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Council Packet - 12/18/2017
THE CITY COUNCIL OF THE CITY OF WATERLOO, IOWA, REGULAR SESSION TO BE HELD AT THE HAROLD E. GETTY COUNCIL CHAMBERS Monday, December 18, 2017 5:30 PM CITY OF WATERLOO GOALS 1. Support the creation of new, livable wage jobs through a balanced economic development approach of assisting existing businesses, fostering start-ups, attracting new employers and cultivating an adequate workforce. 2. Implement a Community Policing strategy that creates a safe environment in Waterloo. 3. Reduce the City's property tax levies through a responsible balance of cost reduction in City operations and increases in taxable property valuations to ensure that Waterloo is a competitive, affordable, and livable city. 4. Enhance the image of Waterloo and the City to residents and businesses inside and outside of the community. General Rules for Public Participation 1. At the chair/presider's discretion, you may address an item on the current agenda by stepping to the podium, and after recognition by the chair/presider, state your name, address and group affiliation (if appropriate) and speak clearly into the microphone. 2. You may speak one(1) time per item for a maximum of five(5)minutes as long as you have registered with the City Clerk's office no later than 4:00 p.m. on the day of the Council Meeting. If not registered with the City Clerk's office you may speak one (1) time per item for a maximum of three(3)minutes. 3. If there is a hearing scheduled as part of an agenda item, the chair/presider will allow everyone who wishes to address the council, using the same participation guidelines found in these "general rules". 4. Although not required by city code of ordinances, oral presentations may be allowed at the chair/presider's (usually the Mayor or Mayor Pro Tem) discretion. The "oral presentations" section of the agenda is your opportunity to address items not on the agenda. You may speak one (l)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 577 Roll Call. Prayer or Moment of Silence Pledge of Allegiance Tom Lind,At-Large Council Member Agenda, as proposed or amended. Minutes of December 11, 2017, Regular Session, as proposed. Recognition and Swearing in of new Police Officer Steven Thomas. Recognition of Council members Ron Welper, Tom Powers, and Tom Lind. 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 preliminary specifications, bid documents, etc., setting date of bid opening as January 4, 2018 and date of public hearing as January 8, 2018, for the Phelps Youth Pavilion Playscape Project, and instruct City Clerk to publish said notice. Submitted By: Kent Shankle, Cultural and Arts Director 3. Resolution setting the date of public hearing as January 2, 2017 to approve the request by the City of Waterloo to vacate approximately 4,518 square feet of Idaho Street right-of-way, located at the northeast corner of Idaho Street and Martin Luther King Jr. Drive, and authorize City Clerk to publish notice. Submitted By: Noel Anderson, Community Planning & Development Director 4. Resolution setting date of public hearing as January 2, 2018 to approve the sale and conveyance of city owned property located at 809-811 E 4th Street, in the amount of $1.00, to The Boys & Girls Clubs of the Cedar Valley, including a Development Agreement, and instruct City Clerk to publish notice. Page 2 of 577 Submitted By: Noel Anderson, Community Planning & Development Director B. Motion to approve the following: 1. TRAVEL REQUESTS a. Wayne Castle,Associate Engineer Class/Meeting: Society of Land Surveyors of Iowa - 2018 January Workshop Destination: Ames, IA Dates: January 12, 2018 Amount not to exceed: $130 2. LIQUOR LICENSES a. Curt's, 32 Lafayette Street Class: C Liquor w/Outdoor Service Renewal Application Includes Sunday Expiration Date: 12/31/2018 3. APPOINTMENTS a. John Chiles Board/Commission: Board of Adjustment Expiration Date: 12/18/2022 New Appointment b. Jeri Thornsberry Board/Commission: Board of Adjustment Expiration Date: 12/18/2022 New Appointment c. John Beckman Board/Commission: Board of Adjustment Expiration Date: 12/18/2022 New Appointment 4. Receive and file Work Session minutes of December 11, 2017. 5. Receive and file Human Resources Committee minutes of December 11, 2017. PUBLIC HEARINGS 2. FY 2018 Police Vehicle/Evidence Storage Facility Project. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING-No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of plans, specifications, bid documents, form of contract, estimate of cost, etc. Resolution authorizing to proceed. Motion to receive, file and instruct the City Clerk to read bids and refer to the Police Department for review. Submitted By: Captain Frank Krogh Page 3 of 577 3. Purchase of one (1) four-wheel drive compact pick-up truck with crew cab for Code Enforcement. Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING - No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of specifications, bid document, form of contract, etc. Resolution authorizing to proceed. Motion to receive, file and instruct the City Clerk to read bids. Resolution approving award of bid to Pat McGrath Chevy of Cedar Rapids, Iowa in the amount of$26,517, for the purchase of one (1) four-wheel drive compact pick-up truck with crew cab for Code Enforcement, and authorize the Mayor and City Clerk to execute said documents. Submitted By: Sandie Greco, Interim Public Works Director RESOLUTIONS 4. Resolution approving a Professional Services Agreement with the University of Northern Iowa GeoTREE Center in the amount of $17,280, for creation of a city-wide address point feature class, for each building in the Waterloo City limits, and authorize the Mayor to execute said document. Submitted By: Chris Youngblut, Technology Services Director 5. Resolution approving a one-year agreement with Sitelmprove, Inc. in the amount of $3,780 for software to analyze and identify city website ADA compliance and WCAG (web content accessibility guidelines) issues and authorize the Mayor to execute said document. Submitted By: Chris Youngblut, Technology Services Director 6. Resolution approving Donation Agreement with the Exchange Club of Waterloo and the City of Waterloo for donation of tricycle track for Exchange Park, and authorize the Mayor to execute said document. Submitted By: Travis Nichols, Facilities/Project Manager 7. Resolution approving award of bid to Boland Recreation Inc. of Marshalltown, Iowa, in the amount of $53,750, and approving the Contract, Bonds, and Certificate of Insurance in conjunction with the FY 2018 Mark's Park Resurfacing Project, and authorize the Mayor and City Clerk to execute said documents. Submitted By: Travis Nichols, Facilities/Project Manager 8. Resolution approving purchase agreement with Musco Sports Lighting of Oskaloosa, Iowa, in the amount of$89,000, in conjunction with the Riverfront Sports Park Diamond #2 Field Lighting Project, and authorize the Mayor and City Clerk