12 4 _ _ __ 4 COMPOSITE BOARD& ����i4�i _ BATTON,TYP. B ® B a TOP OF WALL - - - - PREFIN.SHT.MTL.GUTTER, DOWNSPOUT,FASCIA&VENTED -------------- COMPOSITE ❑ TRIM,TYP. I W4 W4 W3 W3 W3 W3 W3 _ W3 W W3 W3 W3 W3 CONC.FOOTING& PREFIN.SHT.MTL. FOUNDATION WALL,TYP. WRAPPING,TYP. A Q 5 W1 - 5 MAIN FLO0.-0.,R U ALUM.STOREFRONT FRAMING CASEMENT WINDOW, COMPOSITE DECORATIVE LIGHT &THERMAL GLAZING,TYP. COMPOSITE FIXTURE,TYP. STONE SEE SEE SHEET A8.0 SIDING I I I I I I I I I I I I — �_ _ TOP OF FOUNDATION L SEE------------------------------------------------------------ - -----� SEE STRUCT. I O SWIST I SCALE: 1/8"= V-0" W O 3 2 L A5.0 A5.0 Cz 0 > RIDGE VENT,TYP.12 � O 4 �I ASPHALT SHINGLES,TYP. .� COMPOSITE BOARD& � � � /I 1 BATTON,TYP. W � J }W TOP OF WALL W O `(w �/ TOP OF WALL � — — — — — — — — — — — — — — — — — 1 ❑ PREFIN.SHT.MTL.GUTTER, DOWNSPOUT,FASCIA&VENTED SOFFIT,TYP. W W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 CONC.FOOTING& FOUNDATION WALL,TYP. flTW8 Wg �12,5C MAIN FL01-01,OR - • ALUM.STOREFRONT FRAMING COMPOSITE SIDING CASEMENT WINDOW, &THERMAL GLAZING,TYP. SEE SEE SHEET A8.0 } - ------- - ------ - - - - - --- - - --- - - --- - -� - - - -�- - TOP OF FOUNDATION Date: ----- ------------------------------------------- -- ----- ----------------- ---------- -------------------------------------------------------------------------------�---------------------------------------------------------------J SEE STRUCT. Ca e. I oil June 19, 2020 �AST RUATION I I SCALE: 1/8"= 1'-0" Page 436 of 595 _ PERMIT SET _ I I I I I T I I I I I I ARCWT � CTUR � 1 I I I P.O. Box 1240 Cedar Falls, IA 50613 319.277.5636 319.277.5639 fax ASPHALT SHINGLES www.leviarchitecture.com ROOF FELT/SELF ADHERING ROOF MEMBRANE 1/2"ROOF SHEATHING PRE-ENGINEERED WOOD ROOF TRUSSES R-49 BLOWN-IN ATTIC INSULATION © Copyright 2020 5/8"GWB Drawings &specifications, ideas, designs, &arrangements represented are&shall remain the property of 1 BATT INSULATION the architect& no part shall be 12 copied or disclosed to others or ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES INSULATION --_ 4F used in connection with any work or project other than the specified ROOF FELT/SELF ADHERING ROOF MEMBRANE ROOF FELT/SELF ADHERING ROOF MEMBRANE ROOF FELT/SELF ADHERING ROOF MEMBRANE VENT&DAM 1/2"ROOF SHEATHING 1/2"ROOF SHEATHING 1/2"ROOF SHEATHING project for which they have been PRE-ENGINEERED WOOD ROOF TRUSSES PRE-ENGINEERED WOOD ROOF TRUSSES PRE-ENGINEERED WOOD ROOF TRUSSES prepared without the written consent R-49 BLOWN-IN ATTIC INSULATION R-49 BLOWN-IN ATTIC INSULATION R-49 BLOWN-IN ATTIC INSULATION of the archtiect. Visual contact with 5/8"GWB 5/8"GWB 5/8"GWB 2x FASCIA BOARD these drawings &specifications shall constitute conclusive evidence of acceptance of these restrictions. 1 BATT INSULATION 12 12 BATT INSULATION BATT INSULATION 12 ,STOP OF WALL -- INSULATION \ 4F INSULATION 4F INSULATION 4F --- VENT&DAM VENT&DAM VENT&DAM 77 HURRICANE CLIP, 2x FASCIA BOARD 2x FASCIA BOARD ZT-0"O.H.TYP. SEE STRUCT. SEE ROOF PLAN DOUBLE TOP 44141 PREFIN.SHT.MTL. FASCIA, PLATE DRIP EDGE,GUTTER& u DOWNSPOUTS,TYP. ru TOP OF WALL v rh TOP OF WALL — — — 1OWALL 11' 0" 1 PREFIN.SHT. MTL. HURRICANE CLIP, --- HURRICANE CLIP, --- PERFORATED SOFFIT Off SEE STRUCT. SEE STRUCT. HURRICANE CLIP, o SEE STRUCT. EXT.RATED CAN PREFIN.SHT. MTL. FASCIA, DOUBLE TOP DOUBLE TOP LIGHT,SEE RCP C14 PREFIN.SHT.MTL. FASCIA, DRIP EDGE,GUTTER& 3'-0"O.H.TYP. PLATE iv 3'-0"O.H.TYP. PLATE PREFIN.SHT.MTL. FASCIA, 3'-0"O.H.TYP. DOUBLE TOP zo DRIP EDGE,GUTTER& DOWNSPOUTS,TYP. DOWNSPOUTS,TYP. DRIP EDGE,GUTTER& PLATE SEE ROOF PLAN 2x HEADER,SEE SEE ROOF PLAN 2x HEADER, DOWNSPOUTS,TYP. SEE ROOF PLAN STRUCT. L:�:: SEE STRUCTA . U 2 TOP OF OPENING TOP OF OPENING PREFIN.SHT. MTL. o (3 v 9 0" v 9'-0" PERFORATED SOFFIT z DRIP EDGE PER MFR. v C� ACOUSTICAL CEILING COMPOSITE TRIM ACOUSTICAL CEILING EXT.RATED CAN ACOUSTICAL CEILING ACOUSTICAL CEILING z REQUIREMENTS,TYP. PREFIN.SHT. MTL. TILE&GRID,SEE RCP TILE&GRID, SEE RCP LU TILE&GRID,SEE RCP PERFORATED SOFFIT TILE&GRID,SEE RCP LIGHT,SEE RCP PREFIN.SHT. MTL. O = WINDOW,SEE PRE-FIN.SHT. MTL. PERFORATED SOFFIT O EXT.RATED CAN o SHEET A8.0 GWB HEAD& FLASHING,TYP. LIGHT,SEE RCP JAMB RETURN GWB HEAD& EXT.RATED CAN N PRE-FIN.SHT. MTL. JAMB RETURN COMPOSITE TRIM LIGHT,SEE RCP FLASHING OVER 2x HEADER,SEE 2x HEADER,SEE STRUCT. STRUCT. o COMPOSITE STONE SOLID SURFACE SILL SILL,TYP. ,-� TOP OF OPENING n TOP N OF OPENING C7 WINDOW,SEE �00 7'-0' z OPENING SCHED. DRIP EDGE PER MFR. GWB HEAD & PRE-FIN.SHT. MTL. GWB HEAD & LU REQUIREMENTS.,TYP. JAMB RETURN FLASHING,TYP. JAMB RETURN O 1 � I z z N z z LU a- o O O io C=7 C=7 Z) WINDOW,SEE p COMPOSITE STONE OPENING SCHED. WINDOW,SEE 15#FELT N N OPENING SCHED. 7/16"EXT.SHEATHING o 0 2X6 WALL W/INSUL. 5/8"GWB PRE-FIN.SHT. MTL. v PREFIN.SHT. MTL. PRE-FIN.SHT. MTL. FLASHING OVER FLASHING,TYP. N FLASHING,TYP. COMPOSITE STONE SOLID SURFACE SILL,TYP. SOLID SURFACE \ SOLID SURFACE COMPOSITE SILL SILL COMPOSITE SILL TRIM,TYP. TRIM,TYP. I COMPOSITE SIDING COMPOSITE STONE COMPOSITE SIDING BUILDING WRAP 15#FELT BUILDING WRAP 7/16"EXT.SHEATHING 7/16"EXT.SHEATHING 7/16"EXT.SHEATHING 2X6 WALL W/INSUL. 2X6 WALL W/INSUL. 2X6 WALL W/INSUL. - N 5/8"GWB N 5/8"GWB N 5/8"GWB WALL ANCHOR, WALL ANCHOR, SEE WALL ANCHOR, SEE WALL ANCHOR, r , SEE STRUCT STRUCT STRUCT 7 SEE STRUCT V BASE,AS SCHED. PRE-FIN.SHT. MTL. BASE,AS SCHED. BASE,AS SCHED. BASE,AS SCHED. FLASHING,TYP DRIP EDGE PER MFR. FLOORING AS DRIP EDGE PER MFR. FLOORING AS FLOORING AS FLOORING AS PREFIN.SHT.MTL. REQUIREMENTS.,TYP. SCHED. SCHED. REQUIREMENTS.,TYP. SCHED. FLASHING,TYP. SCHED. . (n MAIN FLOOR 01 MAIN FLOOR MAIN FLOOR _ _ MAIN FLOOR O °° 1"RI ID IN L. 1"RIGID INSUL. 1"RIGID INSUL. 1"RIGID INSUL1 11 . G SU G G \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / 2 RIGID INSUL. / / / / / / / / / / / 4.. /\/\/\/\/\/\/\/\, 2 RIGID INSUL. \ \ \ \ \ \ \ \ \ \ \ ,\\,\\,\\,\\,\\,\\,\\,\\,X\// X\IK\11�1 RX, 2 RIGID INSUL. \ \ \ \ \ \ \ \ \ \ \ �\ �\ �\ �\ �\ �\ �\ �\ 2 RIGID INSUL. /\/\/\/\/\/\/\/\/\/\/ \ \ \/\/\/\/\/\/\/\/, j\\j\\j\\j\\/\\/\\/\\/\\/\\/\\j ; , \ \\ `4"CONRETE SLAB SEE STRUCT /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ a /\\ \\ "CONRETE SLAB SEE STRUCT /\//\//\//\//\//\//\//\//\//\//\ //\ \ \//\//\//\ \ \//\ \ \ \ \ ° ;a _ / / 4"CONRETE SLAB,SEE STRUCT / / / / / / / / / / / / / / / / / / / / / / / 4'CONRETE SLAB,SEE STRUCT \ \ \ \ \ \ \ \ \ \ ^, /\ \//\ \ \ \ \ \ \//' \ \ /\/\\ \\ \\ \\ \\ \\ \\ \\ \\ .° \\ `VAPOR RETARDER\ \\ \\ \ \\\\\\\j\\j\\j\\j\\j\\j\\j\ j\\ \ \/\/\, \ \//\//\//\ \ \ \ \ \/". _ \ \ APOR RETARDER%//\//\// W y\/ \ \\ \\/\\/\\/\\/\\/\\/ m \ VAPOR RETARDERS\i\\i\\i %// // // // // // // / / ,/i,/i,/, / / / / / / / / / VAPOR RETARDER,\///i\ \ /\/\/\/\/\/\/\ ° /\ _\\/\/\ \ \/\ \ \ \ \ \// \// /6"COMPACTED GRANULAR FILL /\\/\\ \ /\/\\/\\/\\/\\ /\\/\ 6"COMPACTED GRANULAR FILL \\/\\ \ /\/\\/\\/\\/\\/ a -"� \/\\ '6"COMPACTED GRANULAR FILL //\\//\// / \ \\/\\//\\//\\//\\/ _ \\//\ 6"COMPACTED GRANULAR FILL CONCRETE y\\/\\/\\/\\/\\/\ \ \\/\\/ - \/\\ / / / / / / CONCRETE ,//\//\//\//\// / \/\//\ /\//\ ,/ / / / / / / / CONCRETE /\//\//\//\// / \/\//\//\, //\//\ i i i i i i i i < CONCRETE \/\/\/\/\ _ - i \/\/\/\/\/\/\ \ \ a /\/\ /\/\/\/\/\/\/\/\, \/\/\/\/\/\ \ \/ \/\/ \/\/\/\/\/\/\/\ /\\/\\/\\/\\/\\/\\/\/ \ \\ \\/\\ /\\/\ FOOTING& /\/\/\/\/\/\/\/\ \ \/\/\/\/\/\/\/\/\/\/\ FOOTING& \ \\ \\ \\/'\X\\ \\ \\ \\ \ a" \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ FOOTING& \\j\\j\\j\\j\\j\\j\\j\\j\/ /\\j\\j\/\\j\\j\\j\\j\\j\\j\\j\, FOOTING& / / / / / / / / °:a / / \ \ \\/\\/\\/\\/\\/\\/\\/\/ - \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ / // // // / / / / / / / / 3 / / / / / / / / / / /\ / FOUNDATION,SEE / / / / / / / / / / / / / / / / / FOUNDATION,SEE \ /\/\/\/\/\/ \/\/\/\ FOUNDATION,SEE /\/\/\/\/\/\/\/\/\/ \/\/\/\/\/\/\/\/\/\/\/\ FOUNDATION,SEE /\\ \\ \\ \\ \\ \\ \\ \\ STRUCT. -III—\\/\\/\ \ \\ \\/\\/\\/ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\� STRUCT. —I' // / // // // ° . / // // // // // // // // // // STRUCT. _— / / / / / / • a a / / / / / / / / / / /� STRUCT. - /\/\/\\/\\/\\/\\/ III r\ \ \ \ \ \ a \ \ \ \ \ \ \ \ \ \ /\/i\/i\ \//\//\/\ \ / 4 - /\ \ \ \ moi=1 // -III-I I I I \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \. = ,,\/\/\/\/\/\/\ - \/\/\/\ Q \\ \\ \\ \\ \\ \\ \\ \\ \\- - - - - - �\/\/\/\/\/\/\ . /\i\i\i\i\i\i\i= _ _ -III-I // // — /\� � // / // // // // // // /� _ - - -III-III-Iii/ / / / / / / / / / / / / / i-III-III- _ -\ \ \ \ \ \ \ \ \ \ \ \ \ \, / / / / / / / / /�f - -III (� /\i\i\i\i\i\ /\i\i\i\i\i\i i -III- \/\/\/\/\/\/ ° III-III-I \\/\\/\\/\\/\\/\\/ . - \\/\\/\\/\\/\\/\\/\\/ -III-III /\\/\\/\\/\\/\\/ \\/\\/\\/\\/\\/\\/\�/_ _ - \\ \\ \\ \\ \\ \\ ° . •. \\ \\ \\ \\ \\ \\ \\ III \\/\\/\\/\\/\\/\ _ a /\\i\\i\\i\\/\\i\\i III III = / / / / / _ / / / / / / — _I I- \ III III-III- // // ° / A -+ 1=1 \/\\/\\/\\/\\/ \/\\/\\/\\/\\/\\/\=1 1=1 1=1 1= - - _ \\i\\i\\i\\i\\i a° a- \\i\\i\\i\\i\\i\\i- _ - - (U III III �i\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ -1 -I III-I r\ \\ \\ \\ \\ •" \\ \\ \\ \\ \\ \\ I-III-III-III /\/\/\/\/\ /\/\/\/\/\/\- =1 I- 1=1 -I /i /i /i /i ° _ / /i /i /i /i /i !� -I 1=1 1=1 - �\�\�\�\� - /\�\�\�\�\�- —111-111—- - - /i /i /i /i / /i /i /i /i /i ! - - - -III- -III-I/i /i /i /i /i . /i /i /i /i /i /i 11-111-11 -I = _III-III-I -// // // // // , // // // // // �-III- - _ \�\�\�\�\ °• _ /\�\�\�\�\�\_ III III III- _ - - - \\ \\ \\ \\ \ \\ \\ \\ \\ \\ - - - _ _III-III- _ r I-III-III-I I- /\/\/\/\/\�I -III-III-I I-/i /i /i /i / /i /i /i /i /i -III-III-I / // // // // // // // // // /i - - - \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ _ - - O Q� a° '1X <- _ _ - \/\/\/\/\ /\i\i\i\i\i� _ \\ \\ \\ \\ \ \\ \\ \\ \\ \\� -III-III-- III/\/\/\/\/_ • _ _ - \/\/\/\/\/\�I -III-I 1=1 I 1=1 I 1=1 I I_ I-III-III-III- \\ \\ \\ \\ \\ \\ \\ \\ \\ \\-III-III-III_ III III �\/\/\/\/\ /\/\/\/\/\/ III III III- - / / / / / / / / / , - - /\/ // // // a / // // // // // ° ` /i /i /i /i /i /i. _ _ _ -III III \/\\/\\/\\/\\ a." - /\\/\\/\\/\\/\\/\\ III III III -III-III-III-I \ \\ \\ \\ \\ \\ I_I _ - - - - \\\\\\\\ ° \\\\\\\\\\\\\\\\\ - - - - - - - i \i/\i/\i/\i/\i/= II-III=1 I- II-III-III-III-I� / / / / / / / / /�I-III-III-II' II / i,l III III II III III II / / / ° \/\/\/\/\/\, -i\//\ \//\// a \//\//\//\//\/ _ _ _ /\\ \/\\/\\ /\\/\\/\\/\\/\\; _ _ _ _ _ _ _ \\\ \\\\\\\ \\ \\ \\ \\ \\- _ _ - -IIII-III-I I I�/\�/\ \�\ _ ° - -° \�\�\�/\�/\��III-III-III- .III-III-III-III I/// // a // // /////////�I I I III-III -1 I I-III-III-III-!\\/\ \/\ - ••- P: _ /\/\/\\/\\/\\ii-III-III-III- }' — I 1=1 I 1=1 I 1=1 I 1=1 I�\/i - -< ' \�i\/i\/i I I I-I I 1=1 I I-1 i-III-III-III-III>/\\/• - /\\/\\/\\ I I I-III-III-I -III III III I I h\\\ - _ �\\\\\\\\�I I III III I I = _ _ _ �\�/ - \�/\�/\�� _ _ - III-III-III-III / a / / 1 I-III-III-III -III-III-III-r\ ° /\i\i -III-III-III. -III-III-III-I\i ° \i\i\r -III_ ;III III III It \\ \\ \\ \\ -III-111-I _ _ _ \�/\_° " - ° \�/\�/\ - _ -III-III-III-I ,\\ a •. \\\\\\�1-III-III-I I- =1 1=1 1=1 1= \/ - • \/\/� -I 1=1 1=1 =1 1=1 1=1 -I' III-III-III ° • \/\\/\ _ X/ - III -III- - - III-III -I III- /i/\ \ - _ III °/ \ \ 1 �I /i /i _ = _ _ 1�\\i\\i\\i\\i\\i\\i\\i\\i\\i`= _ = I-III-III-I %/iI-III-III- =_— - -I �i/\i/� % %� -I 11-11 I-' /i /i /i /i /i /i /i\�i III III III-1 I I-1 I I-1 I I-11�-1 I r l 11—I 1 1-i�I=1 I I-1 I I-1 I I- .III-III-III-III-III—I-I\i-I�1-I�I���-III-III-III- �I-III-III I -1 I I III III III III S I I �I (1 I III III III I 11= I =_ __ -I -1 I -I I-I I I- ' =1 1=1 1=1 =M=M=M 1=1 1=1 1=1 1=' =1 1=1 1-1 1-1 1-1 1-1 1=1 1=1 1=1 1=1 1=1 1 = 1-1 -1 -1 -1 -1 -1 11-1 11= =111=111- 11=111-- III=1 -1 I I-1 1=5 1 I I I-I 11-I I I-I I I-I I I-I I I-I 11-1 I I-III-I 1-' -1 -111-1 11=1 11=1 11=1 11-I 11=1 11=1 I-I I '1 111-111-111-111-111-111-1 I I-III-III-I 1= IIII-I _1 _ -III111 111 -III- -I 1111111111111111 I I 1111111 111- I -1 I I I I I-I I I-I 11 1 I I I-I 11-1 I i- ''=iII= _ - _ =III= '' 'll III-III�iIIIIIIIIIIi��IIII��III„ ,III I V I WALL SETION WALL SETION WALL SETION WALL SETION Date: 4 SCALE: 3/4”= 1'-0" 3 SCALE: 3/4"= V-0" Z SCALE: 3/4"= V-0" 1 SCALE: 3/4"= V-0" June 19, 2020 I I 1 Page 437 of 595 _ PERMIT SET _ 1 I I I I T I I I I I I IV I ARCWT � CTUR � 1 I I I P.O. Box 1240 Cedar Falls, IA 50613 319.277.5636 319.277.5639 fax www.leviarchitecture.com © Copyright 2020 Drawings&specifications, ideas, designs, &arrangements represented are&shall remain the property of the architect&no part shall be copied or disclosed to others or used in connection with any work or project other than the specified project for which they have been prepared without the written consent of the archtiect. Visual contact with these drawings&specifications shall constitute conclusive evidence of acceptance of these restrictions. I 2 G J EXTEND ROOF MEMBRANE BEYOND PREFIN. SHT. MTL. u COPING BEYOND TOP OF" 2all 2 VT777 2x BLOCKING MIN,6"RIGID INSUL, 1 1/2"RIGID C I WRAPPED IN PREFIN. OVER OCCUPIED INSUL.OVER TG. PREFIN.SHT. MTL. SHT. MTL. FLASHING SPACE ROOF MEMBRANE EXT.GYP.SHTG. OVER FIRE-TREATED AIR CONDENSING 3"MIN. RIGID INSUL. 2x BLOCKING,TYP. UNITS BEYOND,TYP. ROOF SHEATHING 1 1/2"RIGID ROOF JOIST SYSTEM U2 1 EXTEND ROOF INSUL. OVER 5/8" MEMBRANE EXT. GYP.SHTG. OVER TOP OF (3 BLADE EXTEND ROOF MEMBRANE U OVER TOP OF WALL CANT AS r REQ'D,TYP. IT I I I I I TOP OF LVL 13'-71 GIRDER TRUSS, SEE STRUCT. M1 I I LVL,SEE STRUCT. I I r TOP OF OPENING I EXT. RATED CAN 1 01-01, LIGHT,TYP.SEE RCP. PREFIN.SHT.MTL. PERFORATED SOFFIT, SEE RCP COMPOSITE STONE ^, I W 1 U � NICHIHA PANELS i V/ I O RECEPTION i O DESK BEYOND A- 0 \ ALUM.DOOR& ENTRANCE U FRAMING,TYP. W � THRESHOLD SET IN \ 1 ` SEALANT OVER 1" ALUM. DOOR& -RIGID INSUL. ENTRANCE CONC.STOOP, 4"CONCRETE SLAB FRAMING,TYP. SEE STRUCT. FOR SIDEWALK,SEE CIVIL Q VAPOR RETARDER REINFORCING 6"COMPACTED GRANULAR FILL > LOOSE SAND FILL 1/2"EXPANSION .- FILLER&SEALANT rt MAIN FLOOR L ^v Q M 0'-0" O LJJ e � ° • • • • ,°• "• °`•�• • • •� • ' • '•� • • • - • •• a"� •� ,' ••� • � • • '• •• ' : • ': •�' "tea•� "f• \` \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \` \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ L co/ =W=1 11111=111=111=111= 11 II / \//,, /\/\/\/��I I—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III—III— i \// //\//\//\\�<\\�<\\�<\\�<\\�<\\�<\\�/\// _ _ _ _ _ _ _ _ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 711 III III III III II 1111111 III III III III III III III III III III III C� \ \ \ \ \ \ \ \ \ \ \ \//\//\2„RIGID INSULATION\ // //\ =1 IIIIII 11III 11III11III11III11III(IIII11III11 III11 III ���I�I,I/�I\I//I \/�/��\///�/\///�/\//\/�/\// /'/ /�/\///�/\///�/\///�/ ,•a- d \///�/\///�/\//%,_III III III III III III III III III III I//// /'R10) - - - - - - - - - - --1 =M=111=111=111 1(I-III-III-III-III-III - I-1I - I - - I-1I1=1II-1II- -1 - I III III III III III III III III 1 -III III =III 1 I 1 U 1 III III 11 11-111 1 III 1 I III III III III III III_ III III III III \ — III—III—I 1=1 1=1 1=1 1=1 —I 1=1 —I 1=1 1=1 1=1 I—III—III—III—I 1=1 1=1 1=1 1=1 1=1 —I 1=1 ���</i /i\/i\/i\/i\/i\/i\/i\ ° /i\/i\/�I 1=1 1=1 1=1 1=1 —I 1-1 —III \i\\i\\i\\i\\i\\i\\i\\idea a \\i\\i\ — =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I�/\/\/\/\/\/\ I- I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I I I—I \\ \\ \\ =1 11—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11—I 11—I 11—I 11—I 11=1 11=1 11=1 11=1 11=1 /i\/i\/iI - 1— _IIII_IIII-IIII-IIII_IIII-IIIII- -I I_IIII _IIII 1I-I 1 �- _1I-1 �- _IIII_IIII-IIII-III_I�!i\\//\jj \\ \ __ -- \ \\ -III-I -_ - - - - - - - - TOP OF FOUNDATION 1 -I Illi I1�1�f1 STI SII I>ll I>�l�fl STI 4'-0„ III III _III III III III III III / III III III III III i �I I 1=1 11=I 11= \ d . —111111111111,I,III,I,III,I,III,I,III,I,III.I11111111I11111IIIIIIII„ III V 1 Date: 1 I PARTIAL BUILDING SETION June 19, 2020 I I 1 SCALE: 1/2”= V-0" I Page 438 of 595 _ PERMIT SET _ I I I 11viI T I I I I I I ARCWT � CTUR � I I I P.O. Box 1240 Cedar Falls, IA 50613 319.277.5636 319.277.5639 fax r I www.leviarchitecture.com MIRROR,TYP. © Copyright 2020 Drawings&specifications, ideas, DROP-IN S.S. GRAB BARS,TYP. 6'-10 3/4" designs, &arrangements represented LAVATORY CLEAR ° are&shall remain the property of o the architect&no part shall be ° copied or disclosed to others or 21"DEEP SOLID 3'-o° 6° 6" 3'-o" used in connection with any work or SURFACE COUNTER W/ lo 11 1 1/2"EDGE PROFILE o VERTICAL BABY � project other than the specified CHANGING STATION ` project for which they have been prepared without the written consent 2 i �� of the archtiect. Visual contact with WALL-MOUNT SINK - --C u�--- - -------- these drawings&specifications shall NA7.0 5 constitute conclusive evidence of acceptance of these restrictions. TANKLESS-TYPE j TOILET IV TOILET 151 2% CO in °° o < < O O �� i' O co co co o J � E2 m (0 Z \ CHI I h I 4�1CO M M co — L Ll I M CO a, J1, .11�-11, F__ 11, 23 1'-63/4" 2'-41/4" 1'-71/4" 1'-4" 1'-4" 1'-41/2" 1'-41/2" T-81/2" 1'-6" 1'-6" 4'-43/4" 1'-6" X 13 i i q q q q i i 16'-1 3/4" 5'-0"MIN.CLEAR T-1"MIN.CLEAR Ir I U 2 AWS TROOM 128 IUVATION TOILIT ROOM 151 RUATION fNLARG@ TOUT ROOM 151 (3 4 SCALE: 1/2" = 1'-0" 5 SCALE: 1/2" = 1'-0" g SCALE: 1/2"= 1'-0" _ I I I I I MIRROR,TYP. � I DROP-IN RECESSED PAPER TOWEL DISPENSER& LAVATORY WASTE RECEPTACLE ` 6" 3'-0" WOMEN'S M S.S.GRAB 21"DEEP SOLID 131 BAR,TYP. SURFACE COUNTER W/ ' U 1 1/2"EDGE PROFILE I 1 I m I 3 I i ' I I I iv � � I 30"x48" M A7.0 0 0 0 0 0 ------------ TANKLESS-TYPE 60"PS 11 TOILET,TYP. 2'LLI -8" 2'-8' 2'-8' icy 00 `�______-� I 1" 1" 1" 1" 1" O CLEAR o Q CLEAR CLEAR CLEAR M Z Z W co LO - T-8"COUNTER _ I I I \ 1'-6" 3'-81/2" 1'-4 1 1 1 1 1/2" '-41/2" 1'-41/2" 1'-41/2" 1'-41/2" 1'-41/2" '-41/2" '-41/2" '-63/4" 2'-4" 2'-4" V-6" L_ ______ _� ° ° ° ° ° ° ° ° ° ° ♦ , q S 4i 4i 4i FOUNTAIN o 0 0 0 0 0 0 0 0 0 0 ■ 23'-11 1/4" FOUNTAIN 0 I BOTTLE FILLER i � }+ Cn Co WOMEN'S TOILET ROOM 131 RUATION � � � � � 00 > L L-----3 ------ o SCALE: 1/2"= 1'-0" CV W I \` 60"0 5'-5"COUNTER I 0 ----- 7 ill 2'-7" 1" 2'-8" --ill 5'-2" ---I, MIRROR \ ICLEAR CLEAR CLEAR � 0 DROP-IN LAVATORY 30"x48" o w MECH. > E 30"x48" 4 L----------- J 60 A7.0 S M. 129 0 L-------- N_ —J /R e� 3'-6" N 11-01, S.S. GRAB BAR,TYP. L \Vl 0 0 21"DEEP SOLID MENS 1 A7.0 � � 0 SURFACE COUNTER W/ i 128 SIM. � 0 L_ �--+ 1 1/2"EDGE PROFILE 0 � � ^^,, A-0 co _ z RECESSED PAPER 60"0 ' ' I ~ TOWEL DISPENSER& w _ N N WASTE RECEPTACLE MAX. MIN. — TANKLESS-TYPE TOILET V-5"MIN. ADA REQUIRED �_9., CLEARANCE V Date: TYP. ADA LAVATORY RRATION TYP. ADA TOILET RRATION fNLARG@ f LOOR PLAN 1 SCALE: 1/2" = 1'-0" 2 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0' June 19 2020 I I I Page 439 of 595 PERMIT SET 1W _ I 6'-6" 2'-0 1/2" 2" EQ. 2" EQ. 2" 2'-0 1/2" R.O. 2'-8 1/2" R.O. R.O. � - N T N N _ 4'-0" CM2020 iv CMT202 iv CMT2820I le O � CV N o CM2020 - o C' 0 0 0 O) O) N O N O D) _ CM2020 o to r- I (D fD N ARCWT � CTUR � M I N N AS SCHED. AS SCHED. AS SCHED. AS SCHED. AS SCHED. 2'-0" 6"6" 6" 6" P.O. Box 1240 Cedar Falls, IA 50613 5 6 7 8 9 in io 319.277.5636 319.277.5639 fax ANDERSEN COMMERCIAL E-SERIES ANDERSEN COMMERCIAL E-SERIES ANDERSEN COMMERCIAL E-SERIES ALUM.WINDOW FRAMING 1/4"TEMPERED GLAZING IN FINISHED www.leviarchitecture.com DARK BRONZE FINISH DARK BRONZE FINISH DARK BRONZE FINISH DARK BRONZE FINISH 1x FRAMING N - - 6 0 0 0 Ci _ __ __ © Copyright 2020 U) U) U) C/) Drawings&specifications, ideas, 9'-4 3/8" 9'-11 3/4" cn cnU) C to ¢ ¢ ¢ ¢ ¢ designs, &arrangements represented are&shall remain the property of 2" EQ. ,z" EQ. e- All2° 2" EQ. z° EQ. 2° 0 the architect&no part shall be N N 3'-0 1/2"R.O. 0 copied or disclosed to others or used in connection with any work or 0? 0? project other than the specified 3'-0 1/2"R.O. N N 1 2 3 4 5 project for which they have been cMT3o2o prepared without the written consent N % o ALUM. DOOR W/GLASS INSERT, INSUL. GALV. HOLLOW METAL DOOR, PAINT INTERIOR SOLID CORE WOOD DOOR INTERIOR SOLID CORE WOOD DOOR INTERIOR SOLID CORE WOOD DOOR of the archtiect. Visual contact with N ON MEDIUM STILE W/GLASS INSERT W/GLASS INSERT, MEDIUM STILE these drawings&specifications shall Q constitute conclusive evidence of N o acceptance of these restrictions. DOOR TYM V, - CMT 3040 CMT3040 SCALE: 1/4" - V-0" 2 N N G J N N N Q (V DOOR SCHEDULE V DOOR & FRAME LOCKSET TYPE MISCELLANEOUS HARDWARE 2 1 2 3 4 ALUM.WINDOW FRAMING ALUM.WINDOW FRAMING ANDERSEN COMMERCIAL E-SERIES ANDERSEN COMMERCIAL E-SERIES y (� N � DARK BRONZE FINISH DARK BRONZE FINISH DARK BRONZE FINISH DARK BRONZE FINISH W W 1 N Y cn rr X LU LU U) w O ~ v O 0 _Y y � Y N w O � Z w 1._ a Q w� NDow TYM =_ = W 0 0 Lu 0 _ � Q O in U 2 o O a a O a w O COwO J o cn w - _ C7 } J z O 2 t— m W W W W = (3 SCALE: 1/4" - 1'-0" W Q V W W z �n � U) N d = W W = U U) X O O O N Q 2 W v a � v > _ U) U) U) W z a w > O Z H Q Q W O -1 cn > O O W W Y O Number O O O Q W U- r - Q z -i a � v Q 5 -1 J � > V O = NOTES - - 0 0 0 U a a O 0 a W 0 * W a w 5 0 O in 1 0 rr 101A 3'-0" T-0" A CONT. 9'-6" 5'-4 3/4" 101B T-0" T-0" B CONT. , 2" EQ. 2" EQ. 2" AS SCHED. 2" 2" AS SCHED.2"1'-10 3/4"2" .40 103 3'-0" T-0" L 11/2 N N N N 104 3'-0" T-0" L 11/2 / 106 3'-0" T-0" L 1112 108 3'-0" T-0" L , 11/2 \`\ 109 3'-0" T-0" L 11/2 110A T-0" T-0" L , 11/2 N N 110B 3u0"PAIR T-0" L 3 / r` zo / co I- � `\ in U) U) 111A T-0"PAIR T-0" L , 3 ' ¢ ¢ \\ ¢ ¢ 111B 3'-0" T-0" L 11/2 112 3'-0" T-0" L 11/2 \\\ 113 3'-0" T-0" L 11/2 N ' N 114 3'-0" T-0" L 11/2 115 3'-0" T-0" L11/2 J K L 116 3'-0" T-0" L 11/2 117 3'-0" T-0" L , 11/2 ALUM. ENTRANCE FRAMING ALUM. ENTRANCE FRAMING ALUM. ENTRANCE FRAMING H.M. FRAME, PAINT 118 3'-0" T-0" L 11/2 CLEAR ANODIZED FINISH CLEAR ANODIZED FINISH DARK BRONZE FINISH 119 3'-0" T-0" L , 11/2 15'-9" 120 3'-0" T-0" L 11/2 121 3'-0" 7'-0" L , 1112 2" EQ. 2" EQ. 2" EQ. 2" AS SCHED. 2" 122 3'-0" T-0" L 11/2 ii iv 10'-11" 6'-6" 123 3'-0" T-0" L 11/2 124 3'-0" T-0" L 11/2 co 2" AS SCHED. 2" EQ. 2" EQ. 2" 2" T-0" 2' AS SCHED. 2" 125A 3'-0" T-0" L 11/2 n, N N N 125B 3'-0" T-0" L , 11/2 W \\ N N 125C 3'-0" T-0" K CONT. U vv ,' 126 3'-0" T-0" L 11/2 127 T 0"PAIR T-0" 3 00 \\ d o /' 0 128 3'-0" T-0" L 1 1/2 , I — \` N N / 129 3'-0" T-0" L 11/2 V, `\ II U) 130 3'-0" T-0" L , 11/2 ' ¢ ¢ /' ¢ 131 T-0" T-0" L 11/2 O 132 3'-0" T-0" L 11/2 ,' 133 3'-0" T-0" G11/2 4 \ N N 134 3'-0" T-0" G 11/2 135 3'-0" 7'-0" L 1112 F G H 136 3'-0" T-0" L 11/2 (1) = 137 3'-0" T-0" L , 11/2 ALUM. ENTRANCE FRAMING ALUM. ENTRANCE FRAMING ALUM.ENTRANCE FRAMING 138A 3'-0" T-0" H 11/2 DARK BRONZE FINISH CLEAR ANODIZED FINISH CLEAR ANODIZED FINISH 138B T-0" T-0" E , CONT. , Cz 0 9'-9" 6'-53/4" 139 3'-0" T-0" L 11/2 2" AS SCHED. 2"2'-6 3/4" 2" 2" AS SCHED. 2" EQ. 2" EQ. 2" 5" �^ 5'-8 1/4" 140 3'-0" 7'-0" I SIM. , 1 1/2 > Q V 141 3'-0" T-0" 1 11/2 VJ CV N N iv 2" AS SCHED.2" 2'-2 1/4" 2" 2" AS SCHED. 2' 142 3'-0" T-0" I SIM. 11/2 /''� Q 6'-o" N N N 143 3'-0" T-0" 1 1 1/2 L.L O °° 00 0° °° 2" 2'-6" 2" AS SCHED. 2" co 144 3'-0" T-0" 1 SIM. 11/2 L N N N N co co 145A T-0" T-0" L , 11/2 CIn 7IA, , � � N N N N N 145B 3'-0" T-0" F CONT. ^♦ a--+ Q / / \ N // CV N \\ W 145C T-0" T-0" D CONT. ' \ 146 3'-0" T-0" J 11/2 / - v 147 3'-0" T-0" JSIM. 11/2 Qw / 0 w // 0 0 \\\ w N o) w / 0 b) w \\ 148 3 -0" 7 -0" J 11/2 _ CD X: U) \ � Cf) r-- C 149 3'-0" 7'-0" JSIM. 11/2 - - co \ Cn \\ /' Cn Cn `\ 0) /' 150 3'-0" T-0" L 11/2 ¢ ` 151 3'-0" T-0" L 1112 152 T-0" 7'-0" L 11/2 \\ CV 153 3'-0" 7'-0'i1 L 1 11/2 154 3 0' 7 0 L 11/2 A B C D E 156 3'-0" T-0" L 11/2 A8410 I 157 3'-0" T-0" L , 11/2 - - ALUM. ENTRANCE FRAMING ALUM. ENTRANCE FRAMING ALUM. ENTRANCE FRAMING ALUM. ENTRANCE FRAMING ALUM. ENTRANCE FRAMING 158 3'-0" 7'-0" L 11/2 CLEAR ANODIZED FINISH DARK BRONZE FINISH DARK BRONZE FINISH DARK BRONZE FINISH 159 T-0" T-0" L , 11/2 160 3'-0" T-0" L 11/2 Date. 161 3'-0" T-0" L 11/2 f RAA� TYKS 162 3'-0" T-0" L 11/2 June 19, 2929 163A 3 0 7 0 L 11/2 SCALE: 1/4"= V-0" 163B T-0" T-0" C , CONT. 164A 3'-0" T-0" K CONT. Page 440 of 595 167 3'-0" T-0" L 11/2 PERMIT SET - - I SHEET NUMBER: C0.1 CEDAR VALLEY HOSPICE WATERLOO BLACK HAWK COUNTY Sheet List Table Sheet Number Sheet Title Co.1 TITLE C0.2 LEGEND SITE DEVELOPMENT C0.3 SITE DEVELOPMENT PLAN ST TP C0.4 ESTIMATED QUANTITIES AND GENERAL NOTES 16W C1 .1 UTILITY AND GRADING PLAN FOR C2.1 PAVING PLAN (SOUTH) C2.2 PAVING PLAN (NORTH) C3.1 SWPPP — INITIAL DISTURBANCE C3.2 SWPPP — CONSTRUCTION PHASE C3.3 SWPPP — FINAL STABILIZATION C4.1 LANDSCAPING PLAN CEDAR VALLEY HOSPICE THIS PROJECT IS COVERED BY IOWA DNR NPDES GENERAL PERMIT NO. 2. THE CONTRACTOR SHALL CARRY OUT THE TERMS AND CONDITIONS OF GENERAL PERMIT NO. 2. AND THE STORM WATER POLLUTION PREVENTION PLAN WHICH IS A PART WATERLOO IOWA OF THESE CONTRACT DOCUMENTS. ' THE 2020 VERSION OF THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, ALSO KNOWN AS SUDAS (2020), PLUS FEHR GRAHAM SUPPLEMENTAL SPECIFICATIONS AND 20 - 264 SPECIAL PROVISIONS SHALL APPLY TO CONSTRUCTION WORK ON THIS PROJECT. BLACK HAWK COUNTY DEVELOPMENT PARTNERS 6/ 19/2020 z z Z Z_ DR � 3 } � z rMP C N s�P nw z HOME Q a o o V Z � m a N = N m O EXCELSIOR LN d EXCELSIOR LN W SAN MARNAN DR JOHNATHAN ST CARDINALV1 ex, W SAN MARNAN DR _� o SER p O� R P DR �' N "(O 10WA7w TOWER PARK DR ARCflITCTUR � CONSTRUCTION g DR FSti� z � F\1ZwPY DR m FISHER DR PROJECT z ONE CALL LOCATION WINN - 20 z� 1 -800-292-8989 www.iowaonecall.com KnowCdllbAellefons you OWNER/DEV CEDAR VALLEY HOSPICE N 0 ADDRESS 6919 CHANCELLOR DRIVE z CEDAR FALLS, IA 50613 DR Q 9 P# 319.272.2002 Z 8 = S N.T.S. O m GENERAL CONTRACTOR CARDINAL CONSTRUCTION ADDRESS 1246 MARTIN ROAD WATERLOO, IA 50701 LOCATION MAP hereby certify that this engineering document was prepared by me P# 319.232.5400 & Cq or under my direct personal supervision and that I am a duly ���•. • • . �� licensed Professional Engineer under the laws of the State of Iowa. DESIGN MANAGER ALEX J. BOWER �_•• NATHAN •••N� . < ABOWER®FEHR—GRAHAM.COM Gli : P. KASS • m DESIGN PROFESSIONAL NATHAN P. KASS, P.E., P.L.S. `�'• 18659 .• p FE R R* ,wrw o- •. .• a Nathan P. Kass, P.E. & P.L.S. Date FIRM FEHR GRAHAM •' 659 ENGINEERING & ENVIRONMENTAL License Number al date ADDRESS 200 5TH AVENUE SE, SUITE 100 /OW P* My license renewal date is December 31 , 2021 . CEDAR RAPIDS, IA 52401 Pages or sheets covered by this seal: All P# 319.294.6909 ILLINOIS IOWA WISCONSIN ORIGINAL SET FOR PROJECT: 20-264 DATE CREATED: 6/19/2020 REVISIONS REV. N0. DESCRIPTION DATE CEDAR RAPIDS, IOWA 200 5TH AVENUE, SUITE 100 CEDAR RAPIDS, IA 52401 P# (319) 294-6909 G:\C3D\20\20-264\20-264 Design.dwg, C0.1 PLOT DATE: 6/19/20 © 2020 FEHR GRAHAM Page 441 of 595 ABBREVIATIONS SYMBOLS < ANGLE ABC AGGREGATE BASE COURSE PE POINT OFENE INTERSPE ECTION EXISTING CIVIL PROPOSED EXISTING WATER PROPOSED EXISTING UTILITY PROPOSED AC ACRE(S) PL PLATE ACI AMERICAN CONCRETE INSTITUTE PLG PLUG VALVE EXISTING R.O.W. PROPOSED R.O.W. wsv wsv WATER SERVICE wsv wsv FO FO FIBER OPTIC LINE FO FO AGR AGGREGATE PLP POLYPROPYLENE PIPE - - RIGHT-OF-WAY LINE - - AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION PLYWD PLYWOOD w W WATER PIPE _w_w_ TV TV UNDERGROUND TV CABLE TV TV ALT ALTERNATE PM PRINCIPAL MERIDIAN PROPERTY LINE ARCH ARCHITECT PR PRESSURE REGULATORS © CABLE TV RISER PEDESTAL ASPH ASPHALT PRC POINT OF REVERSE CURVATURE CENTERLINE - FIRE HYDRANT t 92 ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS PRESS PRESSURE B BALL VALVE PR, PROP PROPOSED 'S YARD HYDRANT 1119 OU OVERHEAD UTILITY OU BFP BACKFLOW PREVENTER PRV PRESSURE REDUCING VALVE SETBACK LINE BIT BITUMINOUS PSF POUNDS PER SQUARE FOOT g WATER VALVE WITH BOX Z UE UE UNDERGROUND ELECTRIC UE UE BLDG BUILDING PSI POUNDS PER SQUARE INCH EASEMENT LINE - - BILK BLOCKING PSL PIPE SLEEVE ® CURB BOX 9 E ELECTRIC RISER PEDESTAL m BM BENCHMARK PT POINT OF TANGENCY - - - SECTION LINE CURB STOP W/ BOT BOTTOM PLG PLUG VALVE BSMT BASEMENT PVC POLYVINYL CHLORIDE (PLASTIC) PIPE a REDUCER � O ELECTRIC MANHOLE EO BV BUTTERFLY VALVE R RADIUS 5 4 SECTION CORNER B-B BACK-TO-BACK OF CURB DIMENSION RDCR REDUCER a s OW WATER VALVE VAULT WO _T—T UNDERGROUND TELEPHONE _T—T CL or CENTERLINE RCCP REINFORCED CONCRETE CYLINDER PIPE C TO C CENTER TO CENTER RCP REINFORCED CONCRETE PIPE N IUUU.UU COORDINATE POINT ON GRID SYSTEM 11 .25° BEND H ❑T TELEPHONE RISER PEDESTAL C & G CURB AND GUTTER RD ROOF DRAIN E 1000.00 m CF CUBIC FEET REINF REINFORCING • FND FOUND OR SET PROPERTY PIN o SET CHID CHORD LENGTH REQD REQUIRED 22.50° BEND OT TELEPHONE MANHOLE QT CI CAST IRON PIPE ROW RIGHT OF WAY CHK CHECK VALVE RFTR RAFTER ❑X RIGHT-OF-WAY MARKER ® 45° BEND UTILITY POLE CLR CLEAR RIND ROUND CMP CORRUGATED METAL PIPE RR RAILROAD + BENCHMARK 90° BEND UTILITY POLE W METER CMU CONCRETE MASONRY UNIT RRSP RAILROAD SPIKE / CTY COUNTY RT RIGHT - - 600 CONTOUR LINE - - - 600 , _ _ CONC CONCRETE R&R REMOVE AND REPLACE — TEE I=I UTILITY POLE W/ TRANSFORMER CONT CONTINUOUS S SOUTH C-B CENTERLINE TO BACK OF CURB DIMENSION SB STREAM BED FO-00.0-OF-G-10 SPOT ELEVATION (ATO) 000.00 FG CAP ] UTILITY POLE W/ LIGHT COORD COORDINATE SCHED SCHEDULE CU COPPER PIPING SEC SECTION x x FENCE LINE X X M WATER METER M � - UTILITY POLE WITH GUY WIRE AND ANCHOR -- CTRS CENTERS SF SQUARE FEET O { CY CUBIC YARDS SHR SHOWER SILT FENCE LINE CS CORPORATION STOP SHT SHEET SPRINKLER HEAD ��� LIGHT (MAST MOUNTED) �■� D DEGREE OF CURVE SHTG SHEATHING DEP DEPRESSED SP SANITARY PIPE CURB AND GUTTER 0 TRACER WIRE BOX D DET DETAIL SPA SPACING OR SPACES LIGHT POLE (SINGLE FIXTURE) DIAG DIAGONAL SPEC SPECIFICATION TIP OUT CURB AND GUTTER DIM DIMENSION SQ SQUARE YARD LIGHT x DI DUCTILE IRON PIPE SS SANITARY SERVICE SAWCUT, LIMITS OF PAVEMENT REMOVAL DN DOWN STA STATION & REPLACEMENT EXISTING STORM SEWER PROPOSED _G-G GAS MAIN —G—G DNSTR DOWNSTREAM STD STANDARD DP DRAINAGE PIPE/STORM PIPE STL STEEL X" DECIDUOUS TREE W/ SIZE X" STORM SEWER ST�ST� OM GAS METER OM DWG DRAWING STRUCT STRUCTURAL E EAST SW SIDEWALK X" CONIFEROUS TREE W/ SIZE X„ EJ EXPANSION JOINT SY SQUARE YARDS DRAIN TILE DT>—DT>— D4 GAS VALVE N EL, ELEV ELEVATION SYM SYMMETRICALx TREE STUMP EP EDGE OF PAVEMENT TAN TANGENT LENGTH DITCH LINE (PAVED) © GAS STRUCTURE EQUIP EQUIPMENT TBC TOP BACK OF CURB EQUIV EQUIVALENT TBM TEMPORARY BENCH MARK; BASED ON BENCHMARK DATUM HEDGEROW - - DITCH LINE (UNPAVED) EW EACH WAY TD TILE DRAIN EXP EXPANSION THK THICK BUSH OR SHRUB EX, EXIST EXISTING TR TREAD OD STORM MANHOLE O EXISTING TRAFFIC RELATED PROPOSED EXT EXTERIOR TY TYPE E = EXTERNAL DISTANCE TYP TYPICAL TREE LINE ® CATCH BASIN --- CONTROLLER FD FLOOR DRAIN U.O.N. UNLESS OTHERWISE NOTED x H FDN FOUNDATION UP UTILITY POLE - - - -cL - - - - CONSTRUCTION LIMIT LINE ----C�- ® STORM SEWER INLET Em FE FIELD ENTRANCE UPSTR UPSTREAM 0===— MAST ARM ASSEMBLY AND POLE FF FINISH FLOOR UR URINAL FIL FILLET USGS US GEOLOGICAL SURVEY - SIGN (MULTIPLE POST, SINGLE POST) a STORM SEWER INLET - BEHIND CURB O SIGNAL HEAD AND POST H FIN FINISH VC VERTICAL CURVE SIGN (PYLON) ® DOWNSPOUT FL FLOW LINE VCP VITRIFIED CLAY PIPE SIGNAL HEAD FLR FLOOR VERT VERTICAL FM FORCE MAIN VOL VOLUME n n n GUARD RAIL " " " X" TYPE _ X" TYPE FND FOUND VPC VERTICAL POINT OF CURVATURE _ _ _ _ _ _ CULVERT AND SIZE [_______] -❑ PEDESTRIAN HEAD 4M FRMG FRAMING VPI VERTICAL POINT OF INTERSECTION RAILROAD TRACKS FTG FOOTING VPRC VERTICAL POINT OF REVERSE CURVATURE RCCP OR RCP EQRS (RCAP) END SECTION ® O PEDESTRIAN PUSH-BUTTON O GAF FACE GAUGE 0 FACE NPT VERTICAL POINT OF TANGENCY r////�///�/ '� Y/� � � � � � /� 4� /moi BUILDING I GI GALVANIZED IRON PIPE WC WATER CLOSET cl METAL OR HDPE END SECTION � HAND HOLE GRD GRADE WF WIDE FLANGE D MAILBOX 0 GRS GRATING SUPPORT WM WATER MAIN _Af_> FLOW DIRECTION �� ® DOUBLE HAND HOLE GRT GROUT WMQ WATER MAIN QUALITY o-� FLAGPOLE J J GV GAS VALVE WV WATER VALVE HAND HOLE OR JUNCTION BOX GYP GYPSUM WGT WEIGHT a BOLLARD 0 HSE HOUSE WP WEATHER PROOF HC HORIZONTAL CURVE WS WATER SERVICEAc AIR CONDITIONER ® EXISTING EROSION CONTROL PROPOSED 0 HEAVY-DUTY HAND HOLE Q HMA HOT MIX ASPHALT WWF WELDED WIRE FABRIC HNGR HANGER W/ WITH EXISTING CONDUIT (LENGTH AND SIZE) HORIZ HORIZONTAL W/0 WITHOUT EROSION CONTROL BLANKET PROP GALVANIZED STEEL OR PVC CONDUIT H.P. HIGH POINT XP EXPLOSION PROOF EXISTING MISC PROPOSED (5 = UPPER NUMERAL INDICATES LENGTH - - - - HW HOT WATER TEMPORARY AND PERMANENT SEEDING AREA "T" INDICATES CONDUIT IN TRENCH 5' - T HWH HOT WATER HEATER "P" INDICATED CONDUIT PUSHED 2" GS-PVC = CENTRAL ANGLE & S.B. #XX SOIL BORING LOCATION AND NUMBER & S.B. #XX LOWER NUMERAL INDICATES SIZE AND TYPE I MOMENT OF INERTIA UNDISTURBED AREA IDT INSIDE INTERIORIAMETER HATCH PATTERNS Q MW #xx MONITORING WELL * MW #XX LUMINAIRE INV INVERT ELEVATION; BASED ON BENCH MARK DATUM REVISION NUMBER Q STABILIZED CONSTRUCTION ENTRANCE IP IRON ST JOIST PIPE \\j/\\j/\ EARTH - FILL BRICK L LENGTH OF CURVE OUTLINE OF DETAILED AREA C ARROW - THROUGH, TURN LEFT LAT LATERAL �_� EARTH - UNDISTURBED STEEL SILT FENCE LAV LAVATORY LF LINEAL FEET INLET PROTECTION L.P. LOW POINT INSULATION ARROW - THROUGH ROCK (GEOLOGICAL) SHEETWHERE SHOWN S- LT LEFT OF SURVEY BASE LINE (LOOSE/ BATT) MAX MAXIMUM TEMPORARY SEDIMENT TRAP ME MATCH EXISTING STONE OR RIP RAP INSULATION (RIGID) ARROW - TURN LEFT MH MANHOLEMIN � u MINIMUMCULVERTCULVERT INLET PROTECTION JOINT EXISTING SANITARY SEWER PROPOSED MJ MECHANICAL L/1^L\J MTL METAL GRAVEL WOOD (ROUGH) ARROW - TURN RIGHT No. OR # NORTH a SAN >- SANITARY SEWER SAN ROCK OUTLET PROTECTION """ NOM NOMINAL Q CONCRETE WOOD (BLOCKING) =11=1IMII O ONE DIRECTION TURN ONLY NTS NOT TO SCALE - ssu� SANITARY SEWER SERVICE ss�� ss�� ROCK CHECK DAM - COURSE AGGREGATE III=III-III-11 OD OUTSIDECENTER DIAMETER CONCRETE BLOCK WOOD (FINISH) a AFM SANITARY SEWER FORCE MAIN AFM �� 000000 00 OUTSIDE TO OUTSIDE ROCK CHECK DAM - RIP RAP OPNG OPENING CMU 000000 DETECTABLE WARNING o SANITARY CLEANOUT CO • HANDICAPPED PARKING STALL - OPP OPPOSITE o 0 0 0 o PC POINT OF CURVATURE F_ -1 TRAFFIC DETECTOR LOOP F_ 7 PCC PORTLAND CEMENT CONCRETE ASPHALT PAVEMENT SS SANITARY MANHOLE • - L - PCF POUNDS PER CUBIC FOOT PDP PERFORATED DRAIN PIPE WYE FITTING III TRAFFIC CONTROL BOX OWNER/DEVELOPER: PROJECT AND LOCATION: REVISIONS DRAWING: JOB NUMBER: ILLINOIS CEDAR VALLEY HOSPICE CEDAR VALLEY HOSPICE SITE DRAWN BY: AJB REV. NO. DESCRIPTION DATE LEGEND 20-264 smakAPPROVED BY: NPK FEHRGRti% mIOWA 6919 CHANCELLOR DRIVE DEVELOPMENT DATE: 6/19/2020 SHEET NUMBER: ENGINEERING & ENVIRONMENTAL WISCONSIN CEDAR FALLS, IA 50613 WATERLOO, IOWA SCALE: As NOTED SET TYPE: CHECK co.2 [G:\C3D\20\20-264\20-264 Design.dwg, C0.2 PLOT DATE: 6/19/20 © 2020 FEHR GRAHAM Page 442 of 595 S — SITE DEVELOPMENT PLAN —_—_—_—_- -_—_--- - - - - - - - - - - - -------\- - - - - - - � - - — CEDAR VALLEY HOSPICE SITE 7 - - - - � - - - _ - - -_ —_ - - - - - - - I � _ — � DEVELOPMENT — — _ — _ — — J � —T=T_$ T — — — SITE ADDRESS — 3631 WEST 9th STREET _ _ —T WATERLOO IOWA 50702 -r — �T —T T T--T�T�T�T�W�W — _ _ _T CEDAR�_-� W--W�w—W OWNER VALLEY CE T T—�\� _ —T—T—_ — w_ --_W—- — — _ — — — — — — 6919CHANCEL OR DRIVE ��T T W� _w _� W _ _ _ _- - - _ - - - - _ 942 �� - —\ _ W -_- - -_-_-_ - - -_-__ -940 941 942-_-_ -f— '—— ��\ CEDAR FALLS, IA 50613 �� ---_ -°40--- -------\--_-_---_-- _ - -940- 40-- - - - - �`- _- -- - \\�\\ I J _ _ _ GENERAL CONTRACTOR G ------- - - 940- - - - - _ -_- -_- - - -- - - - - - - -�' _ - 939 __-_- \\ \\ \ � - - - - 938- -_� \\\ \ \ CARDINAL CONSTRUCTION 93y- - - _ - - - - - - - 93030=---— -- --- - - -- --- - - - - - - - - -938938 _ - —� _ — — — \\ \\ \\ — 1246 MARTIN ROAD =93930 = - - - - - - - - _ — — — — \\\\\\\\ \\ WATERLOO, IA 50701 ARCHITECT 0)rn 0) LEVI ARCHITECTURE I- 4-( J 1009 TECHNOLOGY PARKWAY -=93oo 9 I / IIIIIIII CEDAR FALLS, IA 50613 9_3 9/" /_ —- - - IIII�ISI IIII1I II III I I1 II ZONING: R-4, R —P ou_= I- 0u — — ou 4 — 11 LOT SIZE: 84,234 S .F. 1 .9 3 4 ACRE — OU — OU — OIU - U U 9 -38- - - - - - - _ °1I11 SETBACK REQUIREMENTS- 39409N9 -- I 17 °'11I__ ---- / FRONT: 20' 41- -- 0) - - - - - — REAR: 35 I / SIDE: 5' (1&1 .5 Stories) JBUILDING AND LOT USE PROPOSED BUILDING FOOTPRINT: 15,71 4 S.F. (18.6%) 12' X 10' TRASH TOTAL PAVEMENT & SIDEWALKS: 28,370 S .F. (33 .7%) TOTAL VEGETATED SURFACE: 40,150 S.F. (47.7%)ENCLOSURE — hSl j EXISTING I lIIl II IIII BU ILDING FOOTPRINT: N/A 93Fo' 910 9%7 TOTAL PAVEMENT & SIDEWALKS: N/A \ ` — TOTAL VEGETATED SURFACE: 84,234 S.F. (100%) \ �\ PARKING DATA (PROPOSED) TOTAL REQUIRED PARKING: PROFESSIONAL OFFICE <50,000 SF: ONE (1) SPACE FOR EACH THREE HUNDRED (300) SQUARE FEET OF FLOOR AREA. I / II��I I ( I I/ \\ \\ \ 1 \ I \ I I III I 15,490 SF FLOOR AREA/300= 52 SPACES REQUIRED I I ( I \ 1 1 1 1 I I I TOTAL PROVIDED PARKING = 74 SPACES I I I I�11 I II / � I v l III (4 HANDICAP) (70 STANDARD) FLOOD PLAIN — A N/ I 11111 I � I I FIS I I I I I I 111111 / 1 I I I �\ I I I I \ 111111 \ I ! < I I 30' I N 162.27 9 \ --+� I\ ` - � ► � � � � W E I I I I Ro 'ro S —��� �� \\ \ I s�, o� 20 0 20 40 60 FEET rI II _ -- _ - E—OE �� \\ \ /'o r / I G G _ x`93 \\ \\ } _ C P# —O 3g �� � �� �"\� � \ I - - - —\ r CP1 = CUT X IN STRUCTURE (Cpl) \mssN. \��� g — i C P 1 N-5225375.19, E-3631543.82, ELEV-941 .45 _X94 94094, 939 940' T����`1T�(—�_ - - ' = - c,, �9p�1�UE �, _ _ — CP2 = CUT X IN STRUCTURE (CP2) �< SAN SAN SAN \C _ _ _ \�\- - ��- \ =� �= —�~—— — t1€— — �L �T _ — _ — _ — — N-5225181 .90, E-3631513.45, ELEV-939.58 �< SAN q \T - �T� - - - TXT— — — — _ _— — — — CP3 = CUT X IN STRUCTURE CP3 N N-5224976.06, E-3631560.44, ELEV-937.53 \W " SqN —� � G' � P2 � — _ _ — /G/ i W _ G / SAN � SAN �W SqN � — SAN SAN SqN S N SAN \W S N I I SAN SAN 1 B M# --o \ - W S 1SAN � S N — �W BM1 = MUE(BOLT)LLER BOLT ON FIRE HYDRANT (PT#4) N-5225194.68, E-3631469.75, ELEV-942.13 OWNER/DEVELOPER: PROJECT AND LOCATION: REVISIONS DRAWING: JOB NUMBER: ILLINOIS CEDAR VALLEY HOSPICE CEDAR VALLEY HOSPICE SITE DRAWN BY: AJB REV. N0. DESCRIPTION DATE SITE DEVELOPMENT PLAN FEHRG m 20-264 IOWA 6919 CHANCELLOR DRIVE DEVELOPMENT APPROVED BY: NPK 00 DATE: 6/'19/2020 SHEET NUMBER: ENGINEERING & ENVIRONMENTAL WISCONSIN CEDAR FALLS, IA 50613 WATERLOO, IOWA SCALE: As NOTED SET TYPE: CHECK co.3 G:\C3D\20\20-264\20-264 Design.dwg, C0.3 PLOT DATE: 6/19/20 © 2020 FEHR GRAHAM Page 443 of 595 GENERAL NOTES 1 . ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 2. THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS (SUDAS), 2020 EDITION PLUS SUPPLEMENTAL SPECIFICATIONS AND SPECIAL PROVISIONS AS PREPARED BY FEHR GRAHAM SHALL BE CONSIDERED A PART OF THESE DOCUMENTS AS IF BOUND HEREIN. 3. THE QUANTITIES INDICATED ON THE PROPOSAL FORM ARE APPROXIMATE ONLY, AND DO NOT CONSTITUTE A WARRANTY OR GUARANTEE BY THE JURISDICTION AS TO THE ACTUAL QUANTITIES INVOLVED IN THE WORK. SUCH QUANTITIES ARE TO BE USED FOR THE PURPOSE OF COMPARISON OF BIDS AND DETERMINING THE AMOUNT OF BID SECURITY, CONTRACT, AND PERFORMANCE, PAYMENT, AND MAINTENANCE BOND. IN THE EVENT OF DISCREPANCIES BETWEEN UNIT PRICES AND UNIT PRICE EXTENSIONS LISTED IN A BIDDER'S PROPOSAL, UNIT PRICES SHALL GOVERN AND UNIT PRICE EXTENSIONS SHALL BE CORRECTED, AS NECESSARY, FOR AGREEMENT WITH UNIT PRICES. THE JURISDICTION EXPRESSLY RESERVES THE RIGHT TO INCREASE OR DECREASE THE QUANTITIES DURING CONSTRUCTION, AND TO MAKE REASONABLE CHANGES IN DESIGN, PROVIDED SUCH CHANGES DO NOT MATERIALLY CHANGE THE INTENT OF THE CONTRACT. THE AMOUNT OF WORK TO BE PAID FOR SHALL BE BASED UPON THE ACTUAL QUANTITIES PERFORMED. ALTERNATE FOR USE IN ARCHITECT PLAN SET ANY QUANTITIES SHOWN ON THE CIVIL SHEETS ARE TO ASSIST THE BIDDER. THE BIDDER/CONTRACTOR SHALL MAKE A FINAL DETERMINATION OF THE QUANTITIES REQUIRED TO COMPLETE THE WORK AND THE BID SHALL BE ON THE BASIS OF THE BIDDER/CONTRACTOR'S OWN CALCULATIONS. PAYMENT FOR WORK SPECIFIED ON THE C SHEETS SHALL BE PER THE PROJECT CONTRACT DOCUMENTS AND NOT THAT LISTED IN SUDAS. ANY COMMENT RELATED TO QUANTITY OR PAYMENT ON THE C SHEETS IS SOLELY PROVIDED TO ASSIST THE BIDDER/CONTRACTOR IN THE PREPARATION OF BIDDING AND SHALL NOT BE CAUSE FOR CHANGE ORDER REQUEST. 4. CONSTRUCTION SURVEY FOR THIS PROJECT TO BE PROVIDED BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE ENGINEERING DEPARTMENTS AND UTILITY COMPANIES PRIOR TO CONSTRUCTION. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO ANY EXISTING UTILITY. IOWA CODE 480, UNDERGROUND FACILITIES INFORMATION, REQUIRES NOTICE TO IOWA ONE CALL (1 -800-292-8989) NOT LESS THAN 48 HOURS BEFORE EXCAVATION, EXCLUDING WEEKENDS AND LEGAL HOLIDAYS. 6. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND ROCK ELEVATIONS ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND ROCK ELEVATIONS BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES AND ROCK ELEVATIONS. 7. THE CONTRACTOR SHALL VISIT THE SITE AND INSPECT THE PROJECT AREA AND BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL JOB CONDITIONS PRIOR TO BIDDING AND THE START OF ANY WORK. FAILURE TO VISIT THE SITE SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING THE WORK IN ACCORDANCE WITH THESE DRAWINGS. 8. THE CONTRACTOR SHALL VERIFY AT THE SITE, ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS, AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICT PRIOR TO PROCEEDING WITH THE WORK. 9. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE DRAWINGS. NOTES AND DETAILS ON THE DRAWINGS SHALL APPLY TO ALL SIMILAR CONDITIONS WHETHER THEY ARE REPEATED OR NOT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OUTSIDE THE CONSTRUCTION LIMITS RESULTING FROM NEGLIGENCE. 11 . CONTRACTOR SHALL PROTECT EXISTING FACILITIES, BUILDINGS, AND OTHER APPURTENANCES NOT TO BE REMOVED FROM THE SITE DURING THE CONSTRUCTION ACTIVITIES. 12. CONTRACTOR SHALL CONFINE HIS WORK TO THE CONSTRUCTION LIMITS AND EASEMENTS. IF THE CONTRACTOR OBTAINS ADDITIONAL EASEMENT FOR THE STORAGE OF EQUIPMENT AND MATERIALS, COPIES OF THE AGREEMENTS WITH THE PROPERTY OWNERS SHALL BE PROVIDED TO THE OWNER. 13. CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE AND STAGING PLAN A MINIMUM OF TWO (2) DAYS PRIOR TO THE PRECONSTRUCTION MEETING. 14. CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN ACCESS TO INDIVIDUAL PROPERTIES DURING CONSTRUCTION WHENEVER PRACTICAL. CONTRACTOR SHALL NOTIFY RESIDENTS OF ACCESS RESTRICTIONS MINIMUM OF 24 HOURS PRIOR TO REMOVAL OF EXISTING ACCESS. 15. CONTRACTOR SHALL SUBMIT FOR ACCEPTANCE WORK PLANS AND SCHEDULES FOR ACCOMPLISHMENT OF TEMPORARY AND PERMANENT EROSION CONTROL PRIOR TO THE START OF CONSTRUCTION. 16. CONTRACTOR SHALL COORDINATE TEMPORARY DISRUPTION OF UTILITY SERVICES WITH THE CITY OF WATERLOO, AFFECTED UTILITY COMPANIES AND/OR AFFECTED PROPERTY OWNERS WHEN RELOCATING EXISTING FACILITIES, CONNECTING TO EXISTING FACILITIES AND PLACING NEW SERVICES. OWNER/DEVELOPER: PROJECT AND LOCATION: REVISIONS DRAWING: JOB NUMBER: ILLINOIS CEDAR VALLEY HOSPICE CEDAR VALLEY HOSPICE SITE DRAWN BY: AJB REV. NO. DESCRIPTION DATE GENERAL NOTES F E H R G RtilarmsAim 20-264 IOWA 6919 CHANCELLOR DRIVE DEVELOPMENT APPROVED BY: NPK DATE: 6/19/2020 SHEET NUMBER: ENGINEERING & ENVIRONMENTAL WISCONSIN CEDAR FALLS, IA 50613 WATERLOO, IOWA SCALE: As NOTED SET TYPE: CHECK co.4 G:\C31)\20\20-264\20-264 Design.dwg, C0.4 PLOT DATE: 6/19/20 © 2020 FEHR GRAHAM Page 444 of 595 - - - - � - W � 0 E INV = 935.13 - - - - - - I / � � � _ TAT T _T— _ S 37 L.F. 12 PVC @,/1 .00% _ _ _TT— —_T_�=T T _ — T — — �� — — =r =T—T==T� —T _==_ _w__ _W W:::= — — — — 20 0 20 40 60 FEET \_ T_T -� __==_T1 N13-P 1 = _—Tice_\ — T T T W �— 5 �9Q W W �- _ _ — ^__- - - =_ =— 942942 —��W -940 940- _ 1`———— -—=� r — °40=— ----------------_—_---- G _ — ---- .940-_ _- - - - _- - - - -- - - - - - - _-t_ 930=y - - —_ — -'-_— =938938938__�'�- - / \ \\\ \\ \\\ — I -_- - - \_ - - - _- - _- - - - _- - -_ = _ - - _ - - �, 939303 — — — — — �J' 930=__- - - \ INV =93750— - -I _ I IIINV I -1 °' II I I III ## STAND PIPE W/ TRASH GUARD INV 938.00 = �� IIIIIIIII 93111 DIA. HOLES, \ - -9 9393931— _- - - -________-- # ROWS OF # HOLES _93940 -__--_----- - - - - - - - - - - ��� \ \\ II I OVERFLOW 939.0 - - - -=---�40 `- - - - - - - - - ��\ \\\\ I o,^� III I I ## TOTAL HOLES III I I \I \ \ �– �\ ou � `�'�-� ou—�– °U– – – – – �u —eT- ou oy Iou - ou ou ou— / J - OU o \\\\\\ =93s� _ , I I I #### .. ou-\— bu ou t uu I / 13 L.F. 18" HDPE J UAL/WALL @ 0.50% / h ��\�\ — _938938 _ �_� °IIII I I I I O \ ————939.940— — — - i \ -- - =940 –���\ rn II 11 ... 1 y , , I D1 , , , �_ –_ —_ _ _9 _ \\ ISI , 1 I I I / / I NYLOPLAST, 18" DIAL \- - - - _ _ _ - - - - - - - 41 dol I I 935.5 .... PVC PIPE ® 1 .00 I I I I I / ,I I TBC = 939.83 !/ INV IN = 936.,31 S (18") \ - \ \�\ \ _ Can,.. I — — — _ INV = 935.5 J/ // p INV OUT = 96.27 N (18") — — — — — — \ \ 10 I — — INV = 935.13 INSTALL TEE W/ 4 SHAPE AREA TO DRAIN �Q441 / �y 1�X111 i I I�N�" I SECTION IN GROUND I V TO ANCHOR. FILL WITH I I I II Irl J /� \ �l� % s �/ I11 � �3� 11 – – – I � ��� PCC TO INV. I I 11 I – \ / r I / 111\ – –% I I,°cJr N OUTLET STRUCTURE DETAIL N.T.S. = � I I I 1111111 00 "IN IIIIII -� \ I I I I I1101 I / \ \ / \ \ I END I �0I„ I NULL STR CTURE l 12.5 9 59 8 39 \ 1 I I I I� I II \ \ 1 = 93 .96 N .40 I� 1 1 I III I I I I I IIII I II /D2 � N - U v I III I O,I I II NYLO�LAST, 18 DIA! / l \1 � RIM = T936/. 6 .24 I I I 1 \ 0 / INV OUT N (18") o INV IN = 9346,,81 S (12") Q \ I I �\ LEGEND IMPERVIOUS UNCONTAINED I I I I I I I I I \ \ I I \ I• /_ I I I PERVIOUS UNCONTAINED / 1 ►� 1I 22. BOW I I I INV = 938.32 I I IIIIII Q / \ I I I`V I INV = 938.34 INV = 9 8.741 I ON-SITE TO DETENTION I I I I IIII Io \ / �\ I II 9 8.75 I I I I 1 ( I I I I \ I w I I I OFF-SITE TO DETENTION I I I 11111 I �� o \ I F I I I I I I II11i l N \\ `Q \L9R D � 9%0` I I I \ I I 1 I I / ° LOP _ 18" DIA. rn 939.56---- � INV CW� = 937.21 N (12\ \ \\\ I \I N I X940-_ \ -to I ' \1 F \�_ - ' _ \ \\ \ ERT. LBOW \ TAT T — ��O 94p�� \\ \ / \ \ _ - - 2» RI F° - T UE \\ \ / \ \ = 938.63 \ / , �- c) 93g' \ \ \\ \ \ VERT. ELBOW 5 L. 1 H PE D W LL ® 50% G G �v �"�93 �� �\� \\ \ \ 12" RI �/ \ '�- - -�- - - - \ 8` �� \��E \\ \ \� INV = 939 01 \ / \T\\� T\\�\\\�\ � \ \ \ \\ - - - — � f \-7UE SAN �< SAN SAN ,'1 [R pq R \ \G /— _ — SAN RIVE — —� �' T\ _ — T — �SA � � _� T ��—TAT- -T T'—Tx _ =_— _ — �SAN N )t — _ _ - - - \W \�SAN �0' If _ - - - G 58 L.F. 12” HDPI-DUkL WALL @ 0.50% SAN If D _ SAN -\\ NOTE: c S S N SAN PROVIDE DOWNSPOUT CONNECTIONS WHERE S N I I SAN sAN IDENTIFIED IN ARCHITECTURAL PLANS, BY OTHERS. W\ - S I SAN s N DOWNSPOUT LATERALS SHALL BE 4" PVC OR HDPE DUAL WALL. W II 6" SERVICE PER CITY RECORD CONTRACTOR SHALL FIELD LOCATE W\W AND VERIFY SIZE & MATERIAL. \ // CONNECT TO EXISTING AND EXTEND W\ \ } TO BUILDING IN RISER ROOM. 7 OWNER/DEVELOPER: PROJECT AND LOCATION: REVISIONS DRAWING: JOB NUMBER: ILLINOIS CEDAR VALLEY HOSPICE CEDAR VALLEY HOSPICE SITE DRAWN BY: AJB REV. NO. DESCRIPTION DATE UTILITY AND GRADING PLAN FEHRG m APPROVED BY: NPK 20-264 IOWA 6919 CHANCELLOR DRIVE DEVELOPMENT POST DEVELOPMENT CONDITIONS DATE: 6/19/2020 SHEET NUMBER: ENGINEERING & ENVIRONMENTAL WISCONSIN CEDAR FALLS, IA 50613 WATERLOO, IOWA SCALE: AS NOTED SET TYPE: CHECK c1 .1 G:\C3D\20\20-264\20-264 Design.dwg, C1.1 PLOT DATE: 1 © 2020 FEHR GRAHAM A-2 Page 445 of 595 I I \ \ \ 1/2" EXPANSION JOINT IF PARKING LOT, THICKNESS AND `�Ro� FG I Q Q \\ Q 9R oR 9R 9R 9R T BUILDING IS ABUTTING PCC PAVEMENT TYPE PER PLAN 2. � 1 .13% ° \ °9 co 1 .21% SLAB. 0 EXPANSION JOINT SIDEWALK PATIO° e SIDEWALK DRIVE OR z_ THICKNESS PER IF ABBUTTING PCC I I I I R 0 ` PLAN PARKING. THICKNESS AND J / `n ss PAVEMENT TYPE PER PLAN m Illll0 1.50% �Ss� — — — — — — — — : % --�I\T \I IIII—III II I I\IIIlIII II I IIIII1I�I III Ii III.iIII I I IIo I999III I I IIpIRRI8IIIIIIIl I I oI�o0o II—I'I I IuSI'II III IIIlII�III I 9 I I'I\I�II I I II I��ITI I IIlIiI���I� \I I Ioo�I III�JIiIIIIIII,oo�p�\IpI�t�IoI���oo°�I I—�°�•°/P\/FFF�\CGGG°—\C L/`\`/—�P—/AV—E�o MIIIIti9jI��jI/I\���Er�\•/N°�—\\°T\�,��\�\°6\����°I�\G�P��°°II II��\�S o\_QQQ\/-09—R�1o=/_—/\��/�\`✓/T/T H\/CE9I\/H_/T—\T\T��_�°����_—9\�S���CC��,\\wI/_°q�/�\_��9/s—��ti\QQ\//`19 `�/��//\—w<o�/—�_�/�_E�/G\��,_/�9• 3\\R8�1/.,G1/8`\\/g%3/9�//`�G/\\S\_q\"\/\'\w \\I\III �\\— sX\ MA_\ \_/T\—\C\_///H—/ �l P /_GA— 1 _R1_/�\K /R —I'N—\� °G s �—I � �I I \D'I—I II_ EI/ \P—\T —I IH/ / o \ IN o � 1�'g WHERE ADJACENT TOo o N o o o PARKING � R Q Q PCC PAVEMENT SECTION A-A 1 00 00 ° ABUTING BUILDING 3.27% ° 1 1 .40% 1 .00% NOTE: PLACE1/2� REI \B T— t II I I A\� \� R ALL EXPANSION JOINTS SHALL BE SEALED AT 24, CENTERS EXPANSION JOINT IF ABUTTING PCC 5" THICK PCC N SIDEWALK/PATIO oPARKING LOT, THICKNESS AND PAVEMENT TYPE PER PLAN N 200% 1 1 1r z MATCH PARKING D\/—_ \E PT i/—H 10 0 10 20 30 FEET 1 � WHERE ADJACENT TO PARKING SECTION B-B o 0- 0 / o o %x o o o 2.00% 1 .33% .50% No9pA 9\ 2.55'rx N. 20' 24' 20' 24' 9 � �\ \ 20, :9 Li \ 0-)0) o tK9Ro o 1 .50% 3.98o� "9%0 R5' � N I o � vi \ \2.00% ti 1 .20% s 3.45% 1 .50%o° s 0) N IN 2 1 .06% 940 \ p 8' 24 �g40IN,_r— 20' uE_ R25 24' - - - - - - - - I R100'\ —� 9 938- -00 .TO I. \ SAN _ -9 _ �40 gag TSAN Sq" 91UEU IL � o SAN � JE Sq" VE E �UE�-U SqN Sq" �\— T T G T — T�T T =�T -TT —HATCHING LEGEND SqSPOT ELEVATION LEGEND rTSq"PCC SIDEWALK, 5" PCC ON 4" BASE wP: PAVEMENT Lon -FG 'FORM GRADE (GUTTER CURB) —SW: SIDEWALK SAN c TT — � G—I I I� PCC PAVEMENT, 8" PCC ON 6" BASE FIFE: FINISHED FLOOR ELEVATION s G G G�G tv Sq" OWNER/DEVELOPER: PROJECT AND LOCATION: REVISIONS DRAWING: JOB NUMBER: ILLINOIS CEDAR VALLEY HOSPICE CEDAR VALLEY HOSPICE SITE DRAWN BY: AJB REV. NO. DESCRIPTION DATE PAVING PLAN (SOUTH) 20-264 FEHR m IOWA 6919 CHANCELLOR DRIVE DEVELOPMENT APPROVED BY: NPK I I I- \I I- II II I I I DATE: 6/19/2020 ENGINEERING & ENVIRONMENTAL WISCONSIN CEDAR FALLS, IA 50613 WATERLOO, IOWA SCALE: AS NOTED SET TYPE: SHEET NUMBER: CHECK c2.1 G:\C3D\20\20-264\20-264 Design.dwg, C2.1 PLOT DATE: 6/19/20 © 2020 FEHR GRAHAM Page 446 of 595 - - - - - - - - - SAN MARNAN DRIVE - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / N — — — — — —' / / W E / T T— — -T-� — T' _ T T T T T_ r _ T T T T —T � _ _ - - T — _ - - _ _ _ - - - T — T - X--$T T10 20 3O FEET _ T T T -� —� T T T T -I- —T T T T T T T T _� — T T T T T T_ �T�fi T T T T — T T T — T - —W— W W —W— W — W W W W HI W� — ' — T T T T T T -T T T — �`—T W W W W W W W W Vim- W �` _ — T�T T -W W W W G G G G G G G -^� - - - - I - - - - - - - - - - - - - - - - - -G-- - -G-\- -G- - - -G - - - - - -G- - - - \\ - - - ----- - - - - ----- - - - - - ------------------------__-__�--_------�--�-/ G G - 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O / / / 5 I I / ,� I I I I I 9 LO o / �o A, // �, / ,o ° ° N g' I I o 2.00% 9 ° ° o A A A ►,- 15 LO �� 1 .50%1 IIIII I i I o9 1 ss \ \ / TYPI. 1 1.50% 1 I 1 I I a� �o ,� / �\ \\ \\\ \\ 3.00% II I I I I I c 9R \ I IIIIIII / ° \9 \ I I A �\ \9%0 0 LO to \ 119 I I I \ \ \ 5 t o 1 A� / I I I I I I I I Tc o0% 2.00% o,°c 1� �o,� �� o`l' 1 .13% Rs 1 .00% s8 1 .00% �9 9° c° 1 .21% A \ A / I / \ I I I 1 0 O 9s / ss 0 I l o 1.50% ss - - - - - - - - - \ I I I 1 1 I I I 20 24\ 20' �-I-. \ 20' 24' 20' DT PLACE 1/2" REBAR LO AT 24" CENTERS 1/2" EXPANSION JOINT IF PARKING LOT, THICKNESS AND EXPANSION JOINT BUILDING IS ABUTTING PCC SPOT ELEVATION LEGEND HATCHING LEGEND PAVEMENT TYPE PER PLAN IF ABUTTING PCC - 5" THICK PCC SLAB. z P: PAVEMENT EXPANSION JOINT SIDEWALK/PATIO SIDEWALK/PATIO SIDEWALK, DRIVE, OR o SW: SIDEWALK PCC SIDEWALK, 5" PCC ON 4" BASE IF ABBUTTING PCC THICKNESS PER PARKING LOT, THICKNESS AND PARKING. THICKNESS AND FG: FORM GRADE (GUTTER CURB) PLAN PAVEMENT TYPE PER PLAN PAVEMENT TYPE PER PLAN m FFE: FINISHED FLOOR ELEVATION MOIL- �r\����� \��\. PCC PAVEMENT, 8" PCC ON 6" BASE PCC PAVEMENT, 6 PCC ON 6 BASE MATCH PARKING DEPTH Z z MATCH PARKING DEPTH WHERE ADJACENT TO Y w g WHERE ADJACENT TO PARKING NOTE: PARKING = � PCC PAVEMENT ALL EXPANSION JOINTS SHALL BE SEALED SECTION A—A SECTION B—B ABUTING BUILDING OWNER/DEVELOPER: PROJECT AND LOCATION: REVISIONS DRAWING: JOB NUMBER: ILLINOIS CEDAR VALLEY HOSPICE CEDAR VALLEY HOSPICE SITE DRAWN BY: AJB REV. NO. DESCRIPTION DATE PAVING PLAN (NORTH) 20-264 FEHRG m APPROVED BY: NPK IOWA 6919 CHANCELLOR DRIVE DEVELOPMENT DATE: 6/19/2020 SHEET NUMBER: ENGINEERING & ENVIRONMENTAL WISCONSIN CEDAR FALLS, IA 50613 WATERLOO, IOWA SCALE: As NOTED SET TYPE: CHECK c2.2 G:\C3D\20\20-264\20-264 Design.dwg, C2.2 PLOT DATE: 6/19/20 © 2020 FEH R GRAHAM Page 447 of 595 - - - - - - - - - - - - - - - - - - - - - "J" HOOKS REQUIRED IN — J —T — NORTH EXPOSURE �T—T_ — TT T�T'�T T��T�T�T _ T �� _ _ PERIMETER CONTROL ON EAST T�T�T�—� 7' —T T=W�_ —W AND WEST PROPERTY LINES. —mow T T W— W W_ / "J" HOOKS NOT REQUIRED. KEY —� — \ _ / =�_ O SWPPP BOX O PORTABLE SANITARY FACILITY I I I I — — __ __ _-I I \ — - - - - ____ _ _ - - _ — — OCONSTRUCTION DUMPSTER__ __ CONSTRUCTION PARKING — 1� I \ — — — �C ✓ — _ 1 O CONSTRUCTION TRAILER © MATERIAL STORAGE I I I \ O STABILIZED CONSTRUCTION ENTRANCE I I \ I \ nii r I III ) I \ \ OU— ou ou I o1u bu ou—�— ou ou—� ou ou ou ou ou ou ou ou ou \ ou ou ou u _ COMPLY WITH SUDAS 9040.12 I ,_ \ CONCRETE WASHOUT I I I I I I \ \ \ II I I � � - - - - - - - - - - - - - - - � - - � \ � - - , LEGEND �— , ► I / / PCC \ \ � TOPSOIL, SEEDING, AND MULCHING I I ( (MAY INCLUDE LANDSCAPING, REFER I I / X TO LANDSCAPING PLAN) ANULAR SURFACING PERMANENT OR TEMPORARY II I I I INLET PROTECTION — SILT BAG 9" WATTLE n n SILT FENCE II I I \ \ ks-f / SEQUENCE OF ACTIVITIES \ \ \ L I N ITIAL I I \ \ \ \ PREPARATION OF SITE FOR MOBILIZATION AND ( I I I I \ \ \ COMMENCEMENT OF WORK II \ I I \ \ 1 . INSTALL SWPPP BOX \ \ \ 2. ESTABLISH PERIMETER CONTROLS 3. INSTALL TEMPORARY I I I I I \ \ 4. INSTALL PORTON ENTRANCE ABLE SANITARY FACILITY \ \ \ 5. ESTABLISH STAGING & PARKING AREAS 6. ESTABLISH STOCK PILE CONTROLS 7. PLACE INLET PROTECTION DEVICES ON ROADWAY I I I \ \ I INLETS. II 4 \ \ \ I \ \ \ \ 1 . NOT ALL KEY AND/OR LEGEND ITEMS MAY BE USED AND SHOWN ON THIS PLAN. THEY ARE AVAILABLE FOR USE IF NEEDED. _ 2. PORTABLE SANITARY FACILITY SHALL BE STAKED DOWN TO \ \ WITHSTAND ANY ANTICIPATED WINDS 3. STABILIZATION MEASURES SHALL BE INITIATED IMMEDIATELY ON '— ANY EXPOSED SOILS IF EARTH DISTURBING ACTIVITIES HAVE I I — 8 \ \ _ CEASED TEMPORARILY OR PERMANENTLY AND WILL NOT RESUME �I FT FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. ISI T T _VE� \ \ 4. ADDITIONAL AND MORE COMPREHENSIVE DETAILS AND i I I FO uE�,,� ~ " INSTRUCTIONS CONTAINED WITHIN THE SWPPP DOCUMENT. / G 7 T llE_ jE \ - 5. CONCRETE SLURRY GENERATED BY WET SAWING SHALL BE G 1 �"� \ �\ VACUUMED OR UTILIZE OTHER ACCEPTABLE CONTAINMENT METHOD TO CAPTURE AND DISPOSE OF THE MATERIAL IN ACCORDANCE WITH APPLICABLE LAWS. N �< SAN SqN _ G T T�T U� UUE E UE—x� E / �< SAN SAN T T SqN \�T T�TT T <SqN \�JCZ G S REQUIRED IN SqN T �G G _ —_�` SOUTH--E�POSURE / R Po y� SAN AN�w S"� DRI SAN S N SAN N S N I I SAN 1 W E I SAN SAN - \W\ S 20 0 20 40 60 FEET OWNER/DEVELOPER: PROJECT AND LOCATION: REVISIONS DRAWING: JOB NUMBER: ILLINOIS CEDAR VALLEY HOSPICE CEDAR VALLEY HOSPICE SITE DRAWN BY: AJB REV. NO. DESCRIPTION DATE SWPPP - INITIAL DISTURBANCE FEHRG m 20-264 IOWA 6919 CHANCELLOR DRIVE DEVELOPMENT APPROVED BY: NPK DATE: 6/19/2020 ENGINEERING & ENVIRONMENTAL WISCONSIN CEDAR FALLS, IA 50613 WATERLOO, IOWA SCALE: AS NOTED SET TYPE: SHEET NUMBER: CHECK c3.1 G:\C3D\20\20-264\20-264 Design.dwg, C3.1 PLOT DATE: 6/19/20 © 2020 FEHR GRAHAM Page 448 of 595 - - - - - - - - - - - - - - - - - - - KEY — — — — — — — — — SWPPP B 0 X =T_T_ T -`" — _ _ - O PORTABLE SANITARY FACILI = TY _ _ O CONSTRUCTION DUMPSTER T' ���T�T=T W TT �W�W \_ T-:7-:—T _ =T —T -- T_ W—� _ =W — ® CONSTRUCTION PARKING T�T�— T� �� �T T ERTOOO®6 CONSTRUCTION TRA IL 942__TTiiiiiiiijlii 941- 1140.: W _ - \__ = - =� _ MATERIAL STORAGE — 940 G 040 - ------------- -94U-==— — - - - - - - - — _ - - - _ _ _ 8938— STABILIZED CONSTRUCTION TRANCE _ ____ 93zl 3 _ _ _ _ _ — — COMPLY WITH SUDAS9040121 _ - - = 3 9 - - - - - - - - - - - -I— I — - - - - \ --930—= 0 CONCRETE WASHOUT/ — 930— - - - - - - - - - - - � 1 �_ I IIIIII __ -� �_- --93� �- _ _ _ -__ _ _ ______ I II ► ► II LEGEND 93 _9393 _ _ —_____ - — _ - - - - _ --_- - --__� - -_ - - _ _ Q 9393940 —= - - --- _------- —'� \ \\ / III III III ::1 PCC =----z14O --- `- _ - ou /uu \ o---u o—u — �7\\9 OU III iI II III II I OU \ OU OU olu bu U — OL — 938- - - __ ___ ;I — TOPSOIL, SEEDING, AND MULCHING389 — - - II I I (MAY INCLUDE LANDSCAPING, REFER940- 0- - TO LANDSCAPING PLAN) - - - - - - -9 '00! 11 I1 — - - I — GRANULAR SURFACING ��I I I I PERMANENT OR TEMPORARY ISI I I� I I INLET PROTECTION - SILT BAG N I I I� 9" WATTLE II III 1 � / � � \ \ � I / I IIII � �19 I I \ IIS 11111 1�\\ b \\ I I I Iu u SILT FENCE SEQUENCE OF ACTIVITIES CONSTRUCTION \ Illlo \ / \ 1 I \ / \ I III CONTINUED MAINTENANCE, IMPLEMENTATION, AND \ I I I I EVOLUTION OF SWPPP 6i I I ISI I I / \� \\ \ II \ I I 1 1 1 1 . MAINTENANCE I I I I I Ij \ 1 1 1 1 1 1 .A. SWPPP DOCUMENTS I I�1 I I I /�� I I 1 1 1 1 .13. PERIMETER CONTROLS Iaj, I I 111 1 .C. TEMPORARY CONSTRUCTION ENTRANCE I i I 1 .D. STOCK PILES 2. TEMPORARY SEDIMENT BASIN 2.A. INSTALL DETENTION BASIN 2.13. INSTALL FILTER STONE AROUND RISER PIPE AS SHOWN ON SHEET I I I I I I F1 I C1 .1 FOR STAND PIPE TO FUNCTION AS A FILTER DEVICE. 3. SITE GRADING I I I I IIII / I I I I \ I I II I 3.A. PLACE EROSION MULCHING WHEN AREAS ARE NOT BEING WORKED I I IIIIII 1 I II (1 I 1 1 I OR ONCE GRADE IS ESTABLISHED I ( IIII I I ` I I I 3.13. PLACE PAVEMENT SUBBASE ONCE SUBGRADE PREPARED 1 IIIIII < I I 11 \ �I li I II / 3.C. SWEEP STREETS WHEN EROSION IS TRACKED I IIIIII \ I F IEi\j \ 11 4. UTI LITI ES 4.A. PLACE EROSION MULCHING THROUGH DISTURBED AREAS 4.13. PLACE INLET PROTECTION DEVICES FOR NEWLY INSTALLED INTAKES i I I I 4.C. PLACE SILT FENCE TO PROTECT CULVERTS 9R 1 i I I i k I I I \ O I I \ I 4.D. SWEEP STREETS WHEN EROSION IS TRACKED 5. BUILDING CONSTRUCTION 5.A. MAINTAIN ONSITE CONTROLS II 6. SITE PAVING 8 ' 940--- � \ � — \� _- \ - _ ` \ \ � � \�� � � 6.A. INSTALL CONCRETE WASHOUT T \T T goo 6.B. REMOVE TEMPORARY CONSTRUCTION ENTRANCE ONCE REQUIRED \ TO PREPARE SUBBASE AND PLACE PAVEMENT 93g� UE �E�\\ \ \\ \ \ / O 7 �� \ \ N - G -A NOTES: 98- ON E 1 . NOT ALL KEY AND/OR LEGEND ITEMS MAY BE USED AND SHOWN -71 / ' ON THIS PLAN. THEY ARE AVAILABLE FOR USE IF NEEDED. =.g3 88, \ \"� \\��\ \ \ I - - - - - \ r 2. PORTABLE SANITARY FACILITY SHALL BE STAKED DOWN TO T �\ � g4 \ �� ��_ WITHSTAND ANY ANTICIPATED WINDS �'eg�4o s4�� 2� _ 3. STABILIZATION MEASURES SHALL BE INITIATED IMMEDIATELY ON - - - — 939 94p�\� ANY EXPOSED SOILS IF EARTH DISTURBING ACTIVITIES HAVE �< SAN sqN - CEASED TEMPORARILY OR PERMANENTLY AND WILL NOT RESUME �< SAN SAN SqN - _ - _c �� , r _ _ ��— --� _ �T� 1 - - __- FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. SqN T— — TXT— - _ - - - 4. ADDITIONAL AND MORE COMPREHENSIVE DETAILS AND -- T �- -\ ---__ INSTRUCTIONS CONTAINED WITHIN THE SWPPP DOCUMENT. \ \�SqN �c — , _ - -�� 5. CONCRETE SLURRY GENERATED BY WET SAWING SHALL BE W Sq ` - �- y� - - - G� VACUUMED OR UTILIZE OTHER ACCEPTABLE CONTAINMENT METHOD �w N ��c G - - - _ - - G TO CAPTURE AND DISPOSE OF THE MATERIAL IN ACCORDANCE WITH APPLICABLE LAWS. / w SqN SAN — �w SAN c S N SAN N S N S I I A SAN SAN SAN � W. lb E W\ — ISAN � � C w\ II S 20 0 20 40 60 FEET 7�f OWNER/DEVELOPER: PROJECT AND LOCATION: REVISIONS DRAWING: JOB NUMBER: ILLINOIS CEDAR VALLEY HOSPICE CEDAR VALLEY HOSPICE SITE DRAWN BY: AJB REV. NO. DESCRIPTION DATE SWPPP - CONSTRUCTION PHASE FEHR m 20-264 IOWA 6919 CHANCELLOR DRIVE DEVELOPMENT APPROVED BY: NPK DATE: 6/19/2020 SHEET NUMBER: ENGINEERING & ENVIRONMENTAL WISCONSIN CEDAR FALLS, IA 50613 WATERLOO, IOWA SCALE: As NOTED SET TYPE: CHECK c3.2 G:\C3D\20\20-264\20-264 Design.dwg, C3.2 PLOT DATE: 6/19/20 © 2020 FEHR GRAHAM Page 449 of 595 ` - KEY INV= 935.13 — — — — — 7 I _ / _ _ O SWPPP BOX �, _�_—T� =T — — — — O PORTABLE SANITARY FACILITY _ 37 L.F. 12 PVC @, 1 .00% _ �-- _ — — —T T - - =�—T=T� — —�— —T O CONSTRUCTION DUMPSTER �T�T�T T� T�-T-T=T W W I _ _ \— T —T T� T 1 -P Ti— �=w_ ® CONSTRUCTION PARKING � —\ —w T T —_ — — O© CONSTRUCTION TRAILER942w9 41 _ _w _ _- 940- - - - - - - - - - \ - - - - - - - -940 -- _ 940 MATERIAL STORAGE G -G - —= =-T4-0V0- _ - _- - - - - - __ _ _ -938 98 - _ I — - O® STABILIZED CONSTRUCTION ENT RANCE=938= =- _ - - - _ 939 _ _ - - - - - - - - - — — — — — — INV -- 93Z 50— COMPLY WITH SUDAS 9040.12 - - - - - - - - - - - - -930= y NO CONCRETE WASHOUT -936- a4\ _ _ - - - - - - I — - - - - . I I I I 938.00 - ► 9 -=f--93r,- II I I IIII LEGEND —_-- -- - - -- - -- - - - - - -- - -------- _ 9393Q- _ _ -93R- o- _ —— - OU- PCC \ - ni 1 0 I 00 IOU ou 1I I 0'IU I I �IU I � I U /j I OU -III9--38—-—9-=4--13 L.F. 18 > HDPE DUAL LL ® 0.50% I TOPSOIL, SEEDING, AND MULCHING3990 D1 �� _ _ (MAY INCLUDE LANDSCAPING' REFER — '02, NYLOPLAST 18" DIM — — - - - - - — — — — — 110 / TO LANDSCAPING PLAN) I / L0 TBC = 939.83 INV IN = 936.,Z' S (18") , �� y y \\\\` \ j — �o I I — — — — — TEMPORARY ROLLED EROSION © INV OUT = 956.27 N 18 — \\ \ — 10 — ( ) / W \ I 1411111 CONTROL PRODUCT - - - - - - I �— I I/ / / — —� / - - - /� a - - - IIIII II I-1 I Q`" �� F \ Ill II I I 1 I �I ISI I GRANULAR SURFACING / \ / // I 1 I�\ I I,cci' PERMANENT OR TEMPORARY 111111 o \ \ \ \ \ IIIII II oo� w 9R \'9 �� \ // ��/ 111141 I I I III I I I I I oma\ Ro' s1�\ �\ / b I I I I INLET PROTECTION — SILT BAG I \ I I I I I I = \ �\\ ( \mac I b I I 11 I \ 1111111 I �\ \\ / I IIIII I IIIIII I I I I I 9 WATTLE SILT FENCE I I I Illlo I / III 1 1 i�l l 00 \ 11111 / \\ \ \ 12.5° END o II III I y ' , I 1 l I I yn NULL STIR CTURE 1 = 9 8.39 \ I I I I I I I \ OUT 1 = 93 .96 N 8.40 I© I 1 I I I I N 0' I I I " I II \ 4111 I I / N LOPLAST, 18 DIA./ / I I I I R M = 939.24 IIIII \ 0 / L _ _ I I 1 IIS l SEQUENCE OF ACTIVITIES I I I I I I I I o INV OUT = 9366 N (18 ) / �v� — �` Q III 1 I I \\ o �' I V IN = 936,,81 S (12") FINAL STABILIZATION I I \ IIII I \ �aJ // /' W I I I 1 . REMOVAL OF SILT BASIN I 1111 I J r \ � I I I 1 .A. DREDGE BASIN TO REMOVE ACCUMULATING II I I I I III I /1 i F I� I \ l i SILT. I I I 1 1 111 I -i / I I I N I INV = 938.32 22• ° BOW I I 2. SEEDING I 11111 I Q I� INV = 938.34 INV 9 8.74 I I I 111111 ` I 4o II i ILS 11 9 8.75 `� I I 2.A. REMOVE EROSION FROM DEVICES TO FINISH1 I I 1 I 1 \\ I ! < IJ I \ 00\I I I I 2.B. PLACE ESSEEDING MUD GRADE LCHING,NG AND SEEDING PREP FERTILIZER I I I I IIIII 0 168' \ \ i F ` I I 2.C. WATER AS NECESSARY I I I I I I I I I N 4 �� \9A o I \ 401 �1 I \ 3. SEEDING ESTABLISHED I \ III I 1 19 O3 9Ro` o, i I 3.A. REMOVE ALL TEMPORARY CONTROLS. IIIII / J R°�NYLO - 18" DIA. �� I I I sj, 1 I \ I 3.B. BEGIN DETENTION SYSTEM MAINTENANCE 01 TBC 939.56- _ �� I I 401 ( I SII \ SCHEDULE. INV = 937.21 N (12- 401 I I �j� 8 - 940 �� \\\ \�L0 TAT\ — — — — —s4p� �` \ , \ ERT. LBOWUE / \ 7 _ �g3g�`` \\ \\ \\ \ — 938.63 VERT. ELBOW 5 L.F,/ 1�'r H PE D AL WALL @ .50% NOTES G v`J` _ �`"�s3 12 /91 1 . NOT ALL KEY AND/OR LEGEND ITEMS MAY BE USED AND SHOWN / I �- - - - - - - \ �� \ �� INV = 939 01 c / — — — — — — _ — — — — _ _ — — z- 3 ,�� \ \ �\ E \� — — r \ y / \ ~ ON THIS PLAN. THEY ARE AVAILABLE FOR USE IF NEEDED. 