to execute said documents. Submitted By: Travis Nichols, Facilities/Project Manager 9. Resolution approving the Sanitary Sewer System Master Plan, 2017 Condition Assessment, and the 2017 Capacity Assessment in accordance with the requirements of the Consent Decree. Submitted By: Steven Hoambrecker, Director, Waste Management Services Page 4 of 577 10. Resolution Approving Project No. 19856 and Contract No. 9-1-180-ALO-135 for an Air Service Sustainment Grant from the Iowa Department of Transportation's Office of Aviation for the FY 2018 Air Service Development Program for the marketing and branding of the Waterloo Regional Airport, and Authorize the Mayor to execute said document. Submitted By: Keith Kaspari, Airport Director 11. Resolution approving a Professional Services Agreement with AECOM Technical Services of Waterloo, Iowa in the amount of$57,850, in conjunction with the FY 2018 projects at Waterloo Regional Airport, and authorize the Mayor to execute said document. Submitted By: Keith Kaspari, Airport Director 12. Resolution approving the request by Deer Creek Development, LLC for the 9-lot Preliminary Plat of Greenbelt Centre Plat No. 8, located west of 3211 Titan Trail. Submitted By: Noel Anderson, Community Planning & Development Director ORDINANCES 13. San Marnan Urban Renewal and Redevelopment Plan Amendment No. 3 Removal Area, to remove properties from the TIF area. Motion to receive, file, consider and pass for the third time and adopt an Ordinance providing that general property taxes levied and collected each year on all property located within the newly described San Marnan Urban Renewal and Redevelopment Plan Area, in the City of Waterloo, County of Black Hawk, State of Iowa, by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts, be paid to a special fund for payment of principal and interest on loans, monies advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said urban renewal Project. Submitted By: Noel Anderson, Community Planning and Development Director 14. San Marnan Urban Renewal and Redevelopment Plan Amendment No. 4 Expansion Area, to expand the boundaries of the TIF area and include other updates. Motion to receive, file, consider and pass for the third time and adopt an Ordinance providing that general property taxes levied and collected each year on all property located within the newly expanded San Marnan Urban Renewal and Redevelopment Plan Area, in the City of Waterloo, County of Black Hawk, State of Iowa, by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts, be paid to a special fund for payment of principal and interest on loans, monies advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said urban renewal Project. Submitted By: Noel Anderson, Community Planning and Development Director OTHER COUNCIL BUSINESS 15. Motion approving Change Order No. 1, with Croell Construction, Inc. in the amount of $570.10 in conjunction with improvements to the FY 2017 Taxiway Page 5 of 577 "C" pavement reconstruction Project, and authorize the Mayor to execute said document. Submitted By: Keith Kaspari, Airport Director ADJOURNMENT Motion to adjourn. Kelley Felchle City Clerk MEETINGS 4:20 p.m. Council Work Session, Harold E. Getty Council Chambers 4:50 p.m. Building and Grounds Committee, Harold E. Getty Council Chambers 5:05 p.m. Boards and Commissions Committee, Harold E. Getty Council Chambers 5:10 p.m. Finance Committee, Harold E. Getty Council Chambers PUBLIC INFORMATION 1. Board of Adjustment minutes of July 25, 2017. 2. Historic Preservation Commission minutes of October 17, 2017. 3. Planning &Zoning minutes of September 12, 2017. 4. Community Development Board Meeting minutes November 2017. Page 6 of 577 CITY OF WATERLOO Council Communication Minutes of December 11, 2017, Regular Session, as proposed. City Council Meeting: 12/18/2017 Prepared: REVIEWERS: D epartment Reviewer Action Date Clerk Office Higby, Nancy Approved 12/12/2017 - 10:37 AM ATTACHMENTS: Description Type ❑ Minutes of 12.11.17 Backup Material Submitted by: Submitted By: Page 7 of 577 December 11,2017 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, December 11, 2017. Mayor Quentin Hart in the Chair. Roll Call: Jacobs,Morrissey,Powers,Amos, Schmitt,and Welper. Absent: Lind Prayer or Moment of Silence. Pledge of Allegiance: Ron Welper,Ward 5 Council Member. 146339- Welper/Schmitt that the Agenda,as proposed,for the Regular Session on Monday,December 11,2017,at 5:30 p.m., be accepted and approved. Voice vote-Ayes: Six. Motion carried. 146340- Welper/Schmitt that the Minutes, as proposed,for the Regular Session on Monday, December 4,2017, at 5:30 p.m., be accepted and approved. Voice vote-Ayes: Six. Motion carried. ORAL PRESENTATIONS David Dreyer, 3145 W.4"' Street,questioned the process for appointing civil service employees,the need for new versus old furniture in the Clerk/Finance office, the cost of physicals for fire fighters and the cost to repossess the Rath building. Lance Dunn, Human Resources Director, explained the hiring process for the civil service test and that any required testing is done prior to the offer of employment. Kelley Felchle, City Clerk, explained that the reconfiguration of the Clerk/Finance department includes both old and new furniture. Mayor Hart explained that the city does store unused furniture for use by other departments and that some companies have donated furniture. Pat Treloar,Fire Chief, explained that the physicals are in compliance with municipal police and fire pension and the cost is approximately$1,400 per physical. Dave Zellhoefer, City Attorney, explained that the city obtained possession of the Rath Administration building and there were no liens on the property. Jim Chapman,224 Bertch,questioned what the city plans to do with the Rath building. Mayor Hart explained that a couple of developers are interested in redeveloping the property. Don Share, 1415 Downing Avenue, commented that the Food Bank is struggling to come up with side dishes for Christmas and that they are seeking donations. He further commented that Computer Reboot at 2806 Falls Avenue is a drop off location as well. Todd Obadal, 124 Amity Drive, commented that he felt that statements made last week by the Convention Center developer were inaccurate and he further commented that the developer used the Facebook pages of the Ramada Hotel and Convention Center to endorse political candidates. Mr. Schmitt explained that he had received calls for clarification on the revocation of Trucker's Bar liquor license. Dan Trelka explained that the chronic nuisance violation stays with the property not the individual. Mr. Schmitt questioned the duration of the chronic nuisance designation. Dan Trelka explained that the designation sits for one year. 146341 - Welper/Schmitt Page 8 of 577 December 11,2017 Page 2 that the above oral comments be received and placed on file. Voice vote-Ayes: Six. Motion carried. CONSENT AGENDA 146342- Welper/Schmitt 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 December 11, 2017, in the amount of$4,390,896.67 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.2017-994. 