8,�c_ \ \ 2. PORTABLE SANITARY FACILITY SHALL BE STAKED DOWN TO 938 �� �� y � \ I — — '"— �� r y WITHSTAND ANY ANTICIPATED WINDS 3. STABILIZATION MEASURES SHALL BE INITIATED IMMEDIATELY ON , s4 _ �� — ANY EXPOSED SOILS IF EARTH DISTURBING ACTIVITIES HAVE .9 940 41� � i , 939 40 _ 0- —�— CEASED TEMPORARILY OR PERMANENTLY AND WILL NOT RESUME SAN sqN \ — \ FOR A PERIOD EXCEEDING 14 CALENDAR DAYS. s — =— = �= 4. ADDITIONAL AND MORE COMPREHENSIVE DETAILS AND �< SAN qN - - ,i. �. � - � T T may/ — \\ _ —,+"``��T — — — — TX—T.�— — — — INSTRUCTIONS CONTAINED WITHIN THE SWPPP DOCUMENT. ^" sqN y- W y w` w �w w ���T— T TT +u _ •r- w w �� — — — — _ — � �_ �—`� 5. CONCRETE SLURRY GENERATED BY WET SAWING SHALL BE �<sqN `- — VACUUMED OR UTILIZE OTHER ACCEPTABLE CONTAINMENT METHOD ���� TO CAPTURE AND DISPOSE OF THE MATERIAL IN ACCORDANCE W sqN v w .i .i W i W _ �� _-� 4, / w �w _ _ WITH APPLICABLE LAWS. T _ / 58 L.F. 12" HDP -DUAL WALL @ 0.50% N R P �� D SAN - �� SqA K D S N SAN N s /V SAN N � I I SAN ,A' �ke C <1 SAN S N YY E — \`"� S 20 0 20 40 60 FEET OWNER/DEVELOPER: PROJECT AND LOCATION: REVISIONS DRAWING: JOB NUMBER: ILLINOIS CEDAR VALLEY HOSPICE CEDAR VALLEY HOSPICE SITE DRAWN BY: AJB REV. NO. DESCRIPTION DATE SWPPP - FINAL STABILIZATION FEHRG m 20-264 APPROVED BY: NPK IOWA 6919 CHANCELLOR DRIVE DEVELOPMENT DATE: 6/19/2020 ENGINEERING & ENVIRONMENTAL WISCONSIN CEDAR FALLS, IA 50613 WATERLOO, IOWA SCALE: AS NOTED SET TYPE: SHEET NUMBER: CHECK c3.3 G:\C3D\20\20-264\20-264 Design.dwg, C3.3 PLOT DATE: 6/19/20 © 2020 FEH R GRAHAM Page 450 of 595 LANDSCAPE LEGEND LANDSCAPE PLAN - - - - - - - - - - - CEDAR VALLEY HOSPICE SITE DEVELOPMENT _ _ _ _ � - - - - - - - - - - - - - --- - - - - - - - - I / 1 ZONING: BR - BUSINESS/RESEARCH PARK DISTRICT LOT SIZE: 84,234 S.F. / 1 .934 ACRE / T GREEN SPACE PROVIDED: 40,150 SF (47.7%) T _ W =�� I I'WT JN`W W W GW'tWWW"►I WWIW ;W/�W�W����-W�����.TW�-��_WW_v��d_---_�����W�S��-�__--W—�=-4-.W'--W-T..-yWW-�-WWW-WW-��W=W W=-_W= �=�-_T---_:_�__-:W��W�=�W=�W-S=WW-�W--�W--��W�=���W�=- -�_ W_���� =T'W_WW_=—=—�_W�—'N\W•=—•=�_�_-,- �W •_-=W�-� City of Waterloo Planning, Programming and Zoning Commission July 11, 2017 1 1 — 1 - -Z T :ir Lot Designation Plan SAN MAR SAN W. SAN MARNAN DR W. MARNAN DR W. NAN DR W.SAN MARNAN W.SAN MARNAN DR coW. SAN MAR NAN DR z LU Y �rSrcCT 'rF x Q R 171 db Office/Medical/ ,N P RK DR R A T!0 p ., •Office/Medical PIZ FISHER DIS � 4 } /Office/Medical/ m Office/Medical FISHER OR Me a. x.o N Southeast Corner of Ansborough W E Avenue and West San Marnan Drive s' Site Plan Amendment 200 100 0 200 Cardinal Construction Feet L Page 452 of 595 CITY OF WATERLOO Council Communication Resolution approving an Early Access Agreement with A& T Trucking, LLC to allow earth-moving activities in preparation of development of the site south of 2280 Northeast Drive, and authorizing the Mayor and City Clerk to execute said document. City Council Meeting: 8/24/2020 Prepared: 8/20/2020 ATTACHMENTS: Description Type ❑ Early Access Agreement Backup Material Resolution approving an Early Access Agreement with A& T Trucking, SUBJECT: LLC to allow earth-moving activities in preparation of development of the site south of 2280 Northeast Drive, and authorizing the Mayor and Citv Clerk to execute said document. Submitted by: Submitted By:Noel Anderson. Community Planning& Development Director Recommended Action: Approve document A& T Trucking is planning to construct a 4,350 square foot trucking facility Summary Statement: south of 2280 Northeast Drive. They would like to begin dirt work as soon as possible so they are able to begin construction as soon as the site plan is approved. Expenditure Required: None Source of Funds: NA Policy Issue: Strategic goals 1, 2, and 4 for economic development of the area. Alternative: Not approve Lot 1, Northeast Industrial Park Plat No. 5, Waterloo, Black Hawk County, Legal Descriptions: Iowa, in accordance with the recorded plat thereof, containing 5.05 acres, and subject to easements and restrictions of record. Page 453 of 595 EARLY ACCESS AGREEMENT This Early Access Agreement(the "Agreement") is entered into as of , 2020, by and between the City of Waterloo, Iowa ("City"), and A &T Trucking(the "Company'). WHEREAS, City and Company are finalizing the terms of a development agreement concerning a project to be undertaken by Company on certain real property described or depicted on Exhibit"A" attached hereto (the "Property"), located in the Northeast Industrial Urban Renewal and Redevelopment Plan Area, and WHEREAS,the parties desire that Company have access to the Property to begin certain activities before the Property is conveyed to Company. NOW, THEREFORE, in consideration of the future transactions contemplated by the parties as described above, and in consideration of the mutual promises exchanged herein, the parties agree as follows: 1. City hereby grants to Company the right to enter upon the Property to begin development activities, including but not limited to surveying, grading and bringing fill dirt onto the property. The term of this Agreement shall be from the date hereof until the date that City delivers a deed to Company for the Property. Company's right to conduct its activities upon the Property are expressly made subject to prior receipt of applicable zoning, building, and other regulatory approvals. 2. Company shall, at its own expense, procure and maintain comprehensive public liability insurance in the amount of not less than $2,000,000 per occurrence. Such insurance shall cover liability arising from the acts or omissions of Company, its employees, contractors and agents, and shall protect the City, its officers, officials, employees, and agents, against any and all claims, damages, costs or expenses (including but not limited to reasonable attorneys' fees and expenses) arising from or in connection with injury or death to any person or persons, or loss of or damage to property, by reason of any casualty, accident or other occurrence on or about the Property during the term of this Agreement. Certificates or copies of said policies, naming the City as an additional insured, shall be delivered to City before Company, its employees, contractors, or agents, enter upon the Property for any purpose. 3. Company agrees to be responsible for any liability which may arise out of the acts or omissions of Company, its employees, agents and contractors, on or about the Property, and in said connection Company agrees to indemnify and hold harmless City, its officials, officers, employees and agents, from and against any and all claims, demands, actions, causes of action, damages, costs, fines, penalties, and liabilities of any type or nature whatsoever, including but not limited to reasonable attorneys' fees, arising out of said acts or omissions,whether sounding in law or equity, in tort or contract, by statute, or otherwise. The duties of Company under this paragraph shall survive the expiration or termination of this Agreement. i Page 454 of 595 i 4. If for any reason the contemplated sale and purchase of the Property between the parties is canceled or otherwise does not occur, then Company shall promptly remove from the Property all of its personal property and materials or debris that it has deposited on the Property during the term hereof and restore, as nearly as possible,the condition of the Property to that which existed upon Company's initial entry upon the Property hereunder, except as otherwise permitted by express written consent of City. S. Notwithstanding this Agreement, the parties agree to work cooperatively in good faith to finalize the terms of a development agreement in respect of the Property as expeditiously as possible. 6. The rights and duties of Company under this Agreement may not be assigned without the prior written consent of City. This Agreement is the entire agreement of the parties concerning the subject matter hereof. It may not be modified or amended without the prior written consent of the parties. This Agreement is binding on the parties and the respective successors and assigns of each. This Agreement may be executed in multiple counterparts, each of which, including signed counterparts transmitted by facsimile or other electronic means, shall be deemed an original and all of which together shall constitute one instrument. IN WITNESS WHEREOF,the parties hereto have executed this Early Access Agreement by their duly authorized representatives as of the date first set forth above. CITY OF WATERLOO, IOWA A & T Trucking By: By: �- Quentin M. Hart, Mayor Attest: Kelley Felchle, City Clerk 2 Page 455 of 595 EXHIBIT"A" Legal Description of Property Lot 1 Northeast Industrial Park No 5 Page 456 of 595 CITY OF WATERLOO Council Communication Resolution ordering the Waterloo Police to develop a new insignia. City Council Meeting: 8/24/2020 Prepared: ATTACHMENTS: Description Type ❑ Resolution as Proposed Backup Material ❑ Public Comment(1) Backup Material ❑ Public Comment(2) Backup Material ❑ Public Comment(3) Backup Material ❑ Public Comment(4) Backup Material ❑ Public Comment(5) Backup Material ❑ Public Comment(6) Backup Material ❑ Public Comment(7) Backup Material ❑ Public Comment(8) Backup Material ❑ Public Comment(9) Backup Material ❑ Public Comment(10) Backup Material ❑ Public Comment(11) Backup Material ❑ Public Comment(12) Backup Material ❑ Public Comment(13) Backup Material ❑ Public Comment(14) Backup Material ❑ Public Comment(15) Backup Material ❑ Public Comment(16) Backup Material ❑ WCHR Letter re: Griffin(17) Backup Material ❑ WCHR Letter Attachment(17a) Backup Material ❑ Public Comment(18) Backup Material ❑ Public Comment(19) Backup Material ❑ Public Comment(20) Backup Material ❑ Public Comment(21) Backup Material ❑ Public Comment(22) Backup Material ❑ Public Comment(23) Backup Material ❑ Public Comment(24) Backup Material ❑ Public Comment(25) Backup Material ❑ Public Comment(26) Backup Material ❑ Public Comment(27) Backup Material ❑ Public Comment(28) Backup Material ❑ Public Comment(29) Backup Material ❑ Attachment for Comment(29) Backup Material ❑ Public Comment(30) Backup Material ❑ Public Comment(3 1) Backup Material Page 457 of 595 ❑ Public Comment(32) Backup Material ❑ Public Comment(33) Backup Material ❑ Public Comment(34) Backup Material ❑ Public Comment(35) Backup Material ❑ Public Comment(36) Backup Material ❑ Public Comment(37) Backup Material ❑ Public Comment(38) Backup Material ❑ Public Comment(39) Backup Material ❑ Public Comment(40) Backup Material ❑ Public Comment(41) Backup Material ❑ Public Comment(42) Backup Material ❑ Public Comment(43) Backup Material ❑ Public Comment(44) Backup Material ❑ Public Comment(45) Backup Material ❑ Public Comment(46) Backup Material ❑ Public Comment(47) Backup Material ❑ Public Comment(48) Backup Material ❑ Public Comment(49) Backup Material ❑ Public Comment(50) Backup Material ❑ Public Comment(51) Backup Material ❑ Public Comment(52) Backup Material ❑ Public Comment(53) Backup Material ❑ Public Comment(54) Backup Material ❑ Public Comment(55) Backup Material ❑ Public Comment(56) Backup Material ❑ Public Comment(57) Backup Material ❑ Public Comment(58) Backup Material ❑ Public Comment(59) Backup Material ❑ Public Comment(60) Backup Material ❑ Public Comment(61) Backup Material ❑ Public Comment(62) Backup Material ❑ Public Comment(63) Backup Material ❑ Public Comment(64) Backup Material ❑ Courier Article --April 15, 1964 (65) Backup Material ❑ Public Comment(66) Backup Material ❑ Public Comment(67) Backup Material ❑ Public Comment(68) Backup Material ❑ Public Comment(69) Backup Material ❑ Public Comment(70) Backup Material ❑ Public Comment(71) Backup Material ❑ Public Comment(72) Backup Material SUBJECT: Resolution ordering the Waterloo Police to develop a new insignia. Submitted by: Submitted By: Jonathan Grieder, Ward 2 Council member Page 458 of 595 Page 459 of 595 RESOLUTION NO. 2020-XXX RESOLUTION ORDERING THE WATERLOO POLICE TO DEVELOP A NEW INSIGNIA. WHEREAS, the guiding mission of the Waterloo Police Department is to "committed to service, procedural justices, and the sanctity of human life," carrying out their duties "within a framework of service, uncompromising integrity, fiscal responsibility,professionalism, vigilance, and bias free conduct"; and WHEREAS, the overall purpose of law enforcement is to protect and serve the citizens and residents of the community which is built upon the bedrock of trust and integrity; and WHEREAS, the griffin insignia utilized by the Waterloo Police Department since its adoption in 1964 leaves many citizens and residents feeling uncomfortable and distrustful when dealing with the Waterloo Police Department; and WHEREAS, this discomfort and distrust can make the job of Waterloo law enforcement officers more difficult in carrying out their duties. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNICL OF THE CITY OF WATERLOO, IOWA, AS FOLLOWS: 1. That the current Waterloo Police Department insignia shall be removed from all city property and uniforms with all deliberate haste. 2. That a new insignia shall be designed incorporating citizen input through a rebranding process. 3. That the Waterloo Police Department shall identify a prudent, cost-effective method for removing the griffin insignia and rebranding the department. 4. That the new insignia shall be approved by the Waterloo City Council. PASSED AND ADOPTED this 24th day of August 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle City Clerk • 111+111111/ :'SPEER`O�. / c i 11 '1111���11}111111•• .����— Page 460 of 595 From: Kendra Wyatt To: QUENTIN HART; KELLEY FELCHLE;COUNCIL MEMBERS Subject: FW:Griffin debate Date: Tuesday,August 18,2020 4:00:42 PM -----Original Message----- From:Harold Tuchel<haroldtu@mchsi.com> Sent:Tuesday,August 18,2020 3:59 PM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:Griffin debate I have lived in Waterloo almost all my life.I am sick and tired of seeing shootings nearly every night and seeing felon with weapon.Then a few weeks later seeing the same felon arrested again,maybe even armed. The police haters fixate on this symbol yet will not tackle the problems of felon with gun or repeat offenders.It makes a nice SHOWBOAT but will accomplish NOTHING but waste city money.It's my personal opinion that the majority of this discord is brought on by police haters many of whom have criminal records.They will NEVER accept the police and law and order no matter what.They in my opinion want anarchy not order. Harold Tuchel This email has been checked for viruses by Avast antivirus software. hfts://www.avast.com/antivirus Page 461 of 595 From: Kendra Wyatt To: QUENTIN HART;KELLEY FELCHLE Subject: FW:Griffin Resolution Date: Thursday,August 20,2020 9:15:41 AM From: lisa jurgensen <jurgenlm@gmail.com> Sent:Thursday, August 20, 2020 7:54 AM To: Mayor<Mayor@WATERLOO-IA.ORG> Subject: Griffin Resolution Dear Mayor Hart, I am sharing the email that I've sent to all members of the Waterloo City Council regarding the resolution to remove the griffin from the Waterloo Police Department. My name is Lisa Jurgensen and I reside at 2157 Touchae Street, Waterloo. I am writing you to express my concern regarding the resolution to remove the griffin logo from the Waterloo Police Department. My husband has proudly served the Waterloo community as a member of the Waterloo Police Department for the past 11 years. Being the spouse of a police officer is not always an easy role. There are more times than I can count where my children and I have relinquished our time with him because the city needed him more. He has missed bedtimes, birthdays, school events, holidays, vacations, anniversaries and more because of his commitment and duty to the city of Waterloo. Nevertheless, my children and I are so proud of the man who walks out the door every day, wearing a badge adorned with a griffin, because we know he is fulfilling his calling to be a protector of the city we choose to reside in and call our own. We are equally proud of the Department he serves on, which is known and distinguished by the griffin. The griffin is known for guarding treasures and priceless possessions. In the Waterloo community our most priceless possessions are the people. The men and women of the Waterloo Police Department wear their patch with pride as they selflessly guard and protect the people in our great city. The symbolism of the griffin means a great deal to those who choose to wear it. The griffin and all it represents is deeply embedded into the hearts and souls of the brave officers who have served our city since the griffin was introduced in 1964. Many have retired wearing the griffin; some have died wearing the griffin. I am asking the members of city council to please consider what removing the existing griffin from the Waterloo Police Department will do to the morale of our city's officers and vote against the resolution. Let's show our officers and the families standing behind them that we support them, that we believe in them, and we are proud of their service to our city. Sincerely, Lisa Jurgensen Page 462 of 595 From: Kendra Wyatt To: QUENTIN HART; KELLEY FELCHLE;COUNCIL MEMBERS Subject: FW: Griffin Symbol Date: Wednesday,August 19,2020 4:30:51 PM -----Original Message----- From:Rhiannon Brenna<rhiannonl225@yahoo.com> Sent:Wednesday,August 19,2020 4:29 PM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:Griffin Symbol Dear Mayor of Waterloo: I am writing you today to plea with you to not remove the Griffin from the patch,uniform and cars of the Waterloo Police Department.As we all know,this is a time of change and growth for so many things in this world.It is definitely a time when certain things need to change to bring unity and peace among us. That being said,taking something that gives the officers of the Waterloo Police Department,past and present,pride is an unnecessary change.The symbol of the Griffin is not a symbol of power,hate or discrimination.It is a symbol of vigilance and strength. Something that every person that puts on that uniform needs as an officer of the Waterloo Police Department.With everything that is against police officers at this moment in time can we PLEASE just stand with them on this one thing that they are asking to keep?Even the Anti-Defamation League has made it clear that there are no ties between the Griffin and any Hate Groups. So I ask you to please,please put yourself in the shoes of these officer and listen to their plea.I stand with the WPPA,the Waterloo Police Department and the Griffin.I hope you will too. Sincerely, Rhiannon B. Sent from my iPhone Sent from my iPhone Page 463 of 595 From: Kendra Wyatt To: QUENTIN HART; KELLEY FELCHLE;COUNCIL MEMBERS Subject: FW: Keep the Griffin patch.............. Date: Wednesday,August 19,2020 8:23:53 AM From: Robert Camarata <rcace44@gcmuni.net> Sent: Wednesday, August 19, 2020 1:08 AM To: Mayor<Mayor@WATERLOO-IA.ORG> Subject: Keep the Griffin patch.............. Dear Mayor Quentin M. Hart: I'm writing to you in support of the Waterloo Police Departments Griffin uniform patch. That patch has been worn proudly and with the most honorable service by Waterloo's Police Officers since 1964. I served Waterloo as a Reserve Police Officer in the early 1970's, was a 57 year resident of Waterloo, a 37 year retiree from John Deere's, and in the early 70's wanted very much to wear the Griffin patch one day myself. That never happened for me,but I did serve many nights with Regular Police Officers who did wear it, and they wore it with great pride. Several took the time to explain to me what a Griffin was, and that it symbolized protection in ancient times, as it does today. Stripping that patch away because of the complaints of a few malcontents is a slap in the face for all who have served wearing the Griffin over the last 56 years. That includes three officers who gave their lives wearing the Griffin patch, Wayne Robert Rice (July 12, 1981), Michael Wayne Hoing (July 13, 1981), and more recently Adam Dean Liddle (October 29, 2015). Is it possible we have forgotten them? It's their patch too, they took a lot of pride in it, as their comrades' in arms do today,... and they deserve to keep it! Respectfully yours, jo&&t a. eawuna& Robert A. Camarata 18338 O.Avenue Grundy Center, Iowa 50638-8545 (319)824-5159 Page 464 of 595 From: Kendra Wyatt To: QUENTIN HART; KELLEY FELCHLE Subject: FW: Mayor Hart&City Council Memebers Date: Wednesday,August 19,2020 2:59:33 PM -----Original Message----- From:Amy Rasmussen<akgram26@mchsi.com> Sent:Wednesday,August 19,2020 2:52 PM To: Sharon Juon<Sharon.Juon@WATERLOO-IA.ORG>;Dave Boesen<Dave.Boesen@WATERLOO-IA.ORG>; Margaret Klein<Margaret.Klein@WATERLOO-IA.ORG>;Jonathan Grieder<Jonathan.Grieder@WATERLOO- IA.ORG>;Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG>;Jerome Amos Jr <Jerome.Amos@WATERLOO-IA.ORG>;Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG>;Mayor <Mayor@WATERLOO-IA.ORG> Subject:Mayor Hart&City Council Memebers Hello Mayor Hart and our City Council Members– I am writing today to voice my opinion on the proposed removal of the WPD Griffin. I have been a life long resident of Waterloo.My husband and I have three children whom we are raising here as well. I'm also blessed to be married to a Waterloo Police Officer,SGT.Michael Rasmussen,who has proudly served our city for 20 plus years. He has continued to wear that uniform day in and day out to keep not only us safe but also to keep YOU& YOUR Families safe. He is proud to be a Police Officer and has truly loved doing this work that God has led him to do. Removing the Griffin will have a negative impact on our department that serves our community. Yesterday,my husband took the time to post on Facebook sharing what the meaning behind the Griffin and how it originated. As of now this post has been shared 328 times and has 298 comments on his original post...not to mention all of the others that have shared this same post. My husband has made it public so I would encourage you all to find his page— Michael Lyn(is his user name)and you will be able to read the comments yourself. This is NOT what our community needs right now. Law Enforcement has been under attack for months locally& I'm afraid this will only make the morale lower then it is at this point.The cost of changing the Griffin is going to be huge and personally I think we have more important issues at hand than this. Please stop and listen to the Men and Women who wear this Griffin proudly,listen to your citizens of Waterloo and more importantly educate yourself on the history behind the Griffin. I look forward to hearing back from you on this matter. Sincerely, Amy Rasmussen 1039 Sheridan Road Waterloo Page 465 of 595 319-239-3342 Page 466 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: Removing the Griffin Symbol Date: Thursday,August 20,2020 3:39:14 PM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Thursday, August 20, 2020 12:36 PM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@WATERLOO-IA.ORG> Subject: FW: Removing the Griffin Symbol From:John Beckman <imackb(@mchsi.com> Sent:Thursday, August 20, 2020 11:56 AM To: Mayor<Mayor(@WATERLOO-IA.ORG>; Sharon Juon <Sharon.Juon(@WATERLOO-IA.ORG>; Dave Boesen <Dave.BoesenCcDWATERL00-IA.ORG>; Margaret Klein <Margaret.Klein C@WATERL00- IA.ORG>;Jonathan Grieder<Jonathan.Grieder(@WATERLOO-IA.ORG>; Pat Morrissey <Pat.Morrissey(@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.Amos(@WATERL00-IA.ORG>; Ray Feuss<Ray.Feuss(@WATERLOO-IA.ORG> Subject: Removing the Griffin Symbol Dear Honorable Mayor Hart and City Council Members, My name is John Beckman. I live in Ward One at 3396 West Ridge Drive. I am led to believe that an agenda item concerning the removal of the Griffin symbol from the Waterloo Police Department will be presented to the City Council during your upcoming meeting on August 24, 2020. This matter is being brought forth by a small group of persons whom have issue with the Griffin symbol, in essence, likening it to a Confederate flag or statue or, as a symbol of hate. These characterizations are the furthest thing from the truth. If you were to Google "Origins of the Griffin symbol" you would find a frequently asked question of"Is a Griffin evil?" The reply to this question is; "A griffin (or gryphon) is a chimeric creature, part eagle and part lion. With incredible strength, unfailing protective instincts, and a zero-tolerance policy against evil, it is the superhero of mythological creatures. No villain can mess with the griffin!May 23, 2017 The underlined characteristics described above are the same qualities that one would expect from their law enforcement agency/officers. Seems rather fitting that the Waterloo Police Department chose this symbol. This same group has presented a number of"policy suggestions" that should be considered by city government to address the systemic oppression of African Americans in Waterloo. This statement appeared in a Guest Column in the August 5, Page 467 of 595 2020 Courier newspaper. can support some of the "policy suggestions" this group has presented; but I believe it is a waste of your, and this group's time and energy to pursue the removal of the Griffin symbol, a symbol that represents protection, not oppression. There are so many more important issues that need to be addressed and resolved. Therefore, I respectfully ask that the City Council resist any effort to remove the Griffin from the Waterloo Police Department. Thank you in advance for your thoughtful consideration to my request. Sincerely, John Beckman August 20, 2020 Page 468 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW:Save the Griffin! Date: Thursday,August 20,2020 3:39:14 PM -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Thursday,August 20,2020 3:01 PM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@ WATERLOO-IA.ORG> Subject:FW: Save the Griffin! -----Original Message----- From:Jim Rice<teamriceracing@gmail.com> Sent:Thursday,August 20,2020 2:59 PM To:Mayor<Mayor@WATERLOO-IA.ORG>;Joel Fitzgerald<policechief@waterloopolice.com>;Dave Boesen <Dave.Boesen@WATERLOO-IA.ORG>;Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>;Jonathan Grieder<Jonathan.Grieder@WATERLOO-IA.ORG>;Margaret Klein<Margaret.Klein@WATERLOO-IA.ORG>; Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG>;Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG>; Sharon Juon<Sharon.Juon@WATERLOO-IA.ORG> Subject: Save the Griffin! I am writing you to for obvious reasons.The Waterloo badge means a lot to me.My father wore that patch.He died with it on his shoulder.There is nothing racist about that patch and ethic boards have backed that up. These Men and Women go to work every day not knowing if they'll be coming home.And it's not just the ones on the streets,it's the ones behind a desk,the dispatchers,and their families take great pride with that on their shoulder. I would like to know the cost to change it and who's fitting the bill if you do change it.It's not just a couple patches. You have to redo all the uniforms,vehicles,IDs,letterheads,signage,and anything then with the Griffin.This isn't a$10 change.Yet some of you want to cut their budget?Don't you think the money spent to change it could be better spent on more positive things within the department and community?More outreach programs,more training, more education with young children. I hope you read this and think about your positions on this. Jim Rice 1637 Heath st Waterloo,Iowa 319-230-3034 TeamRiceRacing@gmail.com Page 469 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW:Waterloo Iowa Police Patch Date: Thursday,August 20,2020 3:39:15 PM From: Larry Coffin <Iarrycoffin2Prnac.com> Sent:Thursday, August 20, 2020 3:12 PM To: Mayor<Mayor(@WATERL00-IA.ORG> Subject: Waterloo Iowa Police Patch Dear Mayor Hart, It is with heavy heart that I write to you. I am a retired Waterloo Police Officer and remember when Chief Robert Wright was in the process of finding a new patch for the Waterloo Police Officer's uniform. He and his fellow officers worked hard in finding one that would first of all make Waterloo, the city, stand out as a symbol of Protecting with Vigilance, the citizens of Waterloo. Protecting and serving the most important part of the city, The People/Citizens,All the people and citizens! After many hours of research they decided on the Griffin..please see this website: https.11m tv hologunet/mythical-creatures/gri-in/. The Griffin is not a Dragon,far from it. The Griffin combines the best trait of The Eagle and the Lion. It is a protector from evil. Page 470 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: Changes to WPD Date: Friday,August 21,2020 8:35:06 AM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Friday, August 21, 2020 8:26 AM To: KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: FW: Changes to WPD From:Tim Hurley<tihkem(@mediacombb.net> Sent:Thursday, August 20, 2020 7:54 PM To: Mayor<Mayor(@WATERL00-IA.ORG>; QUENTIN HART<0UENTIN.HART(@WATERLOO-IA.0RG>; Sharon Juon <Sharon.JuonPWATERL00-IA.ORG>; Dave Boesen <Dave.BoesenC@WATERL00- IA.ORG>; Margaret Klein <Margaret.Klein(@WATERLOO-IA.ORG>;Jonathan Grieder <Jonathan.Grieder(@WATERL00-IA.ORG>; Pat Morrissey<Pat.Morrissey(@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.AmosCcDWATERL00-IA.ORG>; Ray Feuss<Ra�.Feuss(@WATERLC0-IA.ORG> Cc: iatjennings<iatjenningsl@mchsi.com>;policechief(@waterloopolice.com Subject: Changes to WPD Council members: please get off the backs and out of the way of our police department. Have a work session on what you might do/change/promote that strengthens the WPD, trains it more thoroughly, equips it more effectively and highlights the every day good they do for Waterloo citizens. -Ordering the change of the Waterloo Police Department insignia. NO! -Banning the use of facial recognition analysis in Waterloo. NO! -Prohibiting the police from applying for surplus military equipment and requiring the disposal of any equipment previously received. NO! -Restricting the use of non-lethal force on "protesters NO! Tim Hurley P.S. I just had a lousy meal outdoors at what has become my wife's and my favorite restaurant in downtown Waterloo. What made it lousy? The waiter running around like a kindergarten teacher on the 1st day of school reminding us, almost scolding us, for not having a mask on for 10 seconds per the "new City mandate". Thank you for that. Get out of business you have no business being in. We wear masks wherever we go; we don't need city government to tell us what is common sense. We're not dumb, stupid, arrogant or selfish. We are as aware of other's well-being as anyone. We don't need government elites to guide us along the path of life. Please get back to police, fire, streets, sewer, parks, economic development, balanced budgets and restoring the cash reserves to a 6 month operating level. Page 471 of 595 From: KELLEY FELCHLE To: Nancy High Subject: FW: Save the Griffin! Date: Friday,August 21,2020 8:36:06 AM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Friday, August 21, 2020 8:31 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: FW: Save the Griffin! From:Jim Rice<teamriceracing(@gmail.com> Sent:Thursday, August 20, 2020 9:41 PM To: Dave Boesen <Dave.Boesen(@WATERLOO-IA.ORG>;Jerome Amos Jr <Jerome.Amos(@WATERLOO-IA.ORG>;Jonathan Grieder<Jonathan.Grieder(@WATERLOO-IA.ORG>; Margaret Klein <Margaret.Klein(@WATERLOO-IA.ORG>; Pat Morrissey<Pat.Morrissey(cDWATERL00- IA.ORG>; Ray Feuss<Ray.Feuss(cDWATERLOO-IA.ORG>; Sharon Juon <Sharon.Juon(@WATERLOO- IA.ORG>; Mayor<Mayor(@WATERLOO-IA.ORG>;Joel Fitzgerald <policechief(@waterloopolice.com> Subject: Fwd: Save the Griffin! Jim Begin forwarded message: From: Jim Rice <teamriceracing&gmail.com> Date: August 20, 2020 at 21:12:41 CDT To: Jim Rice <teamriceracing&gmail.com> Cc: Quentin Hart<maor(&,waterloo-ia.org>, Joel Fitzgerald <tiolicechief cnio.waterloopolice.com>, Dave Boesen<dave.boesen(c�r�,waterloo- ia.or�>, Jerome Amos <ierome.amos&waterloo-ia.org>, Jonathan Grieder <jonathan.griedern_waterloo-ia.org>, Margaret Kline<margaret.kleinnwaterloo- ia.or >, Pat Morrissey<pat.morrissey&waterloo-ia.org>, Ray Feuss <ray.feuss(cowaterloo-ia.org>, Sharon Juon<sharon.juon cnr waterloo-ia.org> Subject: Re: Save the Griffin! Since I've only heard from only a couple of you, Which tells me you're not listening, I invite every one of you to my Father's grave, stand above it with me and say his badge isn't worth saving. That you're going to let a few over rule a majority of a department and citizens that want it saved. That how we welcome a new chief? Drive a wedge between him, the city Mayor, the Council, and the officers, dispatchers, city workers and and even fire and medical departments that have reached out to me? I feel bad for Dr Fitzgerald to be honest, he took this job and instantly gets pushed into chaos. Give him a chance to make improvements before such a drastic measure. Mr Morrissey, I'm calling you out on this now. Page 472 of 595 Since you felt and I quote "it resembles"KKK, your band also "resembles" it. With enough imagination we can say Pete the Dragon resembles it too. Your mouth said it now stand by it. You going to continue to be part of something that "resembles"KKK or you going to make more lame excuses because your mouth wrote a check it can't cash. Griffin was was founded long before your"clan"with a"c", try about 2nd millennium in Mediterranean before it spread to Asia, Europe and the rest of the world. Better read up on your history before you open your mouth. I don't want to be hateful but for someone to claim one thing, then make an excuse for something so similar is nothing but being a hypocrite! And from someone who used this department so much for HIS job because he was "scared" and needed"protection"you had no issues then. Want me to publish records of calls for you to remind you? For the rest of you, you should be ashamed that you're letting this happen and spending tax payer money when you claim budgets are so tight and refuse to even give estimates at the cost of what it'll take to change it,but yet going to make a vote on it! You have become the definition of politics. As Mayor Hart once said"there is nothing racist about it" and better yet and this is what gained my upmost respect for him......you are embarrassing this community". It's never been more true. Go back and read my original email and think it over. Look at what I suggest. More training, more community out reach, more education. Positive things that funds should be spent on. Waterloo should and could be an example for this nation of rather than dividing we use our resources wisely and move together as a community. But let's not waste money where it shouldn't be. Tonight I will sleep just fine knowing I stand for the majority and knowing I stood up for my Father's legacy under the Griffin. Thank you for listening yet again. "We must learn to live together as brothers or perish together as fools" Jim Rice On Aug 20, 2020, at 14:58, Jim Rice <teamriceracing&gmail.com> wrote: I am writing you to for obvious reasons. The Waterloo badge means a lot to me. My father wore that patch. He died with it on his shoulder. There is nothing racist about that patch and ethic boards have backed that up. These Men and Women go to work every day not knowing if they'll be coming home. And it's not just the ones on the streets, it's the ones behind a desk, the dispatchers, and their families take great pride with that on their shoulder. I would like to know the cost to change it and who's fitting the bill if Page 473 of 595 you do change it. It's not just a couple patches. You have to redo all the uniforms, vehicles, IDs, letterheads, signage, and anything then with the Griffin. This isn't a$10 change. Yet some of you want to cut their budget? Don't you think the money spent to change it could be better spent on more positive things within the department and community? More outreach programs, more training, more education with young children. I hope you read this and think about your positions on this. Jim Rice 1637 Heath st Waterloo, Iowa 319-230-3034 TeamRiceRacingggm� ail.com Page 474 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW:Waterloo Police Department Logo Date: Friday,August 21,2020 8:36:29 AM -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Friday,August 21,2020 8:36 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@ WATERLOO-IA.ORG> Subject:FW:Waterloo Police Department Logo -----Original Message----- From:Jeff and Pam<hockeyb2029@mchsi.com> Sent:Friday,August 21,2020 8:04 AM To: Sharon Juon<Sharon.Juon@WATERLOO-IA.ORG>;Dave Boesen<Dave.Boesen@WATERLOO-IA.ORG>; Jonathan Grieder<Jonathan.Grieder@WATERLOO-IA.ORG>;Pat Morrissey<Pat.Morrissey@WATERLOO- IA.ORG>;Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>;Ray Feuss<Ray.Feuss@WATERLOO- IA.ORG>;Margaret Klein<Margaret.Klein@WATERLOO-IA.ORG>;Mayor<Mayor@WATERLOO-IA.ORG>; hockeyb2029@mchsi.com Subject:Waterloo Police Department Logo To the Mayor and members of the Waterloo,Iowa City Council, I see no reason for the Waterloo City Council to spend any personnel or financial resources to discuss the elimination of the"Griffin",the mythological symbol of vigilance from the Waterloo Police Department.With our current budget issues and Covid-19 issues,we have enough on our plate. The money spent on rebranding the police department would be better used to provide additional training to the officers or lower taxes.This is cancel culture at its finest.If you don't like something you claim it is offensive and fight to remove it or tear it down.I would be willing to bet that anyone in this city that favors removal of this symbol after 50 plus years of existence has had a negative experience with the law and has a chip on their shoulder concerning WPD. When you look at how much division exists in Portland,Seattle,Minneapolis,Chicago,Kansas City,New York and many other cities across this country,you realize that we have it pretty darn good in Waterloo,Iowa. It appears that we're out beating the bushes looking for a reason to create a divisive environment between the community and the fine officers of the Waterloo Police Department and the community that supports them. We don't need this,the community doesn't need this and the citizens don't need this. Please end the discussion now and leave the logo alone as it's represented the city for over 50 years. Thank you very much for your time and consideration. Jeff Kutz 4827 Edgebrook Drive Waterloo,Iowa 50701 Page 475 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: Removing the Griffin Symbol Date: Friday,August 21,2020 8:58:47 AM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Friday, August 21, 2020 8:39 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@WATERLOO-IA.ORG> Subject: FW: Removing the Griffin Symbol From: iatiennings(@mchsi.com <iatiennings(cDmchsi.com> Sent: Friday, August 21, 2020 8:28 AM To: Mayor<MayorPWATERL00-IA.0RG>; Sharon Juon <Sharon.Juon(cDWATERLOO-IA.ORG>; Dave Boesen <Dave.Boesen(@WATERL00-IA.ORG>; Margaret Klein <Margaret.Klein(@WATERL00-IA.ORG> Cc:Jonathan Grieder<Jonathan.Grieder(cDWATERL00-IA.ORG>; Pat Morrissey <Pat.MorrisseyPWATERL00-IA.ORG>; Jerome Amos Jr<Jerome.Amos(@WATERL00-IA.0RG>; Ray Feuss<Ray.Feuss(cDWATERL00-IA.ORG> Subject: RE: Removing the Griffin Symbol August 20, 2020, Honorable Mayor Hart, Honorable Council Member Sharon Juon, Honorable Council Member Dave Boesen, Honorable Council Member Margaret Klein; City of Waterloo 715 Mulberry Street Waterloo, Iowa 50704 Dear Honorable Mayor, Council Members; I would like to respond to the letter of August 5, 2020 in the Waterloo Courier by LaTonya Graves "What Change looks like in Waterloo." I served as the Chief of Police of Waterloo from November 2000 until I retired January 2010. 1 still currently live in Ward One in the City of Waterloo. During my tenure, I continued what was started before me to work to build positive relationships with the Community to include the African-American community, along with current members of the department and those members from past administrations. I took over Chief Koehrsen's radio program and had my own talk show on KBBG radio with the late Lou Porter and with Deborah Berry. I took calls from the public with questions of concern or to inform the community as to what was taking place in our community. During my tenure I invited University of Northern Iowa history professor John Baskerville to talk with the entire department about the relation between the police Page 476 of 595 department and the Black community. This history lesson given to the department by John Baskerville was well received by members of the department and gave them a better understanding of where we have been. We also reached out to the Black Hawk County NAACP, with the help of Cliff Cooney and Jim Day were able to set up Study groups that continued a dialog between the community and the entire police department so that we all would have a better understanding of each other. Waterloo without a doubt is a diverse community and we invited ALL members to the table for a discussion about how we can become closer. We engaged with Neighborhood Associations to better understand their needs. We worked with Anna Mae Weems, who secured funding for the department, that allowed Officers from the department to attend Urban Potential style training. Bringing together police officers, business leaders, minority leaders and religious leaders to discuss in an open forum issues that affected all of us. We started a Citizens Academy and encouraged members of the community to go through a short version of the training individuals receive to become a police officer. Exposing to them many of the tactics we use to protect the community and ourselves. By doing so, our hope was to explain why officers need to take certain actions to protect themselves and the community. I have lived and worked in Waterloo my entire life, working for the City of Waterloo as a police officer for thirty-five (35) plus years. I still recall the day a group came to my office over their concern of the KKK Dragon being used by the Waterloo Police Department. I cannot describe the surprise I had by this statement, as in all my years in this community no one had ever expressed that concern to me. I produced for this group a brochure explaining what former Police Chief Robert Wright and Waterloo Courier artists, Jack Bender, had in mind when designing the patch back in 1964. 1 am confused as to why the GRIFFIN is even an issue today. We worked very hard to recruit individuals to join the department and make a difference in this community. The one question put forth to me over the years, "Why are there not more Black Officers on the Department." The truth of the matter, we cannot hire people of color if they do not apply. Our recruiting efforts both locally and out of town failed. We reached out to a number of groups to help in recruiting a diverse group of recruits, again we failed. There is no doubt in my mind, that although we have started the process to better understand each other, we have a long way to go and in fact this must be a continuing effort between the police and this community. For some in this community to project wrong information, after being informed of the truth behind the patch is just wrong. For some to belong to organizations that use the Griffin, yet criticize the department for its use, is just wrong. It's time to stop making up false claims, educate each other as to what is expected from each other to provide a safe community in which to live, work and play. Let's Page 477 of 595 move on and stop repeating false information that simply is not true. I'm thinking in today's world there are more important issues this city should be addressing like providing adequate Police and Fire protection, than what patch is being used by the police department. And finally, let me end with a quote from Mark Twain, " A lie can travel half way around the world while the truth is still putting on its shoes." Sincerely; Thomas J. Jennings, Chief of Police, Retired This email has been checked for viruses by Avast antivirus software. www.avast.com Page 478 of 595 have been learning, with extreme interest, of the proposal to discontinue the i°Griffin" patch from the police officers uniforms. My first question is this: In consideration of the reason the patch was initially placed into use, why in the name of common sense would you wish to remove it when it means so much to the police department and i°all" of your officers? My second question is: This patch is in no way a racist one, and instead it sets the bar for morals, pride, integrity and personal standards that "any" replacement will never be able to match. So why would you take away this pride and the resulting moral destabilizing effect upon the officers? challenge you all to deeply consider what effect you will have by this change because it means so terribly much to so many! Yes - if you ask, I am a retired officer and wore the Griffin with pride and integrity for 22 years. I considered the Griffin my constant friend, still do. May God be in your hearts as you make these decisions and 1 pray you do the right decision! Bill W. Trammell Page 479 of 595 Keep the "Griffin" As many things are coming under fire in our society, Waterloo is no exception. The recent discussion of removal of the "Griffin" on the Waterloo Police Department's patch, a patch I proudly wore for nearly eighteen years, appears on the chopping block. What concerns me with this possible removal and interpretation of the "Griffin,' since when can people impose their interpretation on what another person's intended meaning is? This is also a problem plaguing society was a whole. When an author, painter, or sculptor create their book, picture, or finished piece, it is their meaning that is implied to their creation. Their meaning matters, not what someone else thinks the meaning should be. The heritage of the "Griffin," has been documented and discussed in other forums, so I will not be redundant. However, if you ever visit the Law Enforcement Officers Memorial in Washington D.C., you see the lion proudly displayed throughout the grounds. And the eagle, one of our nation's symbols, the two combined together represent the character of our nation's law enforcement officers at all levels of government, especially those who have given their lives to defending our society. Another example, the Bible. The Bible, as I believe, is God's word. There are interpretations of God's word, but it is still God's word. The "Griffin," is a griffin, not a dragon causing the police to violate other peoples' rights. The "Griffin" is a symbol of Waterloo Police Department and their commitment to protecting the citizens of Waterloo, Iowa. Yes, there are bad apples in the barrel. Law enforcement is no different from any other occupation. However, consider this: there are approximately 800,000 sworn law enforcement officers in the United States, policing to a population of over 330,000,000 citizens. Law enforcement officers comprise 0.24 percent of the population they serve. Add to this the millions of daily contacts between the police and the public and the stress imposed serving and protecting the public. They need our support, now more than ever, not condemnation. Keep the "Griffin," to so show public support of fine officers, past and present, of the Waterloo Police Department. Sincerely, Michael J. O'Connor Page 480 of 595 From: Kendra Wyatt To: QUENTIN HART; KELLEY FELCHLE; Nancy High Subject: FW:Waterloo Police Griffin Date: Friday,August 21,2020 12:59:44 PM From:Travis Hoing<hoing.travis.j@gmail.com> Sent: Friday, August 21, 2020 12:03 PM To: Sharon Juon <Sharon.Juon@WATERLOO-IA.ORG>; Dave Boesen <Dave.Boesen@WATERLOO- IA.ORG>; Margaret Klein <Margaret.Klein @WATERLOO-IA.ORG>;Jonathan Grieder <Jonathan.Grieder@WATERLOO-IA.ORG>; Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>; Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG>; Mayor<Mayor@WATERLOO-IA.ORG>; policechief@waterloopolice.com Subject:Waterloo Police Griffin Mr Mayor, City Council members of Waterloo and Chief Fitzgerald, I would venture to guess most of you know me and all of you should know my name. I am Travis Hoing, youngest son of Officer Michael Wayne Hoing who died protecting each one of you on June 13th, 1981. Now over the years, I have gotten to know so many of Waterloo's finest, not to mention their spouses. I've become great friends with many current officers, some I've met in passing, some who have gone out of their way to introduce themselves to me, some I grew up with and even one I babysat when he was growing up. I've known many of our dispatchers most of my life. I've even become great friends with a retired Waterloo officer who was my father's best friend.The same officer who was the first on the scene that fateful night, the officer who caught my dad as he fell into his arms. See, to me, the City of Waterloo is great. It's home. I haven't always lived here, but it's always been home, and the city has generally been supportive of my family. The Waterloo Police Department is family and I take great offense when people mess with my family, which is exactly what you are doing. I will not go over the history of the patch. Each of you should know that history. You should also know that a red griffin with green eyes looks nothing like a black dragon that the KKK, which has never been prevalent in Waterloo, uses. It has already been pointed out that Councilman Morrissey uses a VERY similar looking symbol in his Scottish band. Now, I have no problem with his band. I love Irish and Scottish music. However, if a patch worn by police is racist,then it would mean a strikingly similar looking symbol is also racist. Yet, Councilman Morrissey brushed that off.The quote he made was"If someone wants to say there is a similarity to it,they don't even know what they are talking about," Morrissey said. "It's a symbol that was present over in Scotland that is being used by us. ...There was nothing other than a depiction of a Scottish tartan and clan symbol.Scottish." Wait a minute, so if someone compares that symbol to the griffin the Waterloo Police Department uses, which are more similar than the KKK black dragon,they don't know what they're talking about, but comparing a red griffin to a black dragon is OK? Councilman Morrissey, quite frankly, that's absurd and ignorant of you to even say. I showed all three pictures, the griffin, your band logo and the KKK black dragon to a co-worker in another state. Care to guess which ones he said looked alike, but I guess highly educated people do not know what they are talking about. Councilman Morrissey, I ask a logical question. What is the cost of rebranding a police department YOU want to defund going to cost? Has the council considered that?Who will foot the cost of this change? I've heard rumors of it costing upwards of$80,000 just for uniforms and that doesn't include vehicles, training facilities, letterhead or anything else I'm missing. Can the citizens of Waterloo afford this during and following a pandemic? Does the city suddenly have a plethora of excess funds sitting around for something that is likely to cost close to a quarter of a million dollars? Page 481 of 595 Now I ask what else a quarter of a million dollars could do for the police department? How about additional training. De-escalation training, mental health training, diversity training, hand to hand combat training, non-lethal force training and so much more. While I'm not a fan of this man, Richard Nixon once said "if a vocal minority, however fervent its cause, prevails over reason and the will of the majority,this nation has no future as a free society." The country is failing right now because the minority is prevailing over the majority and that's what the symbol of the Waterloo Police Department is about. You, as city leaders are failing your people by focusing on this issue rather than addressing it and explaining to your constituents that there is no correlation between a red griffin and a black dragon, nor is there any correlation between the KKK and the Waterloo Police Department. Educate your constituents. People have died wearing this patch. People have bled wearing this patch and if you're going to give in to the cancel culture we now live in, then you may as well ban Councilman Morrissey's band for having a racist symbol. You may as well ban anything that someone says offends them regardless of what it is.That's what is going to happen. You ban a harmless patch and now you will deal with people wanting rainbow flags, LGBTQ bars, Black Lives Matter, Irishfest, Pridefest, churches and a whole host of other things banned simply because someone will say they're offensive and that would suddenly be your job to address because you set the precedent for it. I'd love to speak at your council meeting, but I can't as I'm not a Waterloo citizen, but I do work in Waterloo. I do spend money in Waterloo and the Waterloo PD is my family. I would suggest everyone mask up and stop hiding behind computers. Come and face your constituents face to face. You'll have officers there, spouses there, dispatchers there, sheriff's deputies, retiree's and non- police involved citizens all with a voice on this. Do not let them minority dictate your actions. I'll leave you with words not many know.They are the last words my father ever spoke as relayed by the late James Michael Taylor. "Oh God Man, don't do it, I have a family."This is my family and I'm asking you not to do it. I hope this message reaches you and I hope you listen to the people you took an oath to serve. Travis Hoing Page 482 of 595 From: Kendra Wyatt To: QUENTIN HART;Margaret Klein;Jonathan Grieder; KELLEY FELCHLE; Nancy High Subject: FW: Date: Friday,August 21,2020 1:39:31 PM Attachments: ATT0000I.txt -----Original Message----- From:3194644559@mms.uscc.net<3194644559@mms.uscc.net> Sent:Friday,August 21,2020 1:36 PM To:Mayor<Mayor@WATERLOO-IA.ORG>; sharon.juan@waterloo-ia.org;dave.boesen@wayerloo-ia.org; patmorressey@waterloo-ia.org;Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>;Ray Feuss <Ray.Feuss@WATERLOO-IA.ORG> Subject: I want to support the Waterloo Police Department. Please vote to retain the current police emblem!! There is no KKK connection or racial connection to that ensignia. Please don't be bullied into making this change.. Page 483 of 595 From: KELLEY FELCHLE To: COUNCIL MEMBERS;QUENTIN HART Cc: Nancy Hiabv Subject: FW:WCHR Letter re:Griffin Date: Friday,August 21,2020 2:09:05 PM Attachments: GriffinWCHR.pdf Mayor and Council, Please see the attached letter from the Human Rights Commission. Kelley Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � . From: ABRAHAM FUNCHESS<ABRAHAM.FUNCH ESS@WATERLOO-IA.ORG> Sent: Friday, August 21, 2020 2:03 PM To: KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Cc: SHELLY BURCH <SHELLY.BURCH@WATERLOO-IA.ORG> Subject: WCHR Letter re: Griffin Hi Kelley, Please find attachment. The Commission will have representative(s) present at City Council meeting on Monday, August 24. A commissioner will read our letter into the record. Thank you, Abraham L. Funchess, Jr. Director, Waterloo Commission on Human Rlghts Page 484 of 595 CITY OF WATERLOO, IOWA WATERLOO COMMISSION ON HUMAN RIGHTS 620 Mulberry Street . Waterloo, IA 50703 . (319) 291-4441 Fax (319) 291-4295 0: Honorable Mayor Hart and City Council • FROM: Waterloo Commission on Human Rights RE: Removal of Griffin Symbol from Police Cars, Uniforms and Paraphernalia DATE: August 20, 2020 The Griffin symbol needs to be retired. Commonly associated with strength in war, this archaic symbol is at odds with community policing at its best, which is not to be an occupying force, but rather to serve as guardians of the common good. And this statement should not be interpreted as an attack on the city of Waterloo or our outstanding members of law enforcement. We have no interest in debating the intention behind the symbol's creation; instead, we would like to address the impact this symbolism has had - and continues to have - on many of our community residents in Waterloo. First, the Griffin is a mythological creature with the head and majestic wings of an eagle and back paws and tail of a lion. The creature on the current badge has been modified from the historically accepted character. The wings are not of an eagle and it clearly does not have the paws of a lion as it has talons, like a dragon, but not just any dragon. Waterloo's "Griffin" is eerily similar to a symbol of hatred and racial animus. Thus, the Griffin symbol for many is representative of feelings and mindsets that were opposed to inclusion and integration and harmonious community. Secondly,this symbol and its symbolism were introduced and implemented duringthe Civil Rights Era (1964) when monuments of confederate generals were commissioned to honor them, even though the Confederates lost the war.This symbol emerged during a period of social and political unrest that many have either forgotten or never learned about. Riots and civil unrest erupted in Waterloo. African American residents were subjected to intimidation, racial taunts, violence, and ostracism in business and society behind this symbol and all of its meanings. This'is not a new discussion. Every generation since 1964 has had the same concern. This symbol evokes feelings of fear and distrust of law enforcement. Due to this kind of unsavory history tied to this symbol combined with the wayward and impetuous actions of some of Waterloo's officers and/or leadership, millions of dollars in damages have been paid out to African American residents in the last decade alone. The Waterloo Commission on Human Rights formally requests that the Waterloo City Council and Waterloo Police Department retire the current police symbol and replace the symbol with one more representative of the values of community, diversity and inclusion. Respectfully, Waterloo Commission on Human Rights CITY WEBSITE: www.cityofwaterlooia.com Page 485 of 595 From: Kendra Wyatt To: QUENTIN HART; KELLEY FELCHLE; Nancy Higby Subject: FW: WPD patch Date: Friday,August 21,2020 3:07:10 PM -----Original Message----- From:pillackl23@mchsi.com<pillackl23@mchsi.com> Sent:Friday,August 21,2020 3:04 PM To:Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG>;Margaret Klein<Margaret.Klein@WATERLOO-IA.ORG>; Sharon Juon<Sharon.Juon@WATERLOO-IA.ORG>;Dave Boesen<Dave.Boesen@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>;Jonathan Grieder<Jonathan.Grieder@WATERLOO- IA.ORG>;Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG> Cc:Mayor<Mayor@WATERLOO-IA.ORG>;policechief@waterloopolice.com Subject:WPD patch I retired from the Waterloo Police Department in 2014 after 35 years of service.I am proud of my service to the citizens of Waterloo.I am writing to ask that you NOT SUPPORT the changing of the Waterloo Police Department patch. The Griffin is a Greek Mythological animal symbolizing vigilance,which means to act as a guardian to our priceless possessions.The WPD patch is to symbolize the Waterloo Police protecting its priceless possessions,the citizens of Waterloo. A tradition of police is to trade patches with officers from other departments.I have gone to conferences all over the U.S.and other officers rave about how unique our patch is.Please allow the current officers to continue to wear it. If you have any questions please contact me.Thank you for your time. Tim Pillack 547 Brentwood Avenue Waterloo,IA 50701 319-269-6656 Page 486 of 595 From: Kendra Wyatt To: QUENTIN HART;KELLEY FELCHLE; Nancy High; COUNCIL MEMBERS Subject: FW: Police insignia-Griffin Date: Friday,August 21,2020 3:17:47 PM -----Original Message----- From:Dennis Willer<willerathome@aol.com> Sent:Friday,August 21,2020 3:14 PM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:Police insignia-Griffin I write to ask you to support our police and their insignia which includes the griffin This was thoroughly investigated and is not the"alleged"KKK sign! It represents strength and protection which is what Waterloo PD stand for.Our city should never join the"cancel"culture who target anything that"they"don't think is right!! Educate everyone but please don't knuckle under to a few! We need to support our police now more than ever before! Thank you for listening.I e-mailed my feelings to my ward councilman as well. Kathy Willer, 146 Lichty Blvd,Waterloo 50702 Sent from my iPhone Page 487 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: WPD patch Date: Monday,August 24,2020 8:54:13 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Friday,August 21,2020 3:07 PM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>;Nancy Higby<Nancy.Higby@WATERLOO-IA.ORG> Subject:FW:WPD patch -----Original Message----- From:pillackl23@mchsi.com<pillackl23@mchsi.com> Sent:Friday,August 21,2020 3:04 PM To:Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG>;Margaret Klein<Margaret.Klein@WATERLOO-IA.ORG>; Sharon Juon<Sharon.Juon@WATERLOO-IA.ORG>;Dave Boesen<Dave.Boesen@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>;Jonathan Grieder<Jonathan.Grieder@WATERLOO- IA.ORG>;Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG> Cc:Mayor<Mayor@WATERLOO-IA.ORG>;policechief@waterloopolice.com Subject:WPD patch I retired from the Waterloo Police Department in 2014 after 35 years of service.I am proud of my service to the citizens of Waterloo.I am writing to ask that you NOT SUPPORT the changing of the Waterloo Police Department patch. The Griffin is a Greek Mythological animal symbolizing vigilance,which means to act as a guardian to our priceless possessions.The WPD patch is to symbolize the Waterloo Police protecting its priceless possessions,the citizens of Waterloo. A tradition of police is to trade patches with officers from other departments.I have gone to conferences all over the U.S.and other officers rave about how unique our patch is.Please allow the current officers to continue to wear it. If you have any questions please contact me.Thank you for your time. Page 488 of 595 Tim Pillack 547 Brentwood Avenue Waterloo,IA 50701 319-269-6656 Page 489 of 595 From: KELLEY FELCHLE To: Nancy Hiaby Subject: FW: Police insignia-Griffin Date: Monday,August 24,2020 8:54:38 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Friday,August 21,2020 3:18 PM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>;Nancy Higby<Nancy.Higby@WATERLOO-IA.ORG>; COUNCIL MEMBERS<COUNCILMEMBERS@WATERLOO-IA.ORG> Subject:FW:Police insignia-Griffin -----Original Message----- From:Dennis Willer<willerathome@aol.com> Sent:Friday,August 21,2020 3:14 PM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:Police insignia-Griffin I write to ask you to support our police and their insignia which includes the griffin