2. Resolution approving the request of Jeremy Hinz for tax exemptions on the construction of a new garage valued at$15,000 for a property located at 1306 Fulton Street and located within the Consolidated Urban Revitalization Area(CURA). Resolution adopted and upon approval by Mayor assigned No.2017-995. 3. Resolution approving the request of Rebel Saffold Jr. for tax exemptions on the construction of a new garage valued at $25,815 for a property located at 418 Fowler Street and located within the Consolidated Urban Revitalization Area(LURA). Resolution adopted and upon approval by Mayor assigned No.2017-996. 4. Resolution approving the request of Home Crest Properties for tax exemptions on the construction of home improvements valued at$4,400 for a property located at 1820 Logan Avenue and located within the Consolidated Urban Revitalization Area(LURA). Resolution adopted and upon approval by Mayor assigned No.2017-997. 5. Resolution approving preliminary specifications, bid document, form of contract, etc. and setting date of bid opening as January 4,2018 and date of public hearing as January 8,2018, for the purchase of one(1)base model midsize AWD SUV for the motor pool. Resolution adopted and upon approval by Mayor assigned No.2017-998. b. Motion to approve the following: I Travel Requests Name&Title of Amount Personnel Class/Meeting Destination Date(s) not to Exceed a. (2)Firefighters Arson Investigation Ames,IA March 19- $1,400 School 30,2018 b. Chief Treloar, ESO WAVE Interactive Austin,TX January 31 - $3,600 Lieutenant Conference February 2, Hernandez,and 2018 Erica Christiansen, HIPAA Specialist C. Jennifer Sparks, ICC Residential Plans Coralville, December $199 Permit Writer Examiner Exam IA 13,2017 2. Approved Beer,Liquor,and Wine Applications Name&Address of New or Expiration Includes Business Class Renewal Date Sunda a. Kwik Star#380,506 W.9tb C Beer Renewal 11/18/2018 x Page 9 of 577 December 11,2017 Page 3 Street 4.Work Session minutes of December 4,2017. 5.Human Resources Committee minutes of December 4,2017. 6.Cigarette/Tobacco Permit New Application for United Mart Inc.dba New Star,315 Fletcher Avenue. Roll call vote-Ayes: Six. Motion carried. PUBLIC HEARINGS 146343- Schmitt/Amos that proof of publication of notice of public hearing on FY 2018 Mark's Park Resurfacing Project, as published in the Waterloo Courier on November 23, 2017, be received and placed on file. Voice vote-Ayes: Six. Motion carried. This being the time and place of public hearing,the Mayor called for written and oral comments and there were none. 146344- Schmitt/Amos that the hearing be closed. Voice vote-Ayes: Six. Motion carried. 146345- Schmitt/Amos that "Resolution confirming approval of plans, specifications, form of contract, etc.", be adopted. Roll-call vote-Ayes: Six. Motion carried. Mr. Schmitt requested an overview of the project. Paul Huting, Leisure Services Director, explained that the rubberized surfacing at the park needs to be replaced. He further explained that the Community Foundation and the Young Family are contributing funds to aid in the financial cost of the repairs. Mr. Schmitt questioned the warranty period for the surfacing. Paul Huting explained that the warranty expired after five or six years. Resolution adopted and upon approval by Mayor assigned No.2017-999. 146346- Schmitt/Amos that"Resolution authorizing to proceed",be adopted. Roll-call vote-Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No.2017-1000. 146347- Schmitt/Amos Motion to receive and file and instruct City Clerk to read bids and refer to Director of Leisure Services for review. Estimate: $55,000 Bidder Bid Security Bid Amount Boland Recreation 5% $53,750 Marshalltown,IA Alt: $0.00 Cunningham Recreation o $60,726 Charlotte,NC 5�0 Alt: $11,045 Page 10 of 577 December 11,2017 Page 4 Voice vote-Ayes: Six. Motion carried. 146348- Amos/Morrissey that proof of publication of notice of public hearing on Sale and conveyance of City owned property located adjacent to 1947 Rainbow Drive, in the amount of$1.00,to LG Companies, LLC,including a Development Agreement, as published in the Waterloo Courier on December 1,2017, be received and placed on file. Voice vote-Ayes: Six. Motion carried. This being the time and place of public hearing,the Mayor called for written and oral comments. Mayor Hart requested an overview. Noel Anderson, Community Planning and Development Director, provided an overview of the purchase, explained that it is not former highway right of way, and noted that the sale meets the city's Sale of Property Policy. Todd Obadal, 124 Amity Drive, stated that he believes the property should be subject to open bidding and believes that it does not sit in a TIF District. He further questioned how the buyer became aware of the opportunity to purchase the property. Noel Anderson explained that the Sale of Property Policy allows the city to sell property for$1.00 or for council to ask for a higher sale price. He further explained how the public can find out if the city has property available for sale. Bruce Kaesser,500 Sycamore,questioned why the city sells property for$1.00. Noel Anderson explained the Sale of Property Policy. Mayor Hart commented that a development agreement exists for the sale of the property to ensure a home will be built on the site. David Dreyer, 3145 W. 4th Street, commented that not everyone in the city knows how to use the internet and suggested the city publish the sale in the paper. Noel Anderson commented that the notice of the public hearing for the sale of the property was published in the Waterloo Courier. Mayor Hart commented that it makes sense to look into additional ways to notify the public. Lawrence Wheeler, 433 Bratonober, commented that he does not support selling the property for $1.00. Josh Powers,5725 Blue Sage Road,questioned how much money the city will acquire in taxes. Shay Trask, LG Companies, LLC, explained that the home will be valued at$220,000, and will be owner occupied. Noel Anderson explained that the taxes will be about$4,800 with$2,200 of that going to the City of Waterloo. Mr. Jacobs commented he supports the development agreement, and questioned if anyone did wish to offer more money for the property. 146349- Amos/Morrissey that the hearing be closed and oral comments be received and placed on file. Voice vote-Ayes: Six. Motion carried. 