This was thoroughly investigated and is not the"alleged"KKK sign! It represents strength and protection which is what Waterloo PD stand for.Our city should never join the"cancel"culture who target anything that"they"don't think is right!! Educate everyone but please don't knuckle under to a few! We need to support our police now more than ever before! Thank you for listening.I e-mailed my feelings to my ward councilman as well. Kathy Willer, 146 Lichty Blvd,Waterloo 50702 Sent from my iPhone Page 490 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Police Griffin Date: Monday,August 24,2020 8:57:55 AM From: Louis Fettkether<15169f@gmail.com> Sent: Saturday, August 22, 2020 11:00 AM To: Mayor<Mayor@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: Police Griffin Sent from Mail for Windows 10 Mr. Mayor and City Council, I have read the proposed ordinance by Mr. Greider, the letter from the Waterloo Commission On Human Rights and most if not all of the comments posted with the agenda items for the Monday, August 24, 2020 council meeting. Let me be clear that I am writing to ask that the council members vote to support the retention of the griffin. From everything I have been able to review it certainly seems that the members of our police force support this same conclusion. If there is to be a vote on the matter give our police a chance to be heard. My research would indicate that the letter from the Waterloo Commission On Human Rights completely ignores the definition of a griffin as given by wikepedia.The letter states that "Waterloo's Griffin is eerily similar to a symbol of hatred and racial animus."The definition states that "because the lion was traditionally considered the king of the beast, and the eagle the king of birds, by the Middle Ages, the griffin was thought to be an especially powerful and majestic creature. Since classical antiquity, griffins were known for guarding treasures and priceless and possessions." I can see why the Waterloo Police Department when selecting this symbol in 1964 would select a griffin to symbolize their role in guarding and protecting the most prized possession of the City of Waterloo, it's citizens. If in fact millions of dollars in the last decade have been paid out to African American residents due to the wayward and impetuous actions of some of Waterloo's officers and/or leadership then clearly action needs to be taken against those responsible if this has not already been done. But to blame those actions on the unsavory history tied to this symbol seems a stretch. If these problems persist, deal with the problems, but don't let replacement of the griffin be a substitute for a solution because it won't accomplish that goal. Please listen to your constituents as you consider this matter. Page 491 of 595 Louis Fettkether 3823 Tami Ter Waterloo, Iowa 50702 Page 492 of 595 From: KELLEY FELCHLE To: Nancy Higby;COUNCIL MEMBERS; QUENTIN HART Subject: FW: Waterloo City Council Meeting Date: Monday,August 24,2020 9:01:03 AM From: Sarah Cook<sarahnmollyo@gmail.com> Sent: Sunday,August 23, 2020 10:55 AM To: KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: Waterloo City Council Meeting Hi Kelley! I will be picking my kiddos up for school during the council meeting. I wanted to let you know that I support the WPD patch change, banning of the use of facial recognition and I would prefer no force at all with protestors. Thanks! Sarah Cook 705 Baltimore St, Waterloo, IA 50702 Page 493 of 595 From: KELLEY FELCHLE To: COUNCIL MEMBERS;QUENTIN HART; Nancy Higb Subject: FW: Waterloo Police Logo Date: Monday,August 24,2020 9:02:20 AM From: Rebecka Wagner<rjwagner04@gmail.corn> Sent: Sunday,August 23, 2020 12:10 PM To: KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject:Waterloo Police Logo Please forward my comments to the Waterloo City Council regarding the Waterloo Police Symbol, the Griffin. I have been a resident of Waterloo all but one year of my life and I am now over 65 years old. In all this time, I have always had complete respect for the integrity of the Waterloo Police Department. In turn, the use of the Griffin as a symbol of the vigilance represents the respect the citizens of Waterloo continue to have for the police department. I am indeed puzzled by the recent suggestion that the Griffin represents, or could be construed to represent, the KKK. Any images I have ever seen of the KKK are white gowns and hoods alongside a burning cross. Based on the standard image of the KKK, my questions are as follows: 1) Are we to ban the Harry Potter series, since a Griffin appears and is an important part of one of the movies? Harry Potter actually learns to train and ride one. 2) Do we now ask churches to remove the Cross symbol from their buildings and publications due to the KKK's wide use of that symbol? The Griffin symbol goes nearly as far back as the cross, if not further. As important as the Black Lives Matter movement is, I hope that the Waterloo City Council will chose to focus on what really has significance in achieving the success for that movement in our city. Dredging up far-fetched and honestly unfounded connections not only distract from that success but can very easily harm the unprecedented support the Black Lives Matter movement has created so far. Becky Wagner 305 Windsor Dr Waterloo IA 319-235-4321 Page 494 of 595 From: KELLEY FELCHLE To: QUENTIN HART; COUNCIL MEMBERS; Nancy High Subject: FW: Police Insignia Date: Monday,August 24,2020 9:05:19 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Dennis Willer<willerathome@aol.com> Sent: Sunday,August 23,2020 1:08 PM To:KELLEY FELCHLE<KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject:Police Insignia I am writing to express my displeasure to the consideration of removal of the police department's Griffin insignia. Please pass along my displeasure to the mayor and the city council I have also written them! This well researched emblem is in no way a KKK symbol and we need to back our police now more than ever.Please don't let a few dictate to the many! Thank you for sharing this with the council.Kathy Willer, 146 Lichty Blvd,Waterloo Sent from my iPhone Page 495 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: Keep the Griffin emblem Comments for City Council Meeting of August 24 2020 Date: Monday,August 24,2020 9:05:34 AM Importance: High Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. Igo From: G. M. "Jeri" Thornsberry<ngthornsberry@msn.com> Sent: Sunday, August 23, 2020 1:45 PM To: Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG>; Sharon Juon <Sharon.Juon@WATERLOO-IA.ORG>; Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG>; Margaret Klein <Margaret.Klein @WATERLOO- IA.ORG>;Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>; Dave Boesnen <dave.boesen@waterloo.ia.org>;Jonathan Grieder<Jonathan.Grieder@WATERLOO-IA.ORG>; QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG> Cc: LEANN EVEN <LEANN.EVEN @WATERLOO-IA.ORG>, KELLEY FELCHLE <KELLEY.FELCH LE@ WATERLOO-IA.ORG> Subject: Keep the Griffin emblem Comments for City Council Meeting of August 24 2020 Importance: High Hello All, I am not in favor of changing the griffin patch on our police uniforms or vehicles. It is importance not to cave to those who misunderstand the meaning of the griffina symbol that heralds from the Greeks. Educate those who carry this misunderstanding of this image but do not spend my tax dollars to make this change. It is not necessary. Supporting ignorance is not how I expect you to manage the public funds untrusted to each of you. These are my words. Thank you for your service. Page 496 of 595 Jeri G. M. (Jeri) Thornsberry 704 Sheridan Rd Waterloo 50701 (319) 235-0704 Page 497 of 595 From: KELLEY FELCHLE To: COUNCIL MEMBERS; Nancy Hiabv Subject: FW: Support for Waterloo Police,August 24. Date: Monday,August 24,2020 9:05:56 AM From: Charles Heuer<charlieheuer@gmail.com> Sent: Sunday, August 23, 2020 5:19 PM To: Mayor<Mayor@WATERLOO-IA.ORG>, margaret-klein@waterloo-ia.org; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject:Support for Waterloo Police, August 24. Dear Mayor Hart and City Council Member Klein, My name is Charles Heuer. I am a lifelong resident of Waterloo. I live at 1936 Coachman Drive, a house that I rent from my parents. I just wanted to urge you, and the rest of the Waterloo City Council, to vote to support the Waterloo Police Department, and keep the Vigilance griffin symbol/patch. I believe the Waterloo Police Protective Association wants to keep the symbol/patch. I did read an advertisement placed in today's Waterloo-CF Courier that had the same sentiment, and I believe it was placed by retired Waterloo police officers. We are currently in a time where police departments and other law enforcement agencies, across the country, need support. They do not need any more actions to demoralize them. Thank you, and I wish you a great rest of 2020! Charles Heuer Page 498 of 595 From: KELLEY FELCHLE To: Nancy Hiaby Subject: FW: RETHINKING MY POSITION Re: Keep the Griffin emblem Comments for City Council Meeting of August 24 2020 Date: Monday,August 24,2020 9:07:51 AM Importance: High Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. From: G. M. "Jeri"Thornsberry<ngthornsberry@msn.com> Sent: Monday, August 24, 2020 8:27 AM To: Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG>; Sharon Juon <Sharon.Juon@WATERLOO-IA.ORG>; Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG>; Margaret Klein <Margaret.Klein @WATERLOO- IA.ORG>;Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>; Dave Boesnen <dave.boesen@waterloo.ia.org>;Jonathan Grieder<Jonathan.Grieder@WATERLOO-IA.ORG>; QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG> Cc: LEANN EVEN <LEANN.EVEN @WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: RETHINKING MY POSITION Re: Keep the Griffin emblem Comments for City Council Meeting of August 24 2020 Importance: High Good Morning, All. I spoke with quite a few people after I sent my original email yesterday and I changed my mind. How about considering authorizing a committee made up of representatives from the police, citizens for and against the change of the emblem and an elected city official? Who else has a major stake in this discussion? Ask committee members to consider not only the pros and Page 499 of 595 cons of changing the emblem including the cost for replacing the current emblem on uniforms and all police vehicles as well as the opportunity cost of making no change. And from my marketing experience at a global telecommunications firm, how about the committee consider updating the griffen—making it more stylized while keeping the sentiment behind it? Many many many corporations have changed their logos over the years to match their customer's changing views as well as market demands. In our city's case, the change would be to match the changing views of citizens. This committee could meet in January 2021. We must take time to choose the appropriate people to become members of this committee. And with the virus still raging, it makes sense to convene the first meeting in early January. These are my thoughts. Thank you for considering my input. Jeri G. M. (Jeri) Thornsberry (319) 235-0704 On Aug 23, 2020, at 1:43 PM, G. M. Jeri Thornsberry <ngthornsberry&msn.com>wrote: Hello All, I am not in favor of changing the griffin patch on our police uniforms or vehicles. It is important not to cave to those who misunderstand the meaning of the griffin —a symbol that heralds from the Greeks. Educate those who carry this misunderstanding of this image but do not spend my tax dollars to make this change. It is not necessary. Supporting ignorance is not how I expect you to manage the public funds untrusted to each of you. These are my words. Thank you for your service. Jeri G. M. (Jeri) Thornsberry 704 Sheridan Rd Waterloo 50701 (319) 235-0704 Page 500 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: Businesses with the Griffin Symbol Date: Monday,August 24,2020 9:09:13 AM Attachments: Griffin Loaos.docx From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 8:28 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@WATERLOO-IA.ORG> Subject: FW: Businesses with the Griffin Symbol From:John Beckman <imackb(@mchsi.com> Sent: Friday, August 21, 2020 7:46 PM To: Mayor<MayorPWATERL00-IA.ORG>; Sharon Juon <Sharon.Juon(@WATERL00-IA.ORG>; Dave Boesen <Dave.Boesen(@WATERLOO-IA.ORG>; Margaret Klein <Marg_aret.Klein(@WATERLOO- IA.ORG>;Jonathan Grieder<Jonathan.Grieder(@WATERL00-IA.ORG>; Pat Morrissey <Pat.Morrissey(cDWATERL00-IA.ORG>; Jerome Amos Jr<Jerome.Amos(CDWATERLOO-IA.ORG>; Ray Feuss<Ray.Feuss(@WATERL00-IA.ORG> Subject: Businesses with the Griffin Symbol Dear Honorable Mayor Hart and City Council Members, It's John Beckman again with one more thing that I would like you to consider regarding the removal of the Griffin symbol from the Waterloo Police Department. The attached document contains photos of a number of businesses and sports teams that bear the Griffin symbol as part of their business/sports logo. Please take a moment to scroll through these images. If the Griffin is such an evil and hate referenced symbol, I wonder why so many people choose to use it as part of their reputable business logo. For your consideration. Sincerely, John Beckman August 21, 2020 Page 501 of 595 a ��i1+ flt�4llltC CMT{,7JLINYli1T iiif�ti� I� I �k�1+11 Ii�11J ■ Page PROJECT yourself, GRIFFIN Protect - ss and your community �� G.f�Na RAPIaS GRIFFINS � � 13Q best Fulton Suite 111 rind Re�l�sr hAl 4$503 � �` �8Q0� -HOICEY Page 503of 595 Griffin Business Solutions is one of the leading companies in Montreal. teA CS r=z I r r. Fz AXZ I N CS Page 504 of 595 BIRMINGHAM '-' - M; 49 1NGHAM � I Birmingham,Michigan For generations, sculptures of griffins have stood atop downtown's Birmingham theater. In fact, they're among the city's oldest existing public sculptures. In mythology, griffins are half lion and half eagle—the king of beasts and the king of birds —and represent strength and courage.This design features the shape of a griffin modeled on the original theater sculptures. Page 505 of 595 Griffin Performance Judo Martial Arts School Page 506 of 595 J F i Family Owned, American Made Cambria rides itself on bein the leadin famil -owned, American-made roducer of natural stone surfaces. That's a rare combination in toda 's increasin I lobalized market lace. For our customers, Tillmeans a to - ualit , handcrafted roduct the can be roud of with breathtakin beaut , exce tional durabilit , and maintenance-free convenience. All backed b our dedicated customer service representatives in Belle Plaine, Minnesota, andIII Full Lifetime Warrant . Humble Roots. Big Vision. As a family-owned company with beginnings going back nearly 80 years, we have a lot to say about doing business the right way. Our ability to work hard and think big has been the reason for our growth. Plus, our entrepreneurial spirit sparks innovation throughout all the Davis family businesses. Page 507of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW:Waterloo Police Department Logo Date: Monday,August 24,2020 9:10:17 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 8:35 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <I<ELLEY.FELCH LE@ WATERLOO-IA.ORG> Subject: FW: Waterloo Police Department Logo From: hockeyb2029<hockeyb2029(@mchsi.com> Sent: Saturday,August 22, 2020 6:08 AM To: Sharon Juon <Sharon.Juon(@WATER1-00-IA.0RG>; Dave Boesen <Dave.Boesen(@WATERL00- IA.ORG>;Jonathan Grieder<Jonathan.Grieder(@WATERL00-IA.ORG>; Pat Morrissey <Pat.Morrissey(@WATERL00-IA.ORG>; Jerome Amos Jr<Jerome.Amos(@WATERLOO-IA.ORG>; Ray Feuss<Ray.Feuss(@WATERL00-IA.ORG>; Margaret Klein <Margaret.Klein(@WATERL00-IA.ORG>; Mayor<Mayor(cDWATERL00-IA.ORG> Subject: Re: Waterloo Police Department Logo Most of the people that are concerned with this change are in a vulnerable age situation with Covid-19. Heck with the exception of Margaret Klein, no one shows up in person for regular meetings now. This council wants a couple hundred people showing up for a meeting during a pandemic? Can this issue be delayed until the pandemic has been settled or a vaccine is available? So it is tabled for 6 to 8 months it has been over 50 years in existence. At least for Page 508 of 595 the health of others push for this to be tabled. It seems it is being pushed through during a pandemic to get it done, Sent from my Verizon, Samsung Galaxy Tablet -------- Original message -------- From: Jeff and Pam<hockeyb2029(cr�.mchsi.com> Date: 8/21/20 8:02 AM (GMT-06:00) To: sharon.juon o.waterloo-ia.org, dave.boesen(a waterloo-ia.org,jonathan.grieder kwaterloo- ia.or�,pm at. orrissey&waterloo-ia.org,ja.org erome.amosnwaterloo-i , ray.feussnwaterloo- ia.org, margaret.kleinnwaterloo-ia.org, mayor c&waterloo-ia.org, hockeyb2029&mchsi.com Subject: Waterloo Police Department Logo To the Mayor and members of the Waterloo, Iowa City Council, I see no reason for the Waterloo City Council to spend any personnel or financial resources to discuss the elimination of the "Griffin", the mythological symbol of vigilance from the Waterloo Police Department. With our current budget issues and Covid-19 issues, we have enough on our plate. The money spent on rebranding the police department would be better used to provide additional training to the officers or lower taxes. This is cancel culture at its finest. If you don't like something you claim it is offensive and fight to remove it or tear it down. I would be willing to bet that anyone in this city that favors removal of this symbol after 50 plus years of existence has had a negative experience with the law and has a chip on their shoulder concerning WPD. When you look at how much division exists in Portland, Seattle, Minneapolis, Chicago, Kansas City,New York and many other cities across this country, you realize that we have it pretty darn good in Waterloo, Iowa. It appears that we're out beating the bushes looking for a reason to create a divisive environment between the community and the fine officers of the Waterloo Police Department and the community that supports them. We don't need this, the community doesn't need this and the citizens don't need this. Please end the discussion now and leave the logo alone as it's represented the city for over 50 years. Thank you very much for your time and consideration. Jeff Kutz 4827 Edgebrook Drive Waterloo, Iowa 50701 Page 509 of 595 From: KELLEY FELCHLE To: Nancy Higb Subject: FW: Griffin Patch Date: Monday,August 24,2020 9:15:32 AM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 8:36 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>; COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO- IA.ORG> Subject: FW: Griffin Patch From: Caleb Reising<caleb.d.reisingPgmail.com> Sent: Saturday, August 22, 2020 7:24 AM To: Mayor<Mayor(@WATERLOO-IA.ORG> Subject: Griffin Patch Hello Mayor Hart, I do not know what your stance is on the patch, but I wanted to address this with you and the City Council. My name is Caleb Reising and I would like to address the situation with the Griffin on the patch of the WPD that is going to be voted on soon. I want to begin by saying that I appreciate you and the position you are in for our city as you do your best to represent Waterloo's best interests. I cannot even fathom the enormous amount of difficult decisions that you must deal with on a daily level. That being said, I believe that I need to voice my concern with what is going on with this discussion. I am the Chaplain for the WPD and I have been riding with the officers there for the past 2-3 years and feel like I have got to know many of the officers in the department fairly well and it hurts me to see unsubstantiated attacks on them. I believe that it is a mistake to take something away from them that identifies them so uniquely and ties them together in such a distinguishable manner.These men and women do so much sacrificially to protect us and they do it in a way that makes me proud to be a resident of Waterloo.To take something away from them that binds them together and that they have wore while serving so faithfully would be detrimental in so many ways. I believe that this is an attack on the WPD that is not based on truth and it needs to be ended. I would trust my life with every officer that I have met so far and I have seen firsthand the incredible service and care that these officers have for this city. Instead of trying to tear down such a remarkable department, you and the city council need to come alongside of them and support them as they protect us so sacrificially. Please choose to do the right thing as you make your decision on Monday. Caleb Reising Associate Pastor Hagerman Baptist Church 1105 Knoll Ave Waterloo, IA 50701 Page 510 of 595 Church: 319-234-4208 Cell: 515-418-2041 Email: caleb.d.reising�gmail.com Page 511 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Police Date: Monday,August 24,2020 9:15:53 AM -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 8:36 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>;COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO-IA.ORG> Subject:FW:Police -----Original Message----- From:usn70@mchsi.com<usn70@mchsi.com> Sent: Saturday,August 22,2020 9:37 AM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:Police Keep The Griffin&give the police the tools they need to do their job. Page 512 of 595 From: KELLEY FELCHLE To: Nancy High Subject: FW: Do Not Defund the Police Date: Monday,August 24,2020 9:06:54 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 8:27 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>;COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO-IA.ORG>;Joel Fitzgerald<fitzgeraldj@waterloopolice.com> Subject:FW:Do Not Defund the Police -----Original Message----- From:Chad Draper<cdraper7277@gmail.com> Sent:Friday,August 21,2020 6:50 PM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject: Do Not Defund the Police Chad Draper 209 West 5th Street Waterloo,IA 50701 August 21,2020 Dear Mayor Hart, Dear Sir or Madam, I am reaching out to your office as one of your local constituents with a very important issue. I want you to know that I stand 100%with my local police officers and do not want to see any budget cuts to their department. Page 513 of 595 All police officers are not perfect,but I know that the vast majority of police officers put their lives on the line to protect us.Do not cut their budget or punish them because of the tragedy that took place in Minneapolis. We need to work with our local police department to improve their practices,not defund them. Defend the police,don't defund them. Sincerely, Chad Draper Page 514 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Change the WPD Logo Date: Monday,August 24,2020 9:49:14 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 8:57 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERL00- IA.ORG> Subject: FW: Change the WPD Logo From:Jocelyn Roof<roofjocelyn(@gmail.com> Sent: Saturday,August 22, 2020 2:41 PM To: Sharon Juon <Sharon.Juon(@WATERL00-IA.ORG> Subject: Change the WPD Logo Hello, My name is Jocelyn Roof and I have called Waterloo home for my entire life, though I now attend college at the University of Iowa and reside for some of the year in Iowa City. I saw that at the Waterloo City Council meeting this coming Monday, you will be discussing the "griffin" logo of the Waterloo Police Department. I wanted to take this opportunity to speak out and say that as someone who has always been proud to be from Waterloo and as someone with friends and family affiliated with the WPD, I believe it is imperative that the griffin logo Page 515 of 595 be changed to reflect the values of our city and the gravity of this moment in history. For far too long, things in Waterloo aligned with the status quo in our nation- the Black community has been marginalized, targeted, and disrespected. Recently, I have felt inspired and heartened by the leadership and the direction in which we are headed. I believe the strength of Waterloo comes from its diversity, and our city's leadership is now a reflection of that. All that being said, the symbols we use to represent those sworn to serve us should show our commitment to diversity, equity, and inclusion and the ongoing pursuit of a more just and fair society. Given that the griffin bears a striking resemblance to the KKK dragon, and that for decades Black community leaders have recognized and opposed this likeness, I believe that it is well- past the time for it to be changed. I do recognize this may come at some cost to the city and the department, as logos and badges would need to be reprinted and re-embroidered. However, if we are serious in our commitment to creating a more inclusive Waterloo (and I do believe we are), we cannot let this relic of a white supremacist, hateful organization represent the men and women who serve and protect our city any longer. This is, indeed, the bare minimum when it comes to reforming the police department and mending its relationship to the Black community in Waterloo. I so appreciate your leadership in creating a more inclusive,just, and equitable Waterloo. Thanks so much, and hope you are well and safe, Jocelyn Roof 818 Loretta Ave. Waterloo, IA 50702 319-529-2041 Page 516 of 595 From: KELLEY FELCHLE To: Nancy Higb Subject: FW: Work Session Date: Monday,August 24,2020 9:49:44 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 8:58 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>;COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO-IA.ORG> Subject:FW:Work Session -----Original Message----- From: Susan Jackson<susanej 1060@gmail.com> Sent: Saturday,August 22,2020 9:43 PM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:Work Session Dear Mayor Hart, I'm sending this email in asking you and your counsel to support&advocate for the Waterloo Police Department. It is time we let them do there job in keeping the citizens of Waterloo safe.Please back them. Thank you. Sent from my iPhone Page 517 of 595 From: KELLEY FELCHLE To: Nancy High Subject: FW: UPCOMING WORK SESSION Date: Monday,August 24,2020 9:58:00 AM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:00 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; Ray Feuss <Ray.Feuss@WATERLOO- IA.ORG>; KELLEY FELCHLE<KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: FW: UPCOMING WORK SESSION From: Edward DePaepe<edwarddepaepe(ftahoo.com> Sent: Saturday, August 22, 2020 11:19 PM To: Mayor<Ma)lor(@WATERLOO-IA.ORG>; Sharon Juon <Sharon.JuonpWATERL00-IA.ORG>; Dave Boesen <Dave.BOesenCcDWATERL00-IA.ORG>; Margaret Klein <Margaret.Klein(@WATERL00- IA.ORG>;Jonathan Grieder<Jonathan.Grieder(@WATERLOO-IA.ORG>; Pat Morrissey <Pat.Morrissey(@WATERL00-IA.ORG>; Jerome Amos Jr<Jerome.Amos(@WATERL00-IA.ORG> Subject: UPCOMING WORK SESSION I saw the agenda for a work session planned for Monday the 24th of August, and for the first time in 45 years as a citizen of Waterloo, I am writing to members of the City Council to express my opinion (in red below) on a couple of the agenda items: Discussion of proposed ordinances and resolutions pertainina to racial equality, safety, use of force, and the police departmentas follows: 1. An ordinance establishing the Waterloo Human Safety and Justice Act. 2. A resolution ordering the change of the Waterloo Police Department insignia. like the current police department insignia and I don't think it should be changed. It would really be a stretch for someone to consider it offensive. Forcing a change would be a real moral buster for our dedicated police officers. Changing it would definitely a slap in the face for these hard working dedicated folks. 3. An ordinance establishing the mandatory use of the Racial Equity and Social Justice Analysis in the City of Waterloo, Iowa. 4. An ordinance banning the use of facial recognition analysis in the City of Waterloo. Facial recognition is just another tool police departments use to keep the citizens safe, like fingerprints, traffic and surveillance cameras, speed cameras, and DNA. What else are we going to stop using? I am against any ban on the use of facial recognition or any other modern technology by the Police Department personnel. Page 518 of 595 5. A resolution prohibiting the Waterloo Police Department from applying for or receiving surplus military grade equipment for civilian law enforcement use and the disposal of current equipment acquired through the 1033 Program. Receiving surplus military equipment is smart business. Any equipment that helps keep our police officers and ultimately the citizens of Waterloo safe, is worth obtaining. Asa taxpayer, I'd prefer having our officers use free surplus military equipment than having to pay a death benefit to a surviving spouse. Don't ban the equipment. If necessary, allow the council members to vote on the acquisition of this equipment on an item-by-item basis. 6. A resolution on non-lethal force use by the Waterloo Police Department against Protesters. Police Department policies should be reviewed on a regular basis. New ways to enforce Waterloo laws using non-lethal force should always be looked for and evaluated, but when protests turn violent or their actions result in property damage. I expect our Police Department to step in and enforce the laws and policies of the city of Waterloo. Laws the City Council has written. Sincerely, Edward DePaepe 1400 Maxhelen Blvd. Apt.1108 Waterloo IA 50701 Waterloo Ward 2 Page 519 of 595 From: KELLEY FELCHLE To: Nancy Hiaby Subject: FW: Use of the Police Griffin Date: Monday,August 24,2020 9:58:14 AM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:03 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: FW: Use of the Police Griffin From: Clark, Andrew<clarka(@waterloopolice.com> Sent: Sunday, August 23, 2020 7:24 AM To: Mayor<Mayor(@WATERL0O-IA.ORG>; Sharon Juon <Sharon.JuonPWATERLOO-IA.ORG>; Dave Boesen <Dave.Boesen(@WATERLOO-IA.ORG>; Margaret Klein <Margaret.Klein(@WATERL00- IA.ORG>;Jonathan Grieder<Jonathan.Griederl@WATERLOO-IA.ORG>; Ipat.morrissey@waterloo=ia.org' <pat.morrissey(@waterloo=ia.org>; Jerome Amos Jr <Jerome.Amos(@WATERLOO-IA.ORG>; Ray Feuss<Ray.Feuss(@WATERLOO-IA.ORG> Subject: Use of the Police Griffin Dear Mayor Hart and members of the Waterloo City Council: My name is Andrew Clark, and I am a Sergeant with the Waterloo Police Department. Some of you know me personally and others may remember me from a recent Council meeting where Major Leibold and myself received our awards for 30 years of service with the City of Waterloo. Currently I am the most senior employee of the Waterloo Police Department having begun my service April 6, 1990. As you have probably assumed by now, I am writing this in regard to the current controversy surrounding the possible removal of the Griffin. During my employment with the Department, I have spent the majority of my time in assignments where I wore a uniform.These uniformed assignments are generally those with the most contact with members of the public. I have answered countless questions from citizens about what the Griffin was, what it means and why we wear it. I always did so proudly because it was unique and an appropriate metaphor for what police officers represent; Vigilance, Strength and Protection. Most often when this was explained to citizens they responded positively and showed me that they approved of such an emblem. I had about 12 years with the Department before I ever heard the accusation that the Griffin was some sort of KKK symbol. I heard this from a member of our community that was famous for her disdain for the police. I knew the true "story behind the patch" and knew that these rumors were nothing but inflammatory speech, intending to misinform those that knew no better. Periodically this false narrative rears its ugly head and the Waterloo Police are once again vilified until it subsides. Chief Fitzgerald informed his Officers that he had researched the Griffin with the Page 520 of 595 Anti-Defamation League and the Southern Poverty Law Center and found no connection between the Griffin and any hate group. During my time in Waterloo, I have seen some of the best and the worst that this city has to offer. One of the best things this city has is the men and women of the Waterloo Police Department. Their dedication to this city and its citizens is nothing short of incredible. Despite controversy, budget shortfalls, adverse weather, manpower shortages, long hours, overnight and weekend shifts, every one of those Officers lives up to their oaths.Through shared experiences and sometimes hardships, our Officers have developed a sense of pride in the Griffin. You might equate this to how a military veteran takes pride in a patch or insignia from a unit they served with because of the experiences and bonds developed during that service. I will close this message with a plea to each one of you to please allow the Griffin to remain the symbol of the Waterloo Police Department. For 56 years and 3 generations of Waterloo Police Officers, it has served alongside all of us as a symbol of pride. Please allow it to remain so.Thank you. Page 521 of 595 From: KELLEY FELCHLE To: Nancy High Subject: FW: Griffin Date: Monday,August 24,2020 10:01:20 AM -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 9:03 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>;COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO-IA.ORG> Subject:FW:Griffin -----Original Message----- From:roberhedican@gmail.com<roberhedican@gmail.com> Sent: Sunday,August 23,2020 9:19 AM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:Griffin Dear Mayor Hart,I would appreciate your supporting our police's request to keep the Griffin logo. Thank you Sent from my iPhone Page 522 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Please consider carefully! Date: Monday,August 24,2020 10:16:10 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 9:04 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>; Sharon Juon<Sharon.Juon@WATERLOO-IA.ORG>;Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG> Subject:FW:Please consider carefully! -----Original Message----- From:Kent.smock<kent.smock@gmail.com> Sent: Sunday,August 23,2020 9:22 AM To:Mayor<Mayor@WATERLOO-IA.ORG>;Dave Boesen<Dave.Boesen@WATERLOO-IA.ORG>;Margaret Klein<Margaret.Klein@WATERLOO-IA.ORG>;Jonathan Grieder<Jonathan.Grieder@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>;Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG> Subject:Please consider carefully! Has anyone happened to see the Waterloo City Council work session agenda for tomorrow? It not only has a resolution to remove the Griffin as the insignia of the Police Dept but addresses issues such as -Ordering the change of the Waterloo Police Department insignia. (IMO this is a strong symbol of the vigilance to protection and service to the community and should stay as is) -Banning the use of facial recognition analysis in Waterloo. (In these days where video recordings are in businesses,homes,criminal"hot spots",this technology is a useful and necessary tool in solving crimes! Please do NOT handcuff our law enforcement from the use of technology to perform their jobs. Video evidence was a very useful part of gathering evidence with the Cousins went missing back in 2012. I'm hopeful it will also someday bring the responsible person(s)to justice! -Prohibiting the police from applying for surplus military equipment and requiring the disposal of any equipment previously received. (Surplus military equipment has been an essential part of saving our local tax dollars to help Page 523 of 595 equip our police with useful equipment to help combat crime. Examples are BDU uniforms,winter gear,safety equipment like ballistic helmets,ballistic vests,vehicles(State Patrol is using Hummers in in-climate weather to rescue stranded motorists),night vision equipment,just to name a few. This equipment is necessary and often our tax dollars would be used to purchase them commercially anyway. Why not accept them for free or at greatly reduced costs? -Restricting the use of non-lethal force on"protesters". (We trust our local law enforcement to use good judgement in determining when and what type of force needs to be used to maintain order. Often times,the use of less-lethal force curtails escalation and prevents further violence and damage from those NOT intending to remain peaceful. Our law enforcement knows not to use unnecessary force against peaceful protesters and we don't need to micro-manage them in this way. If certain members of our council feel these actions are necessary they need only look at our neighbors in Seattle and Portland to see what"handcuffing"our law enforcement results in. We are midwesterners.We use common sense. We help each other when we need it. We are NOT the extremists who lack values and principals. We have great law enforcement who care greatly for our communities. They are part of the community. It is NOT Us vs Them here. It is a neighborhood we all embrace as friends! Sent from my iPhone Kent Smock Page 524 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: Monday city council meeting Date: Monday,August 24,2020 10:16:49 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:05 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@ WATERLOO-IA.ORG> Subject: FW: Monday city council meeting From: Laura Deeds<lideeds1(@gmail.com> Sent: Sunday, August 23, 2020 9:52 AM To: Mayor<Mayor(@WATERLOO-IA.ORG>; Sharon Juon <Sharon.JuonPWATERL00-IA.0RG>; Dave Boesen <Dave.Boesen(@WATERLOO-IA.ORG>; Margaret Klein <Margaret.Klein(@WATERL00- IA.ORG>;Jonathan.greider(@waterloo-ia.org; Pat Morrissey<Pat.Morrissey(@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.Amos(@WATERLOO-IA.ORG>; Ray Feuss<Ray.Feuss(@WATERLOO-IA.ORG> Subject: Monday city council meeting Dear Mayor and city council members, My thoughts, as a Waterloo resident, on the Monday city council agenda. What is the logic behind taking away and restricting the use of certain equipment used by police officers that can help improve their jobs and make them feel safe in dangerous Page 525 of 595 situations? At my job, if certain equipment or technology was taken away it would greatly limit how I perform my job and the outcome of results I could produce. Which would negatively affect many people. Probably even one of you, if you happened to be a patient of mine. And in my field of work, I want to always give my patients the best care and test results that I can. If myself or my family was a patient I would expect the best care, given by the best health care professionals,who had the best tools and technology available to them. That feeling is no different being a citizen of Waterloo. And especially being a victim of a crime. As a victim it didn't matter the race, age, or gender of the person who victimized me. What mattered, and has mattered ever since, is that the police have the tools they need to find the criminal and help make me feel safe. I depended on the police to find someone that was a known registered sex offender, a repeat offender, and violent. A middle aged, white male, if you were wondering. But those labels never mattered to me, the only one that has ever mattered was 'criminal'. Believing that the police had the tools to do this gave me comfort and made me feel safe. But how could I ever expect someone to do such a thing for me, that I'm not willing to do myself, without the tools they need to make them feel safe on the job. If my employer asked me to do my job without the necessary tools I need to do it well and safely, you better believe I'd walk right out of there. And I hope you are all prepared for that to happen as well. You should never ask or expect people putting their lives on the line each day for you, me, and our families, to do it without the resources they need to feel safe and do it well. It's ridiculous and appalling to even ask them to try! You wouldn't do your job without the necessary tools you needed to do it well, neither would I, and no one should ask our hard working public servants to do it either! Or expect to be hiring a new team of public servants. If you could find anyone to perform the job with the restrictions and limited resources you are asking of them. And as far as changing the Griffin. Would you change your family Crest?No, I'm sure you wouldn't. Because it's your history, part of your past, your story, and you'd want it carried on into the future. Why ask generations of'family' to forget that all and change something that has been a part of their history, a part of who and what they are? In researching the mythological Griffin, there is absolutely nothing race based in the definition or history. So making the change is just appeasing a small group of people, but removing another groups history and'family Crest', something that has defined them and been a part of who they are. I'm not one to speak out,until the issues run deep. And I'm very disappointed as a citizen that these issues are even on the city council agenda! As Mr. Dan Trelka put it so well. "These actions defy logic and sensibility." Amen, Mr. Trelka. Amen. Sincerely, Page 526 of 595 A very disappointed and concerned Waterloo citizen, standing up for those that fought the fight for me,put their lives on the line everyday, and work tirelessly to make you and I feel safe. Ljdeeds Icagmail.com 319-939-4192 Page 527 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Waterloo Police Date: Monday,August 24,2020 10:17:05 AM -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 9:06 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>;COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO-IA.ORG> Subject:FW:Waterloo Police -----Original Message----- From:mike quinn<quinnstrl@yahoo.com> Sent: Sunday,August 23,2020 10:09 AM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:Waterloo Police Sir Waterloo is my home town although I have not lived there for 35 years.I still follow the Courier and try to keep up on the community. Sir I am appalled at the turn of events for the law enforcement officers in your community.If what I see on council agenda is actually true,how can it be? As Mayor you were elected to serve the people...all of the people.You have the power to veto if any of this ridiculous agenda is passed. If there are issues,be the leader I think you are,set up a committee of all parties concerned including law enforcement,than deal with the issues in a logical finite way that will work. Again Sir this knee jerk reaction will not work in the long run,cause more problems than fix problems. Thank You Michael Quinn Former resident Sent from my iPhone Page 528 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: Must read! Date: Monday,August 24,2020 10:17:27 AM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:07 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@WATERLOO-IA.ORG> Subject: FW: Must read! From: Lynn Moller<moairaloPmchsi.com> Sent: Sunday, August 23, 2020 10:23 AM To: Mayor<MayorCcDWATERL00-IA.0RG>; Margaret Klein <Margaret.KleinCcDWATERL00-IA.ORG>; Sharon Juon <Sharon.Juon(@WATERL00-IA.ORG>; Jonathan Grieder <Jonathan.GriederCcDWATERL00-IA.ORG>;Jerome Amos Jr<Jerome.AmosCCDWATERL00-IA.ORG>; Dave Boesen <Dave.Boesen(@WATERL00-IA.ORG>; Pat Morrissey<Pat.Morrisse)lC@WATERL00- IA.ORG>; Ray Feuss<Ray.Feuss(@WATERL00-IA.ORG> Subject: Must read! My name is Lynn Moller, retired Waterloo Police. I'm sure you've been inundated with emails regarding "the Griffin"! I would please ask that you do read an email sent you by Officer Bram on Friday, August 21, regardless of your position, good reading! Thx.......... Q Virus-free. www.avast.com Page 529 of 595 From: KELLEY FELCHLE To: Nancy Higb Subject: FW: Griffin Insigna Date: Monday,August 24,2020 10:18:07 AM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:11 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <I<ELLEY.FELCHLE@WATERLOO-IA.ORG>; COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO- IA.ORG> Subject: FW: Griffin Insigna From: Connie Broell <cbroe1143(@emaiI.corn> Sent: Sunday,August 23, 2020 12:40 PM To: Mayor<Ma)lor(@WATERLOO-IA.ORG> Subject: Griffin Insigna Mr. Mayor, I am part of the silent majority and decided I can no longer be quiet. I am absolutely against removing the existing insigna from our Police Department,both uniforms and cars. I wish you City Council would listen to the majority of citizens and govern accordingly. It would be refreshing to know the Council cannot be bullied in their decisions!!! Page 530 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Changes to griffin and other changes to WPD Date: Monday,August 24,2020 10:18:18 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 9:11 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>;COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO-IA.ORG> Subject:FW:Changes to griffin and other changes to WPD -----Original Message----- From:alley07ll95@mchsi.com<alley07l l95@mchsi.com> Sent: Sunday,August 23,2020 12:42 PM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:Changes to griffin and other changes to WPD I want you to know that I do not support these changes to the WPD. The money spent on one or all of these changes would be better spent for training and education for the WPD. Thanks Page 531 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Waterloo Police Department Griffin Date: Monday,August 24,2020 10:19:49 AM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:12 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: FW: Waterloo Police Department Griffin From: Molly Wertz<molmol77(cDicloud.com> Sent: Sunday, August 23, 2020 1:53 PM To: Sharon Juon <Sharon.Juon(@WATERL00-IA.ORG>; Dave Boesen <Dave.Boesen(@WATERL00- IA.ORG>; Margaret Klein <Margaret.Klein(@WATERLOO-IA.ORG>;Jonathan Grieder <Jonathan.Grieder(@WATERL00-IA.ORG>;Jonathan Grieder<Jonathan.Grieder(@WATERLOO- IA.ORG>;Jerome Amos Jr<Jerome.Amos(@WATERL00-IA.0RG>; Ray Feuss <Ray.Feuss(@WATERL00-IA.ORG>; Mayor<MayorPWATERL00-IA.ORG> Subject: Waterloo Police Department Griffin Dear Mayor Hart and the Waterloo City Council, As a concerned citizen of Waterloo and a proud wife of a Waterloo Police Officer,I am appalled and disgusted at the rumors and assumptions that the Griffin on their patch is a racist symbol. My husband,Matt Wertz,is a man of integrity and has proudly worn the patch for 17 years. He has built relationships in the community with people from all races,religion, and socioeconomic status. He has had individuals he has arrested thank him later,as the experience changed their life for the better.He has been the first on scene to many bloody,violent situations and administered first aid and given CPR to victims of violent crimes. He has been the listening ear for those in distress and has been a comfort for children in crisis.All of this while wearing a patch that is said to be a symbol of hate? There is no evidence to support this awful assumption,only feelings fueling this potential change. If our men and women in blue only made decisions based on feelings,without clear minds,facts,and proper investigations,they would be in danger of hurting themselves or someone else,or losing their jobs. Page 532 of 595 Each day when our Waterloo Police Officers put on their uniform,the patch is a source of pride,and a reminder of their duty to protect and serve ALL community members with vigilance and respect. They are humans who are called to make a difference in their communities one interaction at a time. It is not only a job,but a lifestyle and a family. One concern the council has expressed is that community members do not trust the police because of their patch. So,by changing it,what will it do? Will citizens automatically trust and respect the police, and the laws they have sworn to uphold?Will changing the patch automatically make citizens cooperate with violent crime investigations? Will changing the patch decrease crime in our city? The facts are these. One,the patch is not a symbol of the KKK,as the Anti-Defamation League confirmed,and two,there will always be individuals who do not approve of,and who disrespect law enforcement,no matter what is on their uniform. In addition,where will the money come from to pay for changes?Wouldn't money be more appropriately spent on community building, additional training for our police department, staffing empty fire stations, or improving roads? Waterloo is a great city,in part because of the humble work our police officers do every single day.Please show support for those who put their lives at risk everyday for you and the rest of our community. Keep the patch. Respectfully, Molly Wertz 2123 Casper Ave. Waterloo, Iowa 50701 Page 533 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: wpd and the griffin Date: Monday,August 24,2020 10:20:17 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:14 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>; COUNCIL MEMBERS<COUNCILMEMBERS@WATERLOO- IA.ORG> Subject: FW: wpd and the griffin From: Kim MacLin <klmmachnPgmaiI.com> Sent: Sunday, August 23, 2020 3:20 PM To: Mayor<MayorPWATERL00-IA.ORG> Subject: wpd and the griffin hi mayor hart, i have watched this week as the social media narrative on the issue of removing the griffin from wpd vehicles and uniforms has plunged into bitter name calling, gross generalizations, and full blown character assassinations...and i don't mean just towards council members, but regular citizens who dare to express an opinion (on either side). it's been really disheartening. in that context, i urge you to keep this obviously complex issue more simple. there is a long Page 534 of 595 standing, well documented history of african americans in waterloo who associate the logo with racism, hatred, oppression and fear. this is not some 2020 politically correct, heat of the moment issue that popped up out of nowhere. yes, the current social and political context made this conversation more relevant, more heard, but the issue has been long standing. i believe that the african american voices in our community deserve to be heard and respected. there are so many things that will be oh so difficult to change that influence systematic racism in our community. this logo is a relatively easy thing to change and will speak volumes to our community that even the perception of racism matters especially when it comes to our police force. than you for considering my viewpoint. kim maclin 335 sheridan rd Page 535 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: GRIFFIN Date: Monday,August 24,2020 10:21:27 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:16 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@ WATERLOO-IA.ORG> Subject: FW: GRIFFIN From: Rich Boesen <kniflePcfu.net> Sent: Sunday, August 23, 2020 3:42 PM To: Mayor<MayorPWATERL00-IA.0RG>; Sharon Juon <Sharon.JuonPWATERL00-IA.0RG>; Dave Boesen <Dave.Boesen(@WATERL00-IA.ORG>; Margaret Klein <Margaret.Klein(@WATERL00- IA.ORG>;Jonathon.Grieder(cDwaterloo-ia.org; Pat Morrissey<Pat.Morrisse)1(@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.Amos(d)WATERL00-IA.ORG>; Ray Feuss<Ray.Feuss(@WATERL00-IA.ORG> Subject: GRIFFIN From Richard C. "Rich" Boesen, retired Waterloo Police Department Lieutenant, having served from August, 1972, to March, 2003. Mr. Mayor and City Council Members, Page 536 of 595 Once again the Griffin emblem has come under fire from a small but very vocal minority who believe it has ties to the Ku Klux Klan. In December, 2019, a Cedar Falls resident wrote a letter to the editor entitled, "Bad Symbol", in the Waterloo/Cedar Falls Courier, stating in part, "a dragon symbol on police cars that is reminiscent of the KKK". Myself and two others replied immediately to her accusation, stating the differences between the Griffin and a dragon, the history of the WPD patch, what the Griffin stands for, and how proud the officers of the WPD were and are to wear and display it. The Ione complainant continued with her written diatribe but, since no one joined her in her quest I was hoping the matter was settled. Recent criticism of the Griffin symbol by Kathryn Mahoney, linking it once again to the KKK and calling for its removal, plus having at least two council members agreeing with her request to remove it, prompted me to write this email. During the thirty plus years I was employed by the Waterloo Police Department I never once heard a Waterloo citizen or fellow officer attempt to link the Griffin to the KKK. I was and still am proud of the Griffin patch and what it stands for. The duty weapon presented to me upon retiring has a Griffin stamped on the side of the barrel. Just a short trip around our home reveals well over fifty items showing the Griffin on watches, tee shirts, belt buckles, knives, mugs, drink glasses, key chains, hats,jackets, paintings, a stained glass display, and many other items. When the opportunity arose I purchased three patches with my employee number on them, framed them, kept one for my wife and I and gave the others to my daughter and son, who proudly display them in their homes. To say the least I'm a huge fan of the Griffin having proudly worn it on BOTH shoulders the majority of my time on the PD, because I know what it stands for, and due to the fact it is one of the most unique and desired patches in the world of law enforcement. I'd also like to take this opportunity to address a quote in the August 20th edition of the Courier by Mr. Morrissey in which he stated, "That is amazing some people would try to draw a parallel between a pipe band and a law enforcement agency putting on a Ku Klux Klan logo". I find it equally amazing that someone who looks at a black dragon, facing right and breathing red fire on a pendant of the KKK from the 1860s would consider a red Griffin, facing left, with a plain beak (no fire), and state flat out, "a law enforcement agency putting on a Ku Klux Klan logo". As far as the comparison goes between the pipe band logo and the other two logos, I'd say the red lion favors the red Griffin more than the black dragon, since the lion is half of a griffin, both are red, and both face the same direction. That should make all three racist symbols in Mr. Morrissey's mind, but I'm sure it won't. Apparently, in this day and age, racism is in the eye and mind of the beholder. The Griffin is not a Ku Klux Klan logo and I take offense to his statement. I doubt SAAB Auto would use the head of a red Griffin as their logo since 1984, if they felt it had any connection to the KKK or racism. I've heard rumors you're also considering banning facial recognition, doing away with all Page 537 of 595 military surplus items, and restricting the use of non-lethal force on "protesters". Before you make and decisions regarding these subjects I'd like to throw in my two cent's worth. While I realize there are some problems with Facial Recognition Technology, especially with people of color, I feel it shouldn't be totally banned as it is still useful in very limited situations. Surplus Military Equipment should not be disposed of or banned from future acceptance if offered to the department. While some of the items are not applicable to law enforcement, many are. Vehicles have been used to save lives during blizzards and other natural disasters as well as rescuing citizens from barricaded situations while protecting the rescuers, and many other military surplus items have been applied to police work. Why waste tax payers' money when items can be used to aid and both citizens and officers. Restricting the use of non-lethal force is something each and everyone of you need to research in depth and hopefully will not result in tying the hands of officers to the point where a situation could escalate and cause serious injuries or possibly to citizens or officers. In closing, my only requests are that you leave the Griffin symbol alone, and please due your homework and discuss in depth each of the other items on the agenda before making any decisions. Thank You in advance for taking the time to read and consider the above information and requests. Rich Boesen Page 538 of 595 From: KELLEY FELCHLE To: Nancy High Subject: FW:The Griffin Date: Monday,August 24,2020 10:22:01 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:18 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@ WATERLOO-IA.ORG> Subject: FW: The Griffin From: Craig Holdiman <outlook_4F4950E37C83284CCcDoutlook.com>On Behalf Of Craig Holdiman Sent: Sunday, August 23, 2020 4:36 PM To: Sharon Juon <Sharon.JuonPWATERL00-IA.ORG>; Dave Boesen <Dave.BoesenC@WATERL00- IA.ORG>; Margaret Klein <Margaret.KleinC@WATERL00-IA.ORG>;Jonathan Grieder <Jonathan.Grieder(@WATERL00-IA.ORG>; Pat Morrissey<Pat.Morrisse)JCd)WATERL00-IA.ORG>; Jerome Amos Jr<Jerome.AmosC@WATER1-00-IA.ORG>, Ray Feuss<Ray.Feuss(@WATERL00-IA.ORG> Cc: Mayor<Mayor(@WATERL00-IA.0RG> Subject:The Griffin I know you have likely received multiple messages about this topic, so I will make mine brief. I understand that this is a hot issue right now and that it is creating low morale in the Waterloo Police Department. I would encourage you not to spend any more time on this issue. I understand that some feel it resembles a KKK symbol, yet if you google KKK symbols you won't find anything like the Page 539 of 595 Griffin. It is NOT a KKK symbol no more than the symbol used by the Cedar Glen bagpipers is, which resembles the police Griffin. I personally see nothing wrong with either of them. I believe I read that it had been checked out by an impartial group and they agreed it is not a KKK or hate symbol. I would encourage you to put this matter to rest once and for all and show support for our police department by voting against making the PD replace the Griffin. Not only would it be a morale booster but it would save money by not making it necessary to repaint the cars and replace the uniform shoulder patches. It would also show publicly that the council is supportive of the police department, which I'm sure you are. I venture to say that the vast majority of Waterloo citizens feel pretty much the same as I do, based on what I am hearing. Thanks for your time. Craig Holdiman 526 Midlothian Blvd. Waterloo, IA 50701 Cell: 319-240-1385 holdimanl(@mchsi.com Page 540 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW:WPD Date: Monday,August 24,2020 10:22:39 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:18 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>; COUNCIL MEMBERS<COUNCILMEMBERS@WATERLOO- IA.ORG> Subject: FW: WPD From:Julie Ritland <ilritland(@gmail.com> Sent: Sunday, August 23, 2020 5:12 PM To: Mayor<Ma)torPWATERL00-IA.ORG> Subject: WPD Dear Mayor Hart, I am writing today in support of keeping the griffin symbol for the Waterloo Police Department. In the beginning of this debate I did not feel compelled to reach out in either direction with my support. As the discussion continued, I visited with police officers and read social media posts from officers and their family members regarding the rationale for retaining the symbol on their uniform. I now realize that I need to back the officers who feel so Page 541 of 595 passionately about the patch. These men and women routinely sacrifice for the good of our community. When they leave for work, they do not know what their day will bring or what they will encounter during their shift. They serve as protectors for the citizens of Waterloo and they do it with pride. The symbolism of the griffin clearly means a great deal to the men and women who wear it. It is our duty to respect their wishes to retain the symbol on their gear. I am hopeful the members of the city council will consider this as they vote on this resolution. Please join me in supporting our officers and vote down the resolution that would remove the symbol that represents guarding and protecting...for this is precisely what they do every day. Sincerely, Julie Ritland Page 542 of 595 From: KELLEY FELCHLE To: Nancy High Subject: FW: Griffin Date: Monday,August 24,2020 10:23:05 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:20 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@ WATERLOO-IA.ORG> Subject: FW: Griffin From: b heinze <sneekiel��mail.com> Sent: Sunday, August 23, 2020 6:04 PM To: Mayor<MayorC@WATERL00-IA.0RG>; Sharon Juon <Sharon.JuonCO)WATERL00-IA.ORG>; Dave Boesen <Dave.Boesen(@WATERLOO-IA.ORG>; Margaret Klein <Margaret.Klein(@WATERLOO- IA.ORG>;Jonathan Grieder<Jonathan.GriederCo)WATERL00-IA.ORG>; Pat Morrissey <Pat.MorrisseyC@WATERL00-IA.ORG>;Jerome Amos Jr<Jerome.Amos(@WATERLOO-IA.ORG>; Ray Feuss<Ray.Feuss(@WATERLOO-IA.ORG> Subject: Griffin I feel changing the griffin logo is ridiculous, disrespectful to our law enforcement, and a waste of taxpayer dollars as well as administrative time. Why was it ever considered? Page 543 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW:The Waterloo Police Dept. patch Date: Monday,August 24,2020 10:28:13 AM From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:20 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@ WATERLOO-IA.ORG> Subject: FW: The Waterloo Police Dept. patch From: Derek Davis<oDster883(@)1ahoo.com> Sent: Sunday,August 23, 2020 7:05 PM To: Mayor<Mayor(@WATERLOO-IA.ORG>; Sharon Juon <Sharon.Juon(@WATERLOO-IA.ORG>; Dave Boesen <Dave.Boesen(@WATERLOO-IA.ORG>; Margaret Klein <Margaret.Klein(d)WATERLOO- IA.ORG>;Jonathan Grieder<Jonathan.GriederPWATERLOO-IA.ORG>; Pat Morrissey <Pat.Morrissey(@WATERLOO-IA.ORG>;Jerome Amos Jr<Jerome.Amos(@WATERLOO-IA.ORG>; Ray Feuss<Ray.Feuss(@WATERLOO-IA.ORG> Subject:The Waterloo Police Dept. patch Mr. Mayor and City Council members; Please drop the absurd discussion of trying to connect the Waterloo PD Griffin with anything racist. This is a fatal attack on the men and women that wear and represent that uniform everyday. With no evidence to support the couple of claims, this is a waste of the City's time. There are much more important and honest problems facing this community that your time & efforts best be spent on. I know I will, and believe many other community members will paying attention to those of you attempting to push such phony issues through our city Govt. Sincerely, Derek Davis Waterloo resident Sent from Yahoo Mail on Android Page 544 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW:The griffin patch Date: Monday,August 24,2020 10:28:44 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:20 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>; COUNCIL MEMBERS<COUNCILMEMBERS@WATERLOO- IA.ORG> Subject: FW: The griffin patch From: chuck hosier<chuckh911(@ yahoo.com> Sent: Sunday, August 23, 2020 8:02 PM To: Mayor<Mayor(@WATERL00-IA.ORG> Subject:The griffin patch I would like to ask you and the city council to leave the griffin patch as it is. It's been the symbol of the police department for 56 years and was never intended to intimidate or cause fear in anyone. The patch is a symbol of pride for the men and women of the department; both currently serving and retired. It's a shame that the image reminds some people of the various forms of the KKK dragons. I'm sure that was not Jack Bender's intent when he designed the patch. Thank you for your time. Chuck Hosier 705 Downing Ave Waterloo, la Page 545 of 595 319-610-3280 Page 546 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW:Waterloo PD Date: Monday,August 24,2020 10:29:27 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:21 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>; COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO- IA.ORG> Subject: FW: Waterloo PD From: sally Cox<sacoxw(cDgmail.com> Sent: Sunday, August 23, 2020 8:05 PM To: Mayor<MayorPWATERL00-IA.ORG> Subject: Fwd: Waterloo PD ---------- Forwarded message ----- Mayor Hart, I am writing to ask you to listen to the majority of Waterloo and keep the Griffin. As the mom of a former Waterloo Officer and mom-in-law to a Current Waterloo PD Officer I am asking Page 547 of 595 for your support for the Waterloo PD, not only in keeping the Griffin but in support of all their work. Our Officers are hardworking, professional men and women. The Griffin is obviously not a hate symbol as research will tell you. Also, I am curious as to where the funding will come from to create new and replace all the existing Griffins. That money would be better spent on mental health care. Please show your support for our hardworking Officers. Thank you. Sally Cox 3017 Bethel St Waterloo. 50702 319 230 2383 Page 548 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: Please do not remove the Griffin symbol Date: Monday,August 24,2020 10:30:34 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:21 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>; COUNCIL MEMBERS<COUNCILMEMBERS@WATERLOO- IA.ORG> Subject: FW: Please do not remove the Griffin symbol From: DeeAnn Burns<deeannmarie23(@gmail.com> Sent: Sunday, August 23, 2020 8:07 PM To: Mayor<Mayor(@WATERLOO-IA.ORG> Subject: Please do not remove the Griffin symbol I am in favor of keeping the Griffin on the Waterloo police departments patch. It in no way depicts the kkk dragon symbol. If it did I would be all for removing it. My father served our community as a proud Waterloo police officer for over 20 years before he was injured in the line of duty and had to retire early. Page 549 of 595 He loved his job he loved helping people I was always so proud of him. I grew up with the Griffin symbol proudly displayed on my fathers uniform and in our home as he went out to help people in our community everyday putting his life on the line to save others. I have so much pride in the Griffin symbol growing up my father taught me it meant pride in yourself and your job, protection of your community and everyone in it, safety to keep everyone in our community safe, courage to do the right thing even when it's hard and vigilance keeping careful watch over everyone to protect them from danger. I named my first born son Griffin after this symbol. He is very proud of his Grandfather for his service to this community. His dream has always been to become a police officer and wear the Griffin patch proudly and serve his community just like his Grandfather did for so many years. I have never in my life heard of it described as a green eyed n word eater until I read that in an article today. That is disturbing and if someone said that they do not deserve to wear the uniform and be a police officer because that is not ok in any way and that is not at all what this symbol stands for! Please do not just get rid of it! It means so much more to the people who wear it proudly to serve this community than you could possibly imagine! Thank you you for your time! Page 550 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW:Wloo PD Griffin Date: Monday,August 24,2020 10:30:53 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:21 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@ WATERLOO-IA.ORG> Subject: FW: Wloo PD Griffin From: Crystal Zikuda <aczikuda(@yahoo.com> Sent: Sunday, August 23, 2020 8:25 PM To: Mayor<Mayor(@WATERLOO-IA.ORG>; Sharon Juon <Sharon.JuonPWATERL00-IA.ORG>; Dave Boesen <Dave.Boesen(@WATERLOO-IA.ORG>; Margaret Klein <Margaret.Klein(@WATERL00- IA.ORG>;Jonathan Grieder<Jonathan.Grleder(@WATERLOO-IA.ORG>; Pat Morrissey <Pat.Morrissey(@WATERLOO-IA.ORG>, Jerome Amos Jr<Jerome.Amos(@WATERLOO-IA.ORG>; Ray Feuss<Ray.Feuss(@WATERLOO-IA.ORG> Subject: Wloo PD Griffin To all, As registered voters, and tax paying citizens of Waterloo, we'd appreciate it, if you show respect to the many dedicated men, and women of our police department. Wanting to erase history, and change their symbol of the griffin, is completely ridiculous, and a waste of Page 551 of 595 resources. We thought the members of city council were better than this..at least when we voted, we did...Get it together, and quit wasting resources on a ridiculous cause. Have you even researched and studied the symbol of the Griffin? We think not, otherwise this wouldn't have even been brought to the table. Show some much deserved respect to those brave men, and women, who respect us all enough to serve, and protect everyday. No questions asked, they just do it. Why? Because they apparently love the citizens of Waterloo more than you do. Quit trying to divide the city, by made up reasons to cause issues. Get it together! SAVE THE GRIFFIN! Sincerely, Two concerned, disgusted, registered tax paying citizens of Waterloo. Andy & Crystal Zikuda Sent from Yahoo Mail on Android Page 552 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW:Waterloo police emblem Date: Monday,August 24,2020 10:31:30 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:22 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>; COUNCIL MEMBERS<COUNCILMEMBERS@WATERLOO- IA.ORG> Subject: FW: Waterloo police emblem From: Greg Becker<gregbecker001(@gmail.com> Sent: Sunday, August 23, 2020 8:26 PM To: Mayor<Mayor(@WATERL00-IA.ORG> Subject: FW: Waterloo police emblem Mayor Hart, I am not in favor of changing the current police department logo. The symbol us not racially offensive once the factual background of the symbol is understood. Page 553 of 595 Making changes based on feelings over fact are not in the best interest of the city or its residents. The cost for making such a change are substantial and unwarranted. Even if the logo is changed someone will come forth with an objection. Please take this opportunity to support the police department during a time our support is lacking. Greg Becker 415 Hillcrest Road Page 554 of 595 From: KELLEY FELCHLE To: Nancy Higb Subject: FW: Griffin Date: Monday,August 24,2020 10:31:44 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 9:22 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>;COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO-IA.ORG> Subject:FW:Griffin -----Original Message----- From:Ron Lepsch<all 1714@mchsi.com> Sent: Sunday,August 23,2020 8:26 PM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:Griffin Please keep the griffin! It represents courage and strength. Thanks! Ron &Nancy Lepsch 467 Devonshire Dr. Waterloo,Ia. Page 555 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Elimination of Griffin logo and other proposed changes Date: Monday,August 24,2020 10:32:18 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 9:23 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@ WATERLOO-IA.ORG> Subject:FW:Elimination of Griffin logo and other proposed changes -----Original Message----- From:Beth Delagardelle<rpmdesigns472@gmail.com> Sent: Sunday,August 23,2020 8:44 PM To:Mayor<Mayor@WATERLOO-IA.ORG>; Sharon Juon<Sharon.Juon@WATERLOO-IA.ORG>;Dave Boesen <Dave.Boesen@WATERLOO-IA.ORG>;Margaret Klein<Margaret.Klein@WATERLOO-IA.ORG>;Jonathan Grieder<Jonathan.Grieder@WATERLOO-IA.ORG>;Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>;Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG> Subject:Elimination of Griffin logo and other proposed changes My husband and I have been residents of Waterloo for 36 years and strongly oppose changing the griffin logo that our committed officers proudly wear.Our city does not need to spend the time and resources to change the Griffin logo to pander to a few.What is needed is to educate them the history and the legacy behind it and if that does not suffice then we guess it's just too bad for them.Our committed officers have proudly worn this logo for decades and understand it's unique story and what it represents which is to protect and serve others.We attended the police academy graduation in Camp Dodge several years ago and Waterloo's unique badge stood out above all others and even more so with the unique story behind it dating back to Greek mythology. This is just an insult to our police family who are already under heightened criticism and disrespect throughout the country. Without your support,our loyal in blue may question their every move in dangerous situations for fear they will scrutinized and questioned in justifiable arrests.The elimination of this logo is an insult and lack of respect to your community police officers. Page 556 of 595 Police are resigning in droves across the country the past two months and others are strongly considering their options for a career change.This is happening right now amongst our own force in Waterloo.Our larger cities are experiencing double digit crime increases and terrified citizens and businesses large and small,many owned by minorities and immigrants who have poured their money into the American dream and can't afford to leave.Citizens are being left to defend themselves.We have visited and stayed in many of these once great cities but will never go back with what is happening.Our public officers across the country are being killed,maimed,beaten,demeaned and have no respect.Just last week Portland had 60 emergency calls go unanswered because police were forced to deal with riots.We trust you are aware what is happening around the country!! We are seriously looking at losing outstanding officers due to higher levels of stress,escalation in crime,morale issues and now removal of a beautiful logo backed by a story steeped in history that the majority of our citizens favor. Honestly...who will be there to protect you,your family,our citizens and businesses?Crime and protests are out-of- control across the country and there is no law and order.It is only a matter of time before this knocks on our doors. You,our elected officials are here to serve and represent the citizens of Waterloo and we're quite sure the majority of your voting constituents would not support this change.Your decision on this matter will be remembered at the next election.We have discussed this matter with numerous family,friends and business owners of Waterloo and they share our views and opinions.Please give our dedicated officers the respect and dignity they so rightly deserve! Beth&David Delagardelle 319-240-1717 319-240-1220 Sent from my iPhone Page 557 of 595 From: KELLEY FELCHLE To: Nancy Higb Subject: FW: Police Department Date: Monday,August 24,2020 10:33:03 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:24 AM To: QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <I<ELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: FW: Police Department From: Errol Brown <erro1dbrown7(cDgmai1.com> Sent: Sunday, August 23, 2020 8:48 PM To: Sharon Juon <Sharon.Juon(@WATERLOO-IA.ORG>; Dave Boesen <Dave.BoesenC@WATERL00- IA.ORG>; Margaret Klein <Margaret.Klein(@WATERLOO-IA.ORG>;Jonathan Grieder <Jonathan.Grieder(@WATERLOO-IA.ORG>; Pat Morrissey<Pat.Morrissey(@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.Amos(@WATERLOO-IA.ORG>; Ray Feuss<Ray.Feuss(@WATERL00-IA.ORG>; Mayor<MayorCcDWATERL00-IA.ORG> Subject: Police Department Mayor and Council, I am writing tonight to ask you to support our Waterloo Police Department by opposing the changes being brought forward by Pat Morrissey. I have lived in Waterloo for more than 80 years and later this fall I will be selling my home and moving out of town. Some of the recent Page 558 of 595 actions by the council have, in many ways, made this decision easier for me. I believe that this is the worst possible time to be having this discussion. It should not pass but at the very least should be postponed. All council members should be required to sit in the council chambers and look into the eyes of the public before they cast their votes. Right now almost the entire council is still zooming into the meetings despite the fact that the majority of their constituents have had to return to work. I stand with the Waterloo Police Department. I hope you will too. Thank you, Errol Brown 2831 Saratoga Drive Waterloo, IA 50702 Page 559 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW:WPD Date: Monday,August 24,2020 10:33:13 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. � + 0 From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:24 AM To: QUENTIN HART<QUENTI N.HART@WATERLOO-IA.ORG>; KELLEY FELCHLE <KELLEY.FELCH LE@ WATERLOO-IA.ORG> Subject: FW: WPD From: richard riker<wfr305(@yahoo.com> Sent: Sunday, August 23, 2020 9:07 PM To: Mayor<Mayor(@WATERLOO-IA.ORG>; Sharon Juon <Sharon.JuonPWATERL00-IA.0RG>; Dave Boesen <Dave.Boesen(@WATERLOO-IA.ORG>; Margaret Klein <Margaret.Klein(@WATERL00- IA.ORG>;Jonathan Grieder<Jonathan.Grieder(d)WATERL00-IA.ORG>; Pat Morrissey <Pat.Morrissey(@WATERLOO-IA.ORG>, Jerome Amos Jr<Jerome.Amos(d)WATERL00-IA.ORG>; Ray Feuss<Ray.Feuss(&)WATERL00-IA.ORG> Subject: WPD I support the Waterloo Police Department. As you should be doing. Sent from Yahoo Mail on Android Page 560 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: City council meeting regarding police Date: Monday,August 24,2020 10:33:29 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 9:25 AM To:QUENTIN HART<QUENTIN.HART@WATERLOO-IA.ORG>;KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG>;COUNCIL MEMBERS <COUNCILMEMBERS@WATERLOO-IA.ORG> Subject:FW:City council meeting regarding police -----Original Message----- From:danae.loves.music@gmail.com<danae.loves.music@gmail.com> Sent: Sunday,August 23,2020 10:13 PM To:Mayor<Mayor@WATERLOO-IA.ORG> Subject:City council meeting regarding police Mayor, I know these are unprecedented times and everyone is just trying to do what they believe to be right,but after reading the different agendas trying to be passed,I believe that they would put police officers in harms way and impede justice.Please support our police officers while they try to do a thankless and dangerous job for the good of the community,and please don't take away necessary tools that help them do so. Sincerely, Danae Sent from my iPhone Page 561 of 595 From: KELLEY FELCHLE To: Nancy Higb Subject: FW: Griffin patch Date: Monday,August 24,2020 10:40:25 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 9:47 AM To:KELLEY FELCHLE<KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject:FW:Griffin patch -----Original Message----- From:Keith Ruffcorn<kruffcom3@mchsi.com> Sent:Monday,August 24,2020 9:36 AM To:Mayor<Mayor@WATERLOO-IA.ORG> Cc:Margaret Klein<Margaret.Klein@WATERLOO-IA.ORG>; Sharon Juon<Sharon.Juon@WATERLOO- IA.ORG>;Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>;Dave Boesen <Dave.Boesen@WATERLOO-IA.ORG>;Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG>;Ray Feuss <Ray.Feuss@WATERLOO-IA.ORG>;Jonathan Grieder<Jonathan.Grieder@WATERLOO-IA.ORG> Subject:Griffin patch Please do not remove the Griffin patch. I have been an ER physician in Waterloo since 1981. I have worked extensively with the men and women of the Waterloo police force during that period of time and have found them to be a fabulous group of people. They have tremendous dedication to this community and impeccable integrity. It would be ridiculous to remove the Griffin symbol,as that would be a slap in their face. Not to mention a tremendous waste of tax dollars. Now is the time for Waterloo administration to stand in support of our police. Thank you for your consideration. Sincerely, Keith Ruffcorn,MD Page 562 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: W.P.D. Date: Monday,August 24,2020 10:40:55 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 9:48 AM To: KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: FW: W.P.D. From: Mary Hall <mary.rose.hall93l@gmail.com> Sent: Monday, August 24, 2020 9:46 AM To: Mayor<Mayor(@WATERLOO-IA.ORG>; Sharon Juon <Sharon.Juon(@WATERL00-IA.0RG>; Dave Boesen <Dave.Boesen(@WATERL00-IA.ORG>; Margaret Klein <Margaret.Klein C@WATERL00- IA.ORG>;Jonathan Grieder<Jonathan.Grieder(@WATERL00-IA.ORG>; Pat Morrissey <Pat.Morrissey(@WATERL00-IA.0RG>; Jerome Amos Jr<Jerome.AmosPWATERL00-IA.0RG>; Ray Feuss<Ray.Feuss(@WATERL00-IA.ORG> Subject: W.P.D. Dear Mayor and Waterloo City Council, It has come to my attention that the city council meeting tonight will be discussing defending the Waterloo Police Department and changing their Insignia. As a citizen of Waterloo, I am asking you to listen to the people you represent. I am in full support of our police department, and do NOT think there should be any changes. I have spoken with a current police officer Page 563 of 595 who believes these changes would be devastating to the W.P.D. I agree with him. Please support the police department in the great city of Waterloo. Thank you, Mary Hall Page 564 of 595 From: KELLEY FELCHLE To: COUNCIL MEMBERS;QUENTIN HART; Nancy Hiabv;Kendra Wyatt Subject: FW: Save The Griffin Date: Monday,August 24,2020 10:49:52 AM From: Ijbfncb <tteyob67@gmai1.com> Sent: Monday, August 24, 2020 10:48 AM To: KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.0RG> Subject: Save The Griffin To whom it may concern, In regards the debate on removing the current patch from the Waterloo Police Officers uniforms - as a Waterloo citizen my opinion is to keep it. When I see that patch or insignia- I know that it is one of our Waterloo's finest- I see PROTECTION. SAVE THE GRIFFIN!! Let's actually work on real issues in the community - Thank you. Page 565 of 595 AWA, WEDNESDAY, APRIL 15, 1914 THIRTY=SIX 7UM.V - .� r r ` i it• .3j.. - t�3>2 ts. .y';'� t x ss<{ i:.y r.t x 2�Yt 'i '4►, i tv 1• art V Il. e of w. � Ily .p pi y v? W lei i2g �` ` e � ±inTl fr S 75 . e s �x 3'�ZS r > b� 3� \, 9 .w' p S. ��t le bL {Courier Photo} Griffins on Arms of Waterloo Police 31 e yE 1. Waterloo policemen this week began dig- of an eagle and the body of a lion. Wright o playing bright red griffins on their arms, enlisted the aid of Waterloo Daily Courier is The griffin, a Greek mythological Tical animal artist Jack Bender ibdesignin the patch. le. g' g � f Y b• ' g p to symbolizing vigilance, is the main feature The.red griffin is set off by a bright gold - of the police department's new uniform background. Lettering and the border are tr patch worn here by patrolman Donald More- in Mack, The new patches are being issued IR lock. Police Chief Robert Wright said he did with all replacement uniforivis. Therefore, fc quite a bit of research in an effort to devise it will be some time before the new patches el a patch that would be unique and symbolic completely replace the triangular patch that h, of police work before he ran across the . displays only the lettering "Waterloo Police hi e griffin, an animal with the head and wings Dept."--but no griffin. t Page 566 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: WPD policing changes Date: Monday,August 24,2020 11:11:29 AM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo,Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. -----Original Message----- From:Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent:Monday,August 24,2020 11:10 AM To:KELLEY FELCHLE<KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject:FW:WPD policing changes -----Original Message----- From:bgirsch@mchsi.com<bgirsch@mchsi.com> Sent:Monday,August 24,2020 11:03 AM To:Mayor<Mayor@WATERLOO-IA.ORG>; Sharon Juon<Sharon.Juon@WATERLOO-IA.ORG>;Margaret Klein<Margaret.Klein@WATERLOO-IA.ORG>;Dave Boesen<Dave.Boesen@WATERLOO-IA.ORG>;Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG>;Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>;Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG>;Jonathan Grieder<Jonathan.Grieder@WATERLOO- IA.ORG> Subject:WPD policing changes Good morning,Mayor Hart and Waterloo City Council Members. May my e-mail find you and your families safe and healthy. My name is Leila Girsch,proud and lifelong resident of Waterloo. I am contacting all of you with my concerns regarding changes being considered involving the Waterloo Police Department. There are falsehoods being brought forth by a small group of citizens,unfortunately,a city council member and a private attorney among them. I am quoting Waterloo Courier articles, "Many states incorporated the stars and bars into their state flags in the 1960's. Waterloo adopted the Klan dragon."(attorney Kathryn Mahoney) In addition, Mr.Morrissey,your comment about the WPD law agency"putting on a Ku Klux Klan logo",is an offensive, misleading lie,which,dangerously,can spearhead misguided social unrest among uninformed citizens. The WPD griffin is no more a Ku Klux Klan dragon,than is the Scottish logo,proudly used by your pipe and drum band. There is absolutely no correlation between either of those symbols to any hatred group. Our WPD griffin was adopted in 1964. A griffin is NOT a dragon: it is a cross between and lion and an eagle;it has not,nor ever will,stand for racial hate. In my research of the griffin symbol,which symbolically dates back to before 3000 B.C.,these words were used in definition: vigilance,courage,strength,boldness,leadership, protection,guardian. Do these words not describe our law officers? These explanations are easily accessed through many websites. I would ask that you all seek this readily available information. As city leaders,you must make informed decisions based on facts;you were elected and sworn to do so. When we have misinformed citizens spreading false messages to the public,it is imperative that we continue to Page 567 of 595 answer to those misconceptions. I have certainly had perceptions throughout my life that were unfounded;we all have. When I educated myself and found the real truth,I accepted those truths and moved on. The group in our city perpetuating these falsehoods must do the same. They are promoting disservice to our community and to our men and women in blue who have proudly earned the honor to wear the griffin logo each and every day. Another great concern of mine,is the possibility of reduced funding to our police department. While some policing changes can be positive,cutting funding is surely walking down a dangerous slope. We are a city of nearly 70,000. Any city of our size has crime,much of it centering around drug trafficking,gun violence,stolen firearms,break-ins,assault,with many of these crimes related to gang activity;it is not unique to Waterloo. We must retain civility and law and order. I would not want it any other way,and I believe you feel the same way. Your job is to do all you can to support and reinforce law and order and safety for all of our citizens. We must leave it to our law enforcement agencies to properly carry out those tasks. In doing these often dangerous and thankless duties,our force needs all the resources and funding available. Some community members and leaders are calling for more training in certain areas of law enforcement;training is fruitful;training takes funding. We have an exceptionally well trained police force.They continue to make themselves better officers and leaders,always seeking ways to improve. As city leaders,you must continue to foster and fund their growth. It is vital that in your decision making,you involve our Chief,our Majors,our Captains,our Lieutenants,our Sergeants,our officers. Set up work sessions with them,learn of the great work our VCAT team,our Tri County Drug Task Force,our Gang Task Force continues to do,hear of their successes,hear of all of the firearms they have taken off the streets. Learn of the work our brave patrol officers perform.They deserve to be heard. You will also hear of their frustrations,their ideas,their many stories,their financial and emotional needs,the long hours they put in,the dangers they face. Would you do their job? Would you put on that uniform,leave your family and go out and put your life on the line for all of us each and every day? I know I could not,nor would the majority of our population. Yet we want and need their constant protection. You must,as city leaders,not bow down to the one-sided demands that may be presented to you by some citizen groups. You must be fair and just in getting"all sides of the story." In closing,I offer this quote,as told to ABC news,by acting Homeland Security Secretary,Chad Wolf: "Painting law enforcement with a broad brush of systematic racism is really a disservice to the men and women who put on the badge,the uniform,every day,risk their lives to protect the American people" Thank you to all of you for your attention to my great concerns.My e-mail is: bgirsch@mshci.com should you desire to respond And thank you for taking on all the difficult decisions city leaders must tackle. Sincerely,Leila Girsch Page 568 of 595 n Page 569 of 595 From: KELLEY FELCHLE To: Nancy Hiabv Subject: FW: Police Logo Date: Monday,August 24,2020 1:57:17 PM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 12:35 PM To: KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: FW: Police Logo From: Dan Stephens<dan.stephens10(@gmail.com> Sent: Monday, August 24, 2020 12:08 PM To: Mayor<MayorPWATERL00-IA.0RG>; margaret.kleim(cDwaterloo-ia.org; Jerome Amos Jr <Jerome.AmOS(@WATERLOO-IA.ORG>; Sharon Juon <Sharon.Juon(@WATERLOO-IA.ORG>; Dave Boesen <Dave.BoesenCc)WATERL00-IA.ORG>;Jonathan Grieder<Jonathan.GriederCCDWATERL00: IA.ORG>; Pat Morrissey<Pat.MorrisseyCcDWATERL00-IA.ORG>; Ray Feuss<Ray.FeussC@WATERL00- IA.ORG> Subject: Police Logo Dear Counsel Members I am a Waterloo, Ward 5 resident and I want to strongly voice my opposition to doing away with the Griffin as the Waterloo Police Department's logo. The Police have a difficult job and the Griffin is a strong visible statement of what they are about. I've read the articles in the paper and done research of my own and strongly believe that the vigilance, strength and protection the Griffin represents are admirable characteristics for every police department! Page 570 of 595 The Griffin is not a Klan symbol and those that think it is are misinformed. In addition to the significant waste of tax dollars to remove the logo from all police property it would be demeaning and demoralizing for the police. What is needed is this City Council's support for the police. Education of the community regarding the true meaning of the Griffin is appropriate as opposed to the fictitious meaning presented by those who wish to undermine the Police. In attempting to contact the Mayor and Council members I was only able to get through to one member. None of the others answered and one member was not even taking voicemail messages (mailbox full, this email is particularly for him). It would be very interesting to know from those that are listening to constituents the input received from them. An idea forletting your constituents speak for themselves would be to put the issue on the ballot in the upcoming election as a referendum and let the people decide. I believe the overwhelming majority of Waterloo residents desire a safe and law abiding community. Support for our Police Department goes a long way to encouraging that. Sincerely, Dan Stephens Page 571 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Griffin debate Date: Monday,August 24,2020 1:57:18 PM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. IN From: La'Rae Jenelle coppage<lacoppage@gmail.com> Sent: Monday, August 24, 2020 12:38 PM To: KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: Griffin debate My name LaRae Coppage. The purpose of this email is to express my thoughts on this issue. I have seen a lot of comments on social media and elsewhere about this subject and i can't be silent anyone. This subject really brought of some ignorance in people and some broken emotions in others. One of my uncles was a police officer, so I understand the families of officers. But with that being said I strongly encourage you to vote to change the symbol. I understand that people think there is nothing wrong with this symbol, but that nothing but far from the truth. With this city being the number one in Iowa to have most African American population you can see how this is affecting us. If that suppose to be a Griffin, which let's be honest doesn't look nothing like the creature, then make it look like it. I know we all want to have a better relationship with the police and the community and that involves change. In order to move forward we got to let some things go. Some people are not going to like it but sometimes it needs to happen for the greater good. And this is a change that needs to happen. Page 572 of 595 Please consider to vote to change the symbol to have Waterloo move forward. Thank you. Page 573 of 595 From: KELLEY FELCHLE To: QUENTIN HART; Kendra Wyatt;COUNCIL MEMBERS; Nancy Hiabv Subject: FW: Resolution Ordering the Waterloo Police to Develop a New Insignia Date: Monday,August 24,2020 1:57:18 PM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. From: bob@greenwood ph armacy.com <bob@greenwood pharmacy.com> Sent: Monday, August 24, 2020 1:36 PM To: KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: FW: Resolution Ordering the Waterloo Police to Develop a New Insignia -----Original Message----- From: bob&greenwoodpharmacy.com Sent: Monday, August 24, 2020 1:25pm To: quentin.hartQwaterloo-ia.orq, kelly.felschle&waterloo-ia.org, councilmembersQwaterloo-ia.org Subject: Resolution Ordering the Waterloo Police to Develop a New Insignia Greetings Mayor Hart and Members of the Waterloo City Council, We write you today concerning agenda item nine on this evenings agenda, the Resolution Ordering The Waterloo Police to Develop a New Insignia. We ask the City Council to not support the Resolution, to seek more public input, and to table this item indefinitely. In reading through the Whereas, the first and second Whereas seen factually, the third and fourth seem quite subjective. This symbol of the Waterloo Police Department was adopted in 1964, Jack Bender a well known Waterloo-Cedar Falls Courier artist along with then Chief Robert Wright designed the Griffin Patch. We believe the Griffin patch should remain on the uniform of our Waterloo Police. Bob & Chery Greenwood 3553 Muirfield Drive Waterloo Page 574 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Waterloo Police Patch Date: Monday,August 24,2020 2:39:43 PM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. Igo From:Jessica Young<jastruck@yahoo.com> Sent: Monday, August 24, 2020 2:23 PM To: Sharon Juon <Sharon.Juon@WATERLOO-IA.ORG>;Jerome Amos Jr<Jerome.Amos@WATERL00- IA.ORG>; Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG>;Jonathan Grieder <Jonathan.Grieder@WATERLOO-IA.ORG>; Margaret Klein <Margaret.Klein@WATERLOO-IA.ORG>; Dave Boesen <Dave.Boesen@WATERLOO-IA.ORG>; Pat Morrissey<Pat.Morrissey@WATERLOO- IA.ORG>; KELLEY FELCHLE<KELLEY.FELCHLE@WATERLOO-IA.ORG>; Mayor<Mayor@WATERL00- IA.ORG> Subject: Waterloo Police Patch Hello Council, I am writing you today to try to express my opinion on the changing of the griffin patch that the police department currently uses. I have been trying to collect my thoughts on this and form them into something that would adequately express my views,but it has been hard. I will try now. I believe that it is time to change the patch. If a segment of our population sees this symbol as offensive and suppressive, that is an entire group of people who are being told that their feelings, emotions, views, etc don't matter, if the patch isn't updated. There were several sample patches that were floated out on the police department's Facebook page several weeks ago, some including just the name, some with the 4th Street Bridge, some with the "Green Goddess" statues (representing Agriculture, Justice, Knowledge and Science). I thought those were much more appropriate than the current patch. As a business owner, I have done much research on branding and logos. There is even Page 575 of 595 something called Color Psychology. This is how logo colors make people feel. With the current logo, even the colors are aggressive. Isn't it normally the duty of police to protect and serve? Everything about the current logo says intimidate. When I moved to Waterloo in 1996 and saw the police cars, I thought it very odd that they had those slogans/logos on the doors. It did not make me feel like I would want to call them up if I had a problem. And at that time I was young and not really paying attention to much except how to pay my bills. In the current state of affairs, I think that changing the patch is the VERY LEAST that can be done to show that the police are a part of the community and not here to intimidate and control. It is our duty to make space for the voices that do not normally get heard or made to feel valid. The more those voices are stomped out, the more likely you are to have a disconnected and disenfranchised community. Also, it is just silly to think that if a logo/patch gets changed, that suddenly we aren't honoring people who have previously served. There was at least one patch that I am aware of that was worn before the current one. Do those people not matter? Of course they do, as do those who wore the current one. And, yes, you are going to have a bunch of privileged people who have never had cause to even think about the patch,who are going to disagree with changing it...but I think it's time to listen to those who aren't being heard. Thank you for taking the time to read this, and for finally bringing this issue to council business. Jessica Young 316-318 W 3rd St Waterloo IA 50701 Page 576 of 595 From: KELLEY FELCHLE To: Nancy Higby Subject: FW: Respect and Keep The Griffin Patch Date: Monday,August 24,2020 3:48:44 PM Kelley Felchle City Clerk City of Waterloo 715 Mulberry Street Waterloo, Iowa 50703 (319)291-4323 PURSUANT TO IOWA CODE CHAPTER 22 E-MAIL COMMUNICATION TO AND FROM THIS ADDRESS MAY BE SUBJECT TO PUBLIC DISCLOSURE. From: Kendra Wyatt<Kendra.Wyatt@WATERLOO-IA.ORG> Sent: Monday, August 24, 2020 3:32 PM To: KELLEY FELCHLE <KELLEY.FELCHLE@WATERLOO-IA.ORG> Subject: FW: Respect and Keep The Griffin Patch From: Marty McConville<mcconville.marty(@gmail.com> Sent: Monday, August 24, 2020 3:29 PM To: Mayor<Ma)1orC@WATERL00-IA.0RG>; Margaret Klein <Margaret.Klein C@WATERLC0-IA.ORG>; Sharon Juon <Sharon.JuonCcDWATERL00-IA.ORG>;Jonathan Grieder <Jonathan.Grieder(@WATERL00-IA.ORG>;Jerome Amos Jr<Jerome.AmosC@WATERL0C-IA.ORG>; Dave.Boeson(@waterloo-ia.org; Pat Morrissey<Pat.Morrissey(CDWATERL00-IA.ORG>; Ray Feuss <Ra)t.Feuss(@WATERL00-IA.0RG> Subject: Respect and Keep The Griffin Patch Honorable Waterloo Mayor and City Council Members: I usually side with the majority on many decisions, but to change the Griffin Patch is ridiculous! Is this a joke?! If you're worried about dragons,ban the "Game of Thrones" series,ban Walt Disney's, "Sleeping Beauty", refuse our high school sport teams to compete against the Johnston High School Dragons and end all playing of the songs, "Stop 'Draggin' My Heart Around" by Stevie Nicks and Tom Petty and Peter, Paul and Mary's, "Puff the Page 577 of 595 Magic Dragon"! You are opening a can of worms! AND I've heard talk of DEFUNDING the Waterloo Police Department. What?! How about redirecting some funding to help officers'understand the trials and tribulations and what motivates individuals to be better citizens. AND how to motivate parents and grandparents to instill respect and civility when confronted by the police who are only trying to protect and serve our great city. I could go on and on, but a small side note: Iowa had more citizens enlist per capita in the civil war than any other state North or South. The reason was to end slavery and preserve the Union. Thanks for your time, Sincerely, James Martin McConville Page 578 of 595 From: Kendra Wyatt To: KELLEY FELCHLE; Nancy Hiabv Subject: FW: Waterloo Logo&More Date: Monday,August 24,2020 3:55:40 PM From: Lori McConville<mcconvillelori@gmail.com> Sent: Monday, August 24, 2020 3:43 PM To: Mayor<Mayor@WATERLOO-IA.ORG> Cc: Sharon Juon <Sharon.Juon@WATERLOO-IA.ORG>; Dave Boesen <Dave.Boesen@WATERLOO- IA.ORG>; Margaret Klein <Margaret.Klein @WATERLOO-IA.ORG>;Jonathan Grieder <Jonathan.Grieder@WATERLOO-IA.ORG>; Pat Morrissey<Pat.Morrissey@WATERLOO-IA.ORG>; Jerome Amos Jr<Jerome.Amos@WATERLOO-IA.ORG>; Ray Feuss<Ray.Feuss@WATERLOO-IA.ORG> Subject: Waterloo Logo & More Hello Mayor and City Council Members- I'm writing to you to share my voice about the removal of the griffin from the PD logo and the defunding of the police department. From my perspective, this logo does not in any way represent the KKK, and should not be removed. Changing the logo as you know, will cost the taxpayers (estimated at $80,000, I predict double or triple that), and that is something at this time we cannot afford. I believe if you go deeper into what the concerns really are,perhaps let's address that first! Rebranding starts with more than a logo, the process should go deep inside the organization and the community to rebuild a culture and the brand. As someone said recently, police officers are routinely told that they should be held to a higher standard. Shouldn't that be for you too!!! I can't believe we are in a `reactive mode' right now, and not a `proactive mode'. The bigger issue and more serious concern that I have is more of what Councilman Morrissey is trying to do, and that is to defund the police department. Why don't you ask some of the other communities about how defending their police department has gone!!! The last thing I want to do is to live and support a community where there are less police on the streets. We are in trying times. Our police are stressed, and morale (from what I hear), is low. We need to be supporting our police department and not attacking them. It's a time to come together, and not be divided. Best, Lori Lori McConville mcconvillelori&gmail.com Page 579 of 595 Page 580 of 595 CITY OF WATERLOO Council Communication An ordinance amending the policies, practices, and duties of the Waterloo Police Department. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ Ordinance as proposed Backup Material Motion to receive, file, consider, and pass for the first time an ordinance amending the City of Waterloo Code of Ordinances by repealing Article A, Police Department, of Chapter 6, Municipal Departments, Title 1, SUBJECT: Administration, and enacting in lieu thereof a new Article A, Police Department, of Chapter 6, Municipal Departments, Title 1,Administration. Motion to suspend the rules. Motion to receive, file, consider, and pass for the second and third times and adopt said ordinance. Submitted by: Submitted By:Mayor Quentin Hart Page 581 of 595 Prepared by Kelley Felchle, City Clerk, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. ORDINANCE NO. XXXX AN ORDINANCE AMENDING THE CITY OF WATERLOO CODE OF ORDINANCES BY REPEALING ARTICLE A, POLICE DEPARTMENT, OF CHAPTER 6, MUNICIPAL DEPARTMENTS, TITLE 1, ADMINISTRATION, AND ENACTING IN LIEU THEREOF A NEW ARTICLE A, POLICE DEPARTMENT, OF CHAPTER 6 MUNICIPAL DEPARTMENTS, TITLE 1, ADMINISTRATION. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA AS FOLLOWS: Section 1. That Article A, Police Department of Chapter 6, Municipal Departments, Title 1, Administration, is hereby repealed and a new Article A, Police Department, of Chapter 6 Municipal Departments,Title 1,Administration, is enacted in lieu thereof as follows: ARTICLE A. POLICE DEPARTMENT 1-6A-1: DEPARTMENT ESTABLISHED: 1-6A-2: DEFINITIONS: 1-6A-3: POLICE CHIEF: 1-6A-4: GENERAL DEPARTMENT POWERS AND DUTIES: 1-6A-5: MANDATORY POLICIES: 1-6A-6: RESERVE UNIT: 1-6A-1: DEPARTMENT ESTABLISHED: All ordinances of the city creating, establishing and structuring the police department, not inconsistent with the provisions of this code, are hereby expressly saved from repeal. 1-6A-2: DEFINITIONS: Biased Policing: Discrimination in the performance of duties,based on personal prejudices or partiality of officers that interferes with their professional judgment, training or adherence to law. Biased policing includes,but is not limited to, making prejudicial decisions affecting individuals in classes protected by federal, state, and local law. Racial Profiling/Biased-Based Profiling: A law enforcement-initiated action based on an individual's race, ethnicity, gender, sexual orientation, or national origin rather than on the individual's behavior or on information identifying the individual as having engaged in criminal activity. Racial profiling pertains to persons viewed as suspects or potential suspects of criminal behavior. The term is not relevant as it pertains to witnesses, complaints or other citizen contacts. 1-6A-3: POLICE CHIEF: The chief of the police department shall be appointed by the mayor with approval of the city council from the police chief civil service list.Nothing herein contained shall prevent the removal of and the termination of the appointment of the chief as provided by law or employment agreement. 1-6A-4: GENERAL DEPARTMENT POWERS AND DUTIES: The police department shall provide for the preservation of public peace and enforcement of all state laws, city ordinances, and orders of the mayor during civil emergencies; Work to prevent and solve crimes; Respond to emergency calls for service involving life threatening situations and/or in-progress crimes; May assist the city attorney whenever requested in the examination of the facts concerning any case or possible case against the city; Maintains a secure system for police records and evidence. Employees of the police department shall devote their whole time Page 582 of 595 Ordinance No. Page 2 and attention while on duty to the business of the department and shall at all times be subject to the rules and regulations made by the chief of police concerning their conduct and duties. 1. Officers shall police in a proactive manner and investigate suspected violations of law.It is the duty of the WPD to actively enforce state and federal laws in a responsible and professional manner, without regard to race, ethnicity, or national origin, and to police within the scope of the Constitution. 2. Officers shall conduct themselves in a respectful manner at all times when dealing with the public. Two of the fundamental rights guaranteed by the United States constitution are equal protection under the law and freedom from unreasonable searches and seizures by government agents. The WPD will respect both,the rights of all persons to equitable treatment under the law, and the right to be free from unreasonable searches and seizures. Engagement by any WPD officer in racial profiling or biased based policing is,both unacceptable, and strictly prohibited. 1-6A-5: MANDATORY POLICIES: The Chief of Police shall develop, implement, and enforce training, programs, or policies that address the following: 1. Establish a Chief's Policy and Disciplinary Review Board. 2. Prohibit racial profiling. 3. Require biased free policing. 4. Require in car video and body-worn cameras. 5. Require crisis intervention training. 6. Require training for interactions with transgender individuals. 7. Require officers to de-escalate situations, when possible, before using force. 8. Require a use of force rational decision-making model that defines or limits the types of force to the minimum force necessary standard that can be used to respond to levels of resistance. 9. Restrict or prohibit chokeholds and strangleholds, including positional asphyxia and carotid restraints. 10. Require officers to give a verbal warning, when possible, before using deadly force. 11. Prohibit officers from shooting at people in moving vehicles unless the person poses a deadly threat by means other than the vehicle. 12. Require officers to exhaust all other reasonable alternatives before resorting to the use of deadly force. 13. Require officers to adhere to their duty to intervene, to stop another officer from using disproportionate force, and requiring officers to report conduct that is inconsistent with the policies, procedures, directives, standard operating procedures, mission, vision, ethics, values, and guiding principles of the department, and the City of Waterloo. 14. Require officers to report both uses of force and threats of or attempted uses of force. 1-6A-6: RESERVE UNIT: A. Creation: There is hereby created the Waterloo police reserve unit in accordance with the provisions of Iowa Code chapter 80D. B. Definition: A reserve police officer is a volunteer, non-regular, sworn member of a law enforcement agency who has regular police powers while functioning as an agency's representative and participates on a regular basis in the agency's activities. C. Membership; Qualifications: 1. Membership and Size: The size of the police reserve unit shall be determined by the chief of police. The reserve organization shall consist of a police reserve coordinator assigned by the chief of police from the membership of the police department, a reserve captain, a lieutenant and sergeants to serve as squad leaders for each squad of five (5) or more reservists as deemed necessary. Membership in the police reserve shall be determined upon standards established and approved by the chief of police. Applicants for membership shall be certified by the chief of police upon recommendation of the police reserve coordinator after satisfactory completion of the training standards. Each reserve member shall take an oath of office. Page 583 of 595 Ordinance No. Page 3 2. Physical Examination: All police reserve officers shall satisfactorily pass a department- approved physical examination at their expense prior to being appointed as a police reserve officer. 3. Standards and Training: All standards and training required under Iowa Code chapter 80D shall constitute the minimum standards for police reserve officers. 4. Status: Members of the police reserve shall be considered employees of the city while they are performing police duties as authorized and directed by the chief of police. However, they are not subject to the conditions of the collective bargaining agreement of the police bargaining unit nor can they derive any benefit from the police pension. They are also not subject to the civil service provisions of Iowa Code chapter 80D. 5. Compensation: They shall receive a salary of two dollars ($2.00)yearly from the city at the beginning of each fiscal year. D. Officers Duties and Responsibilities: 1. Reserve Coordinator: The police reserve coordinator shall be assigned by the chief of police from the membership of the police department and responsible to the chief of police for the supervision, training, recruitment and activities of the police reserve unit. 2. Reserve Captain: The police reserve captain shall be responsible to the reserve coordinator for the command, control and direction of police reserves. It shall be his duty to assist the police department in the enforcement of all laws and city ordinances in such a manner and at such time as directed by the police chief. 3. Reserve Lieutenant: The police reserve lieutenant shall assist the reserve captain and supervise the reserve sergeants. E. Removal: Members of the police reserve shall serve at the discretion of the chief of police. They shall be appointed, promoted, removed and discharged from such position by the police chief who may consider the recommendation of the police reserve coordinator. F. Rules: The police reserves may adopt a constitution, rules and regulations for the conduct of meetings and activities consistent with city ordinances and the laws of the state. All police reserve officers are subject to the police department code of conduct and such other regulations as established by the chief of police. G. Uniform and Safety Equipment: 1. The city shall furnish all reserve officers with the following equipment and uniform items: 1 reserve breast badge I reserve badge 1 ID card I police reserve patch Ammunition for weapon 2. Reserve officers shall furnish, at their own expense, the following items (items shall be replaced as needed to provide the minimum as listed from department approved suppliers): 1 pair of pants, navy blue I summer shirt, navy blue 1 winter shirt, navy blue I cap, navy blue 1 tie, black I jacket, navy blue Leather equipment, i.e., to consist of belt, handcuffs with case Freeze +P spray with case Page 584 of 595 Ordinance No. Page 4 1 department approved firearm 1 ASP Baton 1 ballistics vest 1 helmet Name tags for shirts and jacket 3. During their hours of duty, members of the police reserve shall wear the uniform as prescribed by the chief of police. H. Records: The police department shall keep an accurate record of all members of the police reserves, their dates of admission and discharge. Section 2. This ordinance shall be in full force and effect from and after its passage and publication as provided by law. INTRODUCED: , 2020 PASSED 1st CONSIDERATION: , 2020 PASSED 2nd CONSIDERATION: ' 2020 PASSED 3rd CONSIDERATION: , 2020 PASSED AND ADOPTED this day of August 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle City Clerk :3It? 0. 0. 7/1 �OWQ, ' Page 585 of 595 CITY OF WATERLOO Council Communication An ordinance enacting a new changing station requirement to certain facilities. City Council Meeting: 8/24/2020 Prepared: 8/5/2020 ATTACHMENTS: Description Type ❑ Ordinance as proposed Backup Material Motion to receive, file, consider, and pass for the second time an ordinance amending the City of Waterloo Code of Ordinances by enacting a new SUBJECT: Section 6, Changing Stations, of Chapter 1, Building Code, Title 9, Building Regulations. Motion to suspend the rules. Motion to consider and pass for the third time and adopt said ordinance. Submitted by: Submitted By: Jonathan Grieder, Ward 2 Council member Recommended Action: Approval. Page 586 of 595 Prepared by Martin M. Petersen, City Attorney, City of Waterloo, 715 Mulberry Street, Waterloo, IA 50703, (319) 291-4323. ORDINANCE NO. XXXX AN ORDINANCE AMENDING THE CITY OF WATERLOO CODE OF ORDINANCES BY ENACTING A NEW SECTION SIX, OF CHAPTER 1 BUILDING CODE, TITLE 9,BUILDING REGULATIONS. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA AS FOLLOWS: Section 1. That a new Section 6,Changing Stations,of Chapter 1 Building Code,Title 9,Building Regulations, is enacted as follows: 9-1-6: CHANGING STATIONS: A. REQUIREMENT. Each publicly available and accessible restroom serving International Building Code Group A and Group M occupancy type areas, hospitals, and city owned buildings, shall be equipped with a minimum of one safe, sanitary, and convenient baby changing station under the following circumstances: 1. New building: all new buildings providing areas with the occupancy types specified, hospitals, and city owned buildings; 2. Existing building: all buildings providing areas with the occupancy types specified, hospitals, and all city owned buildings; and any of the following changes made: a. A new restroom is built; b. The square footage of an existing restroom is increased by 50 square feet or more; c. The number of fixtures of an existing restroom is increased. B. EXCEPTIONS. The requirement to provide baby changing stations does not apply to a restroom that contains clear and visible signage indicating where an alternative restroom and/or a designated area approved by the Building Official with a baby changing station is located within the same building and on the same floor. C. DEFINITION. Baby Changing Station: Means a baby changing station, deck, table, or similar amenity that is intended for use by the public for the purpose of changing diapers on children weighing up to 50 pounds. D. APPEALS. Appeals to this requirement can be submitted to the Building Official. Section 3. This ordinance shall be in full force and effect from and after its passage and publication as provided by law. INTRODUCED: 52020 PASSED 1st CONSIDERATION: , 2020 PASSED 2nd CONSIDERATION: ' 2020 PASSED 3rd CONSIDERATION: , 2020 PASSED AND ADOPTED this day of 2020. Quentin Hart, Mayor ATTEST: Kelley Felchle City Clerk Page 587 of 595 Ordinance No. XXXX Page 2 0 . Vol- Page 588 of 595 CITY OF WATERLOO Council Communication Leisure Services Commission minutes of July 14, 2020. City Council Meeting: 8/24/2020 Prepared: ATTACHMENTS: Description Type ❑ 7/14/2020 Minutes Cover Memo SUBJECT: Leisure Services Commission minutes of July 14, 2020. Submitted by: Submitted By: Page 589 of 595 MINUTES WATERLOO LEISURE SERVICES COMMISSION TUESDAY, July 14, 2020 ZOOM Conference Call This meeting was held by ZOOM conference call. Brenda Durbahn called the meeting to order at 7:30am. Present: Brenda Durbahn, Jadyn Spencer, Tom Powers, Tom Christensen, Bob Bamsey, Sharon Samec, Council Liaison Dave Boesen, Joe Green and Taylor Ward with the Black Hawks, Dwight Diercks Staff: Paul Huting, Chris Dolan, Travis Nichols, Mark Gallagher, Todd Derifield, JB Bolger and Bill Bachman Absent: Xavier Leonard Brenda Durbahn called for approval of the agenda. Motion to approve agenda by Tom Powers, second by Sharon Samec Ayes: All. Nays: None E Brenda Durbahn called for motion for approval of the June 9, 2020 meeting minutes. Motion by Bob Bamsey to approve minutes, second by Tom Christensen Ayes: All Nays: None E Brenda Durbahn called for approval of the bills. Questions were answered. Motion by Bob Bamsey to approve bills, second by Tom Powers Ayes: All Nays: None i REPORT ON WATERLOO BLACK HAWKS SUMMER CAMP Joe Green and Taylor Ward with the Waterloo Black Hawks participated in the meeting, E reviewing the protocols they have set up for summer camps. Tom Christensen made a motion to approval the protocols, second by Tom Powers. Ayes: All I i STAFF UPDATES Forestry— Todd Derifield Wind storm on July 9th has kept the forestry crews busy with trees and limbs down. Forestry crew has also been removing trees blocking the Black Hawk Creek Water Trail for kayak use. Forestry Seasonal worker has tested positive for COVID-19. Leisure Services is following City protocol to isolate employee, disinfect work space, and continue to follow CDC's preventative recommendations. Young Arena — Chris Dolan Waterloo Black Hawks staff Joe Greene and Taylor Ward presented information pertaining to Summer Camps. Camps will start July 30 and run thru August 91h Participants will be required to wear masks any time in Young Arena at all times when not on the ice. Each player will be allowed to have 1 parent/ guardian in attendance at the camp sessions. Seating areas will be assigned. The West Roof has been completed. Construction on the East roof will start in late July. Ice Painting/ logo install will begin on Tuesday July 14t" . Page 590 of 595 Sports and SportsPlex — Mark Gallagher Sports Both Outdoor Pools up and running Baseball, Softball, Tee Ball and Coach pitch all running Learn to swim programs i. Numerous Baseball, Softball and Tennis tourneys SportsPlex Group exercise classes operating Graduation open houses, corporate rentals and small camps coming on line Construction — Travis Nichols Travis reported the crew was working on general maintenance items and repairs in the park system. The crew continues to run a fulltime garbage route. Restrooms were opened on July 1St and they are cleaned twice a week and sanitized on Wednesdays. Travis stated that the crew did several repairs at Riverfront Stadium prior to Bucks season starting. Lincoln Park had a ribbon cutting ceremony this past week. Gates Maintenance Building is in the punch list phase. Skate Park is showing progress. Greenbelt Lake is still under design. Young Arena Roof Project was approved by council to add east roof as a change order. Travis talked about the condition of the Cedar Prairie Trail Bridge over Black Hawk Creek and the reasoning behind its closure. Travis stated at the request of the Engineering Department he had crew members close the section of trail that was undermined during the last high water event. E City Engineers were working on a solution for repairs. Golf and Downtown Area — JB Bolger A modified version of the Waterloo Open will be held this week. The tournament will be the amateur side only. Most of the large golf events have been cancelled this season due to covid 19. The mayor's fireworks event and the Juneteenth in July at Lincoln Park went well. The next regular Leisure Services Commission Meeting will be held Tuesday, August 11, 2020. To be determined where the meeting will be held. Brenda Durbahn will not be able to attend. Bob Bamsey made a motion to adjourn, second by Tom Powers. Brenda Durbahn adjournedthe melting at 8.10am. Sharon Samec, Secretary Signed this Date Page 591 of 595 CITY OF WATERLOO Council Communication Community Development meeting minutes - July 2020. City Council Meeting: 8/24/2020 Prepared: 8/19/2020 ATTACHMENTS: Description Type ❑ July Community Development Board Meeting minutes Cover Memo SUBJECT: Community Development meeting minutes - July 2020. Submitted by: Submitted Bv.Rudy D. Jones, Community Development Director Recommended Action: approval Page 592 of 595 MINUTES COMMUNITY DEVELOPMENT BOARD MEETING July 16, 2020 The regular meeting of the Community Development Board was held via Zoom at 4:00 p.m.on Tuesday, July 21,2020. Members present: Cam Campbell,John Chiles,Angela Weekley,Zach Hansen,Jenna Northey and Felicia Carter Members absent: Cody Leistikow Also present: Rudy D. Jones,Community Development Director;Anita Rousselow,Administrative Secretary;Angie Fordyce, Community Development Coordinator; Felicia Smith-Nalls,Neighborhood Services Coordinator; and Noel Anderson,Director of Planning and Zoning A. APPROVAL OF THE AGENDA FOR JUNE 21, 2020 Chairperson John Chiles asked for a motion to approve the agenda. It was moved by Weekley and seconded by Hansen to approve the agenda.Motion Carried. B. APPROVAL OF THE MINUTES FOR THE REGULAR MEETING ON JUNE 16,2020 Chairperson John Chiles asked for a motion to approve the minutes. It was moved by Hansen and seconded by Weekley to approve the minutes for June 2020.Motion Carried. C. OLD BUSINESS 1. Staff Updates and Lead Grant Staff has been busy in the office even though it is still closed to the public. Trying to build our contractor pool has been a challenge but we have had several new contractors take lead training and they have also received permits to work in the City of Waterloo. Habitat for Humanity needed volunteers one day to work on a home for a new client. Community Development staff spent the day,installing sheathing on the roof and underlayment, applying house wrap, installing metal drip edging on the roof,installing hurricane straps and fire walls. Jones bought pizza for everyone for lunch and when we left everyone felt like they had accomplished something and were definitely worn out. D. NEW BUSINESS 1.Endorse Contracts for June Chairperson John Chiles asked for a motion to approve contracts Weekley madea motionto approve emergency contracts for June 2020 and this was seconded byCampbell. Motion carried. 2.Neighborhood Services Smith-Nalls discussed the neighborhood clean ups that would be taking place and she is working with Department of Sanitation to facilitate a trash and litter pick up through Gates. The Waterloo Police Department has scheduled three events for the public to meet the new police chief. Among other news the Cedar Valley Economic Inclusion Summit will be held virtually and another date to add to the calendar is National Night Out on October 6. This has been delayed to the fall because of COVID-19 3.Applications for COVID-19 Applications for COVID-19 were due on July 10. Community Development received around 25 applications. Fordyce mentioned that she would be going thru those in the near future to determine eligibility and contact the applicants if more paperwork was needed. DISCUSSION ITEMS 1. Down Payment Assistance-Jones talked about the numbers that Tajah had at her first time homebuyer class and the hopes that are down payment assistance program can help some of the clients. Motion to adjourn was made by Carter and Campbell seconded that motion. Meeting adjourned. Respectfully submitted, Board Secretary Page 593 of 595 CITY OF WATERLOO Council Communication Waterloo Housing Authority Board minutes of July 20, 2020. City Council Meeting: 8/24/2020 Prepared: 8/17/2020 ATTACHMENTS: Description Type Waterloo Housing Authority Board Minutes of July 20, Cover Memo 2020 SUBJECT: Waterloo Housing Authority Board minutes of July 20, 2020. Page 594 of 595 WATERLOO HOUSING AUTHORITY, Governing Board Meeting Minutes Monday,July 20,2020 at 4:45 PM(Zoom Meeting) Harold E. Getty Council Chambers—Waterloo City Hall Members Present: Boesen,Amos,Grieder,Klein,Morrissey,Feuss,Juon The meeting was called to order at 4:45 p.m by Chairperson Klein. Motioned by Juon, seconded by Morrissey,to approve the minutes of the May 18,2020 meeting and the Agenda, as proposed. Ayes: All Motion: Carried. New Business Motioned by Amos, seconded by Juon for approval and resolution to accept a 2020 HUD Capital Fund grant in the amount of$70,382.00. Ayes: All Motion: Carried Motioned by Amos, seconded by Juon to award bid to Storey Kenworthy (Allied Glass) in the amount of$1,598.73 for installation of a permanent tempered glass sneeze guard for the reception area at the Waterloo Housing Authority office. Ayes: All Motion: Carried Motioned by Amos, seconded by Juon to approve the purchase of 7 laptops in the amount of $9,241.12 to enable telework. Ayes: All Motion Carried. Motioned by Amos, seconded by Juon to approve and place on file the Housing Authority report including the Leasing, HAP, and Administrative Fee Utilization Report. Ayes: All Motion Carried. Motioned by Morrissey, seconded by Grieder to adjourn the meeting at 5:05 p.m. Ayes: All Motion: Carried SM Page 595 of 595