146350- Amos/Morrissey Page 11 of 577 December 11,2017 Page 5 that "Resolution authorizing the sale and conveyance of City owned property located adjacent to 1947 Rainbow Drive, in the amount of$1.00, to LG Companies, LLC, and authorizing the Mayor and City Clerk to execute said documents",be adopted. Roll-call vote-Ayes: Six. Motion carried. Mr. Schmitt questioned if the development agreement typically includes a minimum value. Noel Anderson explained that they generally do not include a minimum value for residential properties but they do for commercial and industrial properties. Mr. Schmitt commented that the city does need to do more to promote properties that are for sale. Noel Anderson explained that efforts are being made to expand how the public is made aware of available parcels. Mr. Schmitt questioned if the waterway is an issue for the development. Noel Anderson explained that with the design and layout of the home works well with the current flood plain. Resolution adopted and upon approval by Mayor assigned No.2017-1001. 146351- Amos/Morrissey that "Resolution approving a Development Agreement with LG Companies, LLC to construct one single-family dwelling with an attached garage on property located adjacent to 1947 Rainbow Drive, and authorize the Mayor and City Clerk to execute said documents", be adopted. Roll-call vote- Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No.2017-1002. RESOLUTIONS 146352- Welper/Morrissey that "Resolution approving Bus Bench Agreement with The Bench Company and Outdoor Advertising, LLC, providing for the termination of the bus bench program, the removal and maintenance of benches, and providing for payment of$5,000 to the City of Waterloo for bench removal, and authorize the Mayor and City Clerk to execute said document",be adopted. Roll-call vote-Ayes: Six. Motion carried. Bruce Kaesser,500 Sycamore Street,questioned if a bid could be submitted for the project. Mayor Hart explained that this is an agreement between the city and the owner of benches. Aric Schroeder, City Planner,provided an overview of the Bus Bench Program,the agreement with the Department of Justice,and the contract on the table for discussion. Mayor Hart commented that the city has been having conversations with MET Transit on solutions for compliance. Aric Schroeder commented that the city has not made a final decision on final specifications on the new benches. Mr.Powers questioned if the benches will include a weather shelter. Aric Schroeder commented that at this point,due to the estimated cost,they have not included plans for shelters in the initial phase of the project. He further commented that the pads are being poured so that in the future the city would be able to include a shelter. Mr.Powers questioned if a shelter is required for ADA compliance. Aric Schroeder explained a shelter is not required. Page 12 of 577 December 11,2017 Page 6 Resolution adopted and upon approval by Mayor assigned No.2017-1003. 146353- Morrissey/Amos that "Resolution approving the First Amendment to Deed of Dedication for Wagner Road Subdivision,and authorize the Mayor and City Clerk to execute said documents",be adopted. Roll- call vote-Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No.2017-1004. 146354- Morrissey/Amos that"Resolution approving a Professional Services Agreement with Kapaun Consulting Engineers of Hudson,Iowa in the amount of$26,655 for the redesign and engineering to replace the HVAC units for the Waste Management Services Administration building, and authorize the Mayor and City Clerk to execute said documents",be adopted. Roll-call vote-Ayes: Six. Motion carried. David Dreyer, 3145 W. 4t" Street, questioned why the city has to have a consultant draw plans to replace HVAC units at the Waste Management Services Administration building. Steve Hoambrecker,Waste Management Services Director, explained that the entire system was not engineered to work correctly for the site and does need to be redesigned. Resolution adopted and upon approval by Mayor assigned No.2017-1005. 146355- Morrissey/Amos that "Resolution approving Completion of Project and Recommendation of Acceptance of Work performed by Lodge Construction of Clarksville,Iowa, at a total cost of$157,550.75,in conjunction with the FY 2016 Sherwood Recreation Area,Phase II Improvements", be adopted. Roll-call vote- Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No.2017-1006. 146356- Welper/Amos that"Resolution approving an amendment to a Development Agreement with Taylor Ventures,LLC to amend dates due to new timeline of project, and authorize Mayor and City Clerk to execute said documents",be adopted. Roll-call vote-Ayes: Six. Motion carried. Resolution adopted and upon approval by Mayor assigned No.2017-1007. 146357- Welper/Amos that"Resolution approving Supplemental Agreement No. 1 to the Professional Services Agreement with AECOM Technical Services, Inc. of Waterloo, Iowa, in an amount not to exceed $57,500 in conjunction with the Virden Creek Levee Improvements Project,and authorize the Mayor to execute said document",be adopted. Roll-call vote-Ayes: Six. Motion carried. Mr. Schmitt requested an overview of the item. Eric Thorson,City Engineer,explained the agreement amendment. Doug Schindel,AECOM,explained that FEMA generally has models for these projects and they did not so their company has to undertake the model recreation. Mr.Morrissey questioned if the known Virden Creek issues would be addressed with this project. Doug Schindel explained this would take care of the properties that will be coming into the flood plain. Noel Anderson explained that this is the area by Hwy.63 and the city is working to obtain easements to move ahead with the project. Page 13 of 577 December 11,2017 Page 7 Mr.Morrissey questioned if this will help properties located near Rolleston Road. Noel Anderson explained that FEMA is working to remap this area and if the project is not done they will be added to the flood plain. Resolution adopted and upon approval by Mayor assigned No.2017-1008. 146358- Schmitt/Amos that "Resolution approving submission of grant application to Black Hawk County Gaming Association in the amount of$750,000 with a $750,000 city match for aesthetic enhancements on the University Avenue Reconstruction Project", be adopted. Roll-call vote-Ayes: Six. Motion carried. Eric Thorson, City Engineer, explained a handout provided to council which included the compilation of results of enhancement surveys given to current and new council members. Mr. Morrissey questioned if median enhancements would be considered a public safety need rather than an enhancement. Larry Wiele,AECOM, explained that will be a median but costs would be included for an additional push button in the crosswalk to make the design safer. Resolution adopted and upon approval by Mayor assigned No.2017-1009. ORDINANCES 146359- Morrissey/Welper that "an Ordinance amending the City of Waterloo Code of Ordinances by adding a new Title 5 Chapter 2 Section 13 Fireworks",be received,placed on file, considered and passed for the second time. Roll-call vote-Ayes: Six. Motion carried. 146360- Morrissey/Welper that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll-call vote-Ayes: Six. Motion carried. Mayor Hart explained this item does have a time factor involved. Kelley Felchle,City Clerk,explained the timeline needed to publish the ordinance. 146361 - Morrissey/Welper that "an Ordinance amending the City of Waterloo Code of Ordinances by adding a new Title 5 Chapter 2 Section 13 Fireworks",be considered and passed for the third time and adopted. Roll-call vote-Ayes: Six. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5427. 146362- Welper/Amos that"an Ordinance amending the 2007 City of Waterloo Code of Ordinances Chapter 3, Electrical Regulations of Title 9,Building Regulations",be received,placed on file,considered and passed for the first time. Roll-call vote-Ayes: Six. Motion carried. Noel Anderson provided an overview of the ordinance changes. 146363- Welper/Morrissey that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll-call vote-Ayes: Six. Motion carried. Page 14 of 577 December 11,2017 Page 8 146364- Welper/Morrissey that"an Ordinance amending the 2007 City of Waterloo Code of Ordinances Chapter 3, Electrical Regulations of Title 9, Building Regulations", be considered and passed for the second and third times and adopted. Roll-call vote-Ayes: Six. Motion carried. Ordinance adopted and upon approval by Mayor assigned No. 5428. 146365- Morrissey/Amos that "an Ordinance providing that general property taxes levied and collected each year on all property located with the newly described Northeast Industrial Area Urban Renewal and Redevelopment Plan Area,in the City of Waterloo,County of Black Hawk, State of Iowa,by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts, be paid to a special fund for payment of principal and interest on loans, monies advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said urban renewal Project", be considered and passed for the third time and adopted. Roll-call vote-Ayes: Six. Motion carried. David Dreyer,3145 W.4rh Street,requested clarification on items 13, 14, 15,and 16. Noel Anderson provided an explanation the value gained by selling the parcels. Mayor Hart questioned funding for ground work being done on the Northeast side. Noel Anderson explained the funds are from the TIF. Michelle Weidner,Chief Financial Officer,explained that some of the money would be included the general obligation bonds. Noel Anderson explained that the 1993 section of the TIF is not subject to the sunset clause and is annually re-evaluated for the potential to release funds or reinvest in the area. He further explained removing and expanding property in the TIF District. Ordinance adopted and upon approval by Mayor assigned No. 5429. 146366- Schmitt/Amos that "an Ordinance providing that general property taxes levied and collected each year on all property located within the newly expanded Northeast hrdustrial Area Urban Renewal and Redevelopment Plan Area,in the City of Waterloo,County of Black Hawk, State of Iowa,by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts, be paid to a special fund for payment of principal and interest on loans, monies advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said urban renewal Project", be received, placed on file, considered and passed for the third time and adopted. Roll-call vote-Ayes: Six. Motion carried. Forest Dillavou, 1725 Huntington Road, commented that he believes the funds will never reach the general fund and that the urban renewal TIF Districts will never be used to help be used to pay for police and fire departments. Ordinance adopted and upon approval by Mayor assigned No. 5430. 146367- Welper/Amos Motion to table item#15 for one week. Roll call vote: six. Motion carried. Noel Anderson explained that for record keeping purposes, it is prudent to table this item for one week so that the third actions for Items#15 and#16 occur at the same time. That "an Ordinance providing that general property taxes levied and collected each year on all property located within the newly described San Martian Urban Renewal and Redevelopment Plan Page 15 of 577 December 1 1,2017 Page 9 Area, in the City of Waterloo, County of Black Hawk, State of Iowa,by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts,be paid to a special fiord for payment of principal and interest on loans,monies advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said urban renewal Project", be considered and passed for the third time and adopted. 146368- Amos/Morrissey that "an Ordinance providing that general property taxes levied and collected each year on all property located within the newly expanded San Martian Urban Renewal and Redevelopment Plan Area, in the City of Waterloo, County of Black Hawk, State of Iowa, by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts,be paid to a special fund for payment of principal and interest on loans,monies advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said urban renewal Project",be received,placed on file, considered and passed for the second time. Roll-call vote-Ayes: Six. Motion carried. 146369- Amos/Morrissey that rules requiring ordinances to be considered and voted for passage at two prior meetings be suspended. Roll-call vote-Ayes: Zero. Nays: Six(Jacobs, Morrissey,Powers,Amos, Schmitt, and Welper). Motion failed. OTHER COUNCIL BUSINESS 146370- Morrissey/Amos to approve Change Order Nos. 1-3 for a total increase of$28,114.54,to Peterson Contractors,Inc. of Reinbeck, Iowa, in conjunction with the FY 2018 Waterloo Boathouse Enhancements,be received, placed on file and approved. Voice vote-Ayes: Six. Motion carried. Paul Huting provided an overview of the change order. Mr.Powers questioned the change in service panels. Paul Huting explained the change in service panels. Bruce Jacobs questioned why aluminum wiring is being used. Paul Huting commented that it was recommended by the engineer to make the change. ADJOURNMENT 146371- Welper/Morrissey that the Council adjourn at 6:56 p.m. Voice vote-Ayes: Six. Motion carried. Kelley Felchle City Clerk Page 16 of 577 CITY OF WATERLOO Council Communication Recognition of Council members Ron Welper, Tom Powers, and Tom Lind. City Council Meeting: 12/18/2017 Prepared: REVIEWERS: D epartment Reviewer Action Date Mayor Office Felchle, Kelley Approved 12/15/2017 - 9:54 AM Page 17 of 577 CITY OF WATERLOO Council Communication Resolution approving preliminary specifications, bid documents, etc., setting date of bid opening as January 4, 2018 and date of public hearing as January 8, 2018, for the Phelps Youth Pavilion Playscape Project, and instruct City Clerk to publish said notice. City Council Meeting: 12/18/2017 Prepared: 12/12/2017 REVIEWERS: Department Reviewer Action Date Culture &Arts Even, LeAnn Approved 12/13/2017 - 11:22 AM ATTACHMENTS: Description Type D Bid Specifications Phelps Youth Pavilion Playscape Backup Material Resolution approving 12reliminaryspecifications, bid documents, etc., setting SUBJECT: date of bid opening as January 4, 2018 and date of public hearing as January 8, 2018, for the Phelps Youth Pavilion Plascpe Project, and instruct City Clerk to publish said notice. Submitted by: Submitted By: Kent Shankle, Cultural and Arts Director Recommended Action: Approve the plans, specifications, etc. and taking of bids, and set date of bid opening as January 4, 2018 and date of hearing as January 8, 2018. This project creates an active play space, outfitted with an interactive indoor Summary Statement: playground structure, as an addition to the Phelps Youth Pavilion to be housed in the rotunda formerly occupied by the Gift Store which was relocated to a more central location. Expenditure Required: $75,000 Source of Funds: Black Hawk Gaming Association, Community Foundation of Northeast Iowa, private contributions Policy Issue: This project supports the City of Waterloo Strategic Plan, Strategy 4.5 "Maintain City facilities that support quality of place" Page 18 of 577 REQUEST FOR PROPOSAL FOR: FY2018 Phelps Youth Pavilion Indoor Playscape Proiect City of Waterloo, Cultural & Arts Commission Waterloo, Iowa CONTACT PERSON: Angi Reid, Education Coordinator Culture &Arts (319) 291-4490 anai.reidC&materloo-ia.ora Page 19 of 577 NOTICE OF PUBLIC HEARING page I of I TABLE OF CONTENTS Notice to Bidders Instruction to Bidders General Conditions Bid Specifications Bid Form Bid Bond Non-collusion Affidavit of Prime Bidder Non-collusion Affidavit of Subcontractor Equal opportunity Clause Added Attachments: Section 3 Clause Packet Playground Location and Dimensions Photo/Drawing Page 20 of 577 NOTICE OF PUBLIC HEARING page I of I CITY OF WATERLOO, IOWA WATERLOO CULTURAL & ARTS COMMISSION NOTICE OF PUBLIC HEARING On Proposed Specifications and the NOTICE TO BIDDERS FY2018 PHELPS YOUTH PAVILION PLAYSCAPE PROJECT NON-MANDATORY PRE-BID CONFERENCE 10:00 am, December 29 at Waterloo Center for the Arts, 225 Commercial Street, Waterloo, Iowa 50701 RECEIVING OF BIDS Sealed proposals will be received by the City Clerk of the City of Waterloo, Iowa, at the Clerk's office in City Hall, Waterloo, Iowa, on January 4, 2018 until 1:00 p.m., for the FY2018 PHELPS YOUTH PAVILION PLAYSCAPE PROJECT. OPENING OF BIDS All proposals received for FY2018 PHELPS YOUTH PAVILION PLAYSCAPE PROJECT will be opened in the First Floor Conference Room in City Hall, Waterloo, Iowa on Thursday, January 4, 2018 until 1:00 p.m., and the proposals will be referred to the Waterloo Cultural &Arts Commission for recommendation of award. PUBLIC HEARING Notice is hereby given that the Waterloo City Council will conduct a public hearing on the proposed Specifications and Form of Contract for the FY2018 PHELPS YOUTH PAVILION PLAYSCAPE PROJECT at 5:30 p.m. on Monday, January 8, 2017. The hearing will be held in the Council Chambers in Waterloo City Hall. The contract documents are on file in the City Clerk's office, 715 Mulberry St. and the Waterloo Center for the Arts, 225 Commercial Street, Waterloo, Iowa, for public examination. Any person interested may file written objection with the City Clerk before the date set for the hearing or appear and make objection at the meeting. SCOPE OF WORK The Contractor shall provide labor as specified and all materials necessary for the FY2018 PHELPS YOUTH PAVILION PLAYSCAPE PROJECT in accordance with these plans and specifications. CONTRACT PERIOD The work shall be completed no later than April 1, 2018. PROPOSALS SUBMITTED All bids must be submitted on forms supplied by the Waterloo Cultural &Arts Commission. BID SECURITY REQUIRED All bids must be accompanied, in a separate envelope, by a certified or cashier's check drawn on an Iowa bank chartered under the laws of the United States, or a certified share draft drawn on a Credit Union in Iowa chartered under the laws of the United States, or a bid bond payable to the City of Waterloo, Iowa, in the sum of 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 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 Page 21 of 577 NOTICE OF PUBLIC HEARING page I of I required bonds, the bid security may be retained by said City as agreed liquidated damages. If Bid Bond is used, it must be signed by both the bidder and the surety or the surety's agent. Signature of surety's agent must be supported by accompanying Power of Attorney. CONTRACT AWARD The City shall award the Contract to the responsible Bidder(s) whose bid, conforming to the Specifications, is most advantageous to the City and the Waterloo Cultural &Arts Commission; price and other factors considered. The intention is not to award the contract at the time of bid opening, but to award the contract after review of bids and bidder information by the City and Waterloo Cultural & Arts Commission such that the award is made within thirty (30) days after bid opening. The City reserves the right to waive any and all parts of a specific bid. BOND The successful Bidder shall furnish a Performance and Payment Bond, within ten (10) days after notification of acceptance of the bid, in an amount equal to one hundred percent (100°/x) of the contract price. The Bond is to be issued by a responsible surety approved by the City Council and shall guarantee the faithful performance of the contract and the terms and conditions therein contained and shall guarantee the prompt payment of all materials and labor and protect and save harmless the City from claims of any kind caused by the operation of the Contractor. AFFIRMATIVE ACTION PROGRAM The successful Bidder and any subcontractors will be required to execute and have approved an Affirmative Action Program or Update before beginning work on the project, if they have been awarded an aggregate of $10,000 in City projects during the current calendar year. METHOD OF PAYMENT TO CONTRACTOR The Contractor will be paid against monthly estimates of the work completed and work approved by the Culture &Arts staff. Final payment will be made thirty one (31) days after completion of the work and acceptance by the Waterloo Culture &Arts staff. Before final payment is made for said work, vouchers showing that all subcontractors and workmen and all persons furnishing materials have been fully paid for such materials and labor will be required. Published pursuant to the provision of Division VI of Chapter 384 the City Code of Iowa and upon order of the City Council of said Waterloo, Iowa, on the day of 12017. City of Waterloo, Iowa, Kelley Felchle, City Clerk Page 22 of 577 NOTICE OF PUBLIC HEARING page I of I CITY OF WATERLOO, IOWA Waterloo Culture & Arts Commission INSTRUCTION TO BIDDERS I. EXPLANATIONS TO BIDDERS Any explanation desired by a bidder regarding the meaning or interpretation of the Notice to Bidders, Plans, Specifications, etc., must be requested in writing and with sufficient time allowed for a reply to reach bidders before submission of their bids. Any interpretation made will be in the form of an amendment of the Notice to Bidders, Plans, Specifications, etc., and will be furnished to all prospective bidders. Its receipt by the bidder must be acknowledged in the space provided on the Proposal Form or by letter or telegram received before the time set for opening of bids. Oral explanations or instructions given before the award of the contract will not be binding. II. PROPOSALS SUBMITTED All bids must be submitted on forms supplied by the Culture & Arts Commission. Before submitting a bid, each bidder shall carefully examine the drawings (if any), read the specifications and all other contract documents and visit the site of the work. Each bidder shall be fully informed, prior to the bidding, as to all existing conditions and limitations under which the work is to be performed and shall include in this bid a sum to cover the cost of all items necessary to perform the work as set forth in the contract documents. No allowance will be made to any bidder because of lack of such examination or knowledge. The submission of a bid shall be construed as conclusive evidence that the bidder has made such examination. The bidder's attention is directed to the fact that all applicable state laws, municipal ordinances and the rules and regulations of all authorities having jurisdiction over the project shall apply to the Contract throughout and they shall be deemed to be included in the Contract the same as though herein written out in full. III. LATE BIDS AND MODIFICATIONS OR WITHDRAWALS Bids and modifications or withdrawals thereof received at the office designated in the Notice to Bidders after the exact time set for closing of bids will not be considered. However, a modification which is received from an otherwise successful bidder, and which makes the terms of the bid more favorable to the City, will be considered at any time it is received and may thereafter be accepted. Bids may be withdrawn by written or telegraphic request received from bidders prior to the time set for closing of bids. IV. PUBLIC OPENING OF BIDS Bids will be publicly opened at the specified time and place for opening in the Notice to Bidders. Their content will be made public for the information of bidders and others interested who may be present either in person or by representative. V. COLLUSIVE AGREEMENTS A. Each bidder submitting a bid shall execute and include with the bid, a Non-Collusion Page 23 of 577 NOTICE OF PUBLIC HEARING page I of I Affidavit in the form herein provided, to the effect that he has not colluded with any other person, firm, or corporation in regard to any bid submitted. B. Each bidder submitting a bid shall have each proposed subcontractor, if any, execute and include with the bid, a Non-Collusion Affidavit in the form herein provided, to the effect that he has not colluded with any other person, firm, or corporation in regard to any bid submitted. Before executing any subcontract, the successful bidder shall submit the name of any proposed subcontractor for approval by the City. VI. EMPLOYMENT AND BUSINESS OPPORTUNITY (SECTION 3/ HUD ACT OF 1968) To the greatest extent feasible, suppliers, subcontractors, and low income workers owning businesses or living in the Waterloo area must be given priority in supplying materials, bidding for subcontract work, or applying for employment by the contractor on this project. Opportunities for training and for employment arising in connection with this project shall to the greatest extent feasible be made available to lower income persons residing in the project area. The Contract area is the City of Waterloo. The City of Waterloo will require the contractor to document his efforts in securing lower income workers living in the project area and in purchasing supplies from, and awarding subcontracts to, businesses owned by persons residing in the project area. See Section 3 Clause attachment for more information. VII. STATEMENT OF BIDDER'S QUALIFICATIONS Each Bidder shall, upon request of the Waterloo Culture & Arts, submit on the form furnished a statement of the Bidder's qualifications, his/her experience record in completing the type of project proposed, and equipment available for the work contemplated; and when requested, a detailed financial statement. The Waterloo Culture & Arts shall have the right to take such steps as it deems necessary to determine the ability of the Bidder to perform obligations under the Contract; and the Bidder shall furnish the Waterloo Culture & Arts 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 Culture & Arts that the Bidder is qualified to carry out properly the terms of the Contract. XIII. EXECUTION OF AGREEMENT, BOND, AND CERTIFICATE OF INSURANCE A. Subsequent to the award and within ten (10) days after the prescribed forms are presented for signature, the successful bidder shall execute and deliver to the City, an agreement in the form included in the contract documents in such number of copies as the City, may require. B. Having satisfied all conditions of award as set forth elsewhere in these documents, the successful bidder shall, within the period specified in paragraph "A" above, furnish a surety bond in a penal sum not less than the amount of the contract as awarded, as security for the faithful performance of the contract and the terms and conditions therein contained and shall guarantee the prompt payment of all persons, firms, or corporations to whom the contractor may become legally indebted for labor, materials, tools, equipment, or services of any nature including utility and transportation services, employed or used by him/her in performing the work. The bond shall protect and save harmless the City and Waterloo Culture & Arts 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 Page 24 of 577 NOTICE OF PUBLIC HEARING page I of I by the City and Culture & Arts. Such bond shall be in the same form as that included in the contract documents and shall bear the same date as, or a date subsequent to that of the agreement. The current Power of Attorney for the person who signs for any surety company shall be attached to such bond. C. The successful bidder shall, within the period specified in paragraph "A" above, furnish a certificate of insurance for approval in amounts of not less than the amounts specified in the General Conditions. The certificate of insurance shall be furnished in such number of copies as the City of Waterloo may require. The City of Waterloo shall be named as an "Additional Named Insured." The contractor shall similarly submit his subcontractor's certificates of insurance in the amounts for approval before each commences work. The contractor shall carry or require that there be Worker's Compensation insurance for all his employees and those of his subcontractors engaged in work at the site, in accordance with State Worker's Compensation Laws. D. The failure of the successful bidder to execute such agreement and to supply the required bond or bonds within ten (10) days after the prescribed forms are presented for signature, or within such extended period as the City, may grant, based upon reasons determined sufficient by the City, may either award the contract to the next lowest responsible bidder or re-advertise for bids, and may charge against the bidder the difference between the amount of the bid and the amount for which a contract for the work is subsequently executed, irrespective of whether the amount thus due exceeds the amount of the bid guaranty. If a more favorable bid is received by re-advertising, the defaulting bidder shall have no claim against the City or Waterloo Culture & Arts for a refund. Page 25 of 577 NOTICE OF PUBLIC HEARING page I of I CITY OF WATERLOO, IOWA Waterloo Culture & Arts GENERAL CONDITIONS Definitions Whenever used in any of the Contract Documents, these terms shall be defined as follows: Contract - means the Contract or Agreement executed by and between the City Of Waterloo and the Contractor. Owner or Local Public Agency (LPA) - means the Waterloo Culture & Arts. Contractor - means the person, firm or corporation entering into the Contract with The City of Waterloo, to construct and install the improvements described in the Specifications and shown on the Plans or Drawings. Contract Documents - means and shall include the following: Executed Contract Or Agreement, Addenda (if any), Invitation for Bids, Instructions to Bidders, Signed Copy of Bid, General Conditions, Special Conditions, Specifications, and Plans or Drawings. Superintendence by Contractor Except where the Contractor is an individual and gives personal superintendence to the work, the Contractor shall provide a competent superintendent, satisfactory to Culture & Arts/City of Waterloo, on the work site at all times during working hours with full authority of the Contractor. The Contractor shall also provide an adequate staff to properly coordinate and expedite the work. The Contractor shall lay out and be responsible for all work executed under this Contract. The Contractor shall verify all figures and elevations before proceeding with the work and will be held responsible for any error resulting from failure to do so. Other Contracts The City of Waterloo may award or may have awarded other Contracts for additional work, and the Contractor shall cooperate fully with other Contractors, by scheduling work under this Contract with that to be performed under other Contracts as may be directed by Waterloo Culture & Arts/City of Waterloo. The Contractor shall not commit or permit any act which will interfere with the performance of work by any other Contractor as scheduled. Fitting and Coordination of the Work The Contractor shall be responsible for the proper fitting of all work and for the coordination of the operations of all Subcontractors engaged upon this Contract. The Contractor shall be prepared to guarantee to each Subcontractor the locations and measurements which they may require for the fitting of their work to all surrounding work. Page 26 of 577 NOTICE OF PUBLIC HEARING page I of I Care of Work The Contractor shall be responsible for all damages to person or property that occur as a result of negligence in connection with the execution of work and shall be reasonable for the proper care and protection of all materials delivered and work performed until completion and final acceptance by the Waterloo Cultural & Arts Commission. The Contractor shall provide sufficient security, both day and night, including weekends and holidays, from the time the work is commenced until final completion and acceptance, except when work being performed does not require protection. The Contractor shall be responsible for any loss of work, materials, equipment or time due to acts of any person on the project site. Therefore it is the responsibility of the Contractor to determine when security is needed. The Contractor shall avoid damage to existing sidewalks, streets, curbs, pavements, structures, and utilities except those which are to be replaced or removed. Any damage caused by the Contractor's operation shall be completely repaired at no expense to the Owner. General Requirements The Contractor shall be responsible for being informed as to all existing conditions and limitations under which the work is to be performed. No extra allowance will be made because of lack of such examination or knowledge. Permits and Codes The Contractor shall secure from the appropriate departments of the local government, at no charge, the required building, electrical, plumbing and heating permits. The Contractor shall give all notices required by, and comply with all applicable municipal and state laws, ordinances and codes. Liability Insurance The Contractor shall carry liability insurance which shall save the City harmless and protect the public and any person from injury sustained by the reason of the prosecution of the work or the handling or storing of materials therefore, and said Contractor shall also carry insurance which shall meet the requirements of the Iowa Worker's Compensation Law. Before the work shall be started on this contract, the Contractor shall furnish the City Clerk/Finance Manager with proper affidavit or affidavits executed by representatives of duly qualified insurance companies, evidencing that said insurance company or companies have issued liability insurance policies, effective during the life of the contract, or for a period of at least ten (10) days following the filing of written notice of cancellation, protecting the public and any person from injuries or damages 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. Page 27 of 577 NOTICE OF PUBLIC HEARING page I of I d. Motor vehicle bodily injury liability insurance and property damage liability insurance on all motor vehicles employed on the work, whether owned by the contractor or by other persons, firms, or corporations. e. The minimum protection shall be as follows: Comprehensive General Liability Insurance Bodily Injury (including wrongful death) $2,000,000.00 per person Aggregate, Products and Completed Operations $2,000,000.00 Property Damage $2,000,000.00 per accident Comp. Auto Bodily Injury $2,000,000.00 per person Property Damage $2,000,000.00 per occurrence The Contractor shall have the City of Waterloo, Iowa, named as an "Additional Named Insured" in the amount of$2,000,000.00 liability for bodily injury (including wrongful death) and property damage. A certificate or a policy, if requested, shall be filed with the Owner. The City Of Waterloo is Tax Exempt. All certificates and/or policies of insurance furnished by the Contractor to be filed with the City Clerk/Finance Manager shall include the name and address of the agency issuing the same. It shall be required that the City Clerk/Finance Manager be notified by registered mail of the cancellation or expiration of the above insurance. Removal of Debris, Cleaning, Etc. The Contractor shall periodically, or as directed during the progress of the work, remove and legally dispose of all surplus excavated material and debris, and keep the project area reasonably clean. Upon completion of the work the Contractor shall remove all temporary construction facilities, debris and unused materials provided for the work and put the whole site of the work in a neat and clean condition. Page 28 of 577 NOTICE OF PUBLIC HEARING page I of I CITY OF WATERLOO CULTURAL &ARTS COMMISSION FY2018 PHELPS YOUTH PAVILION INDOOR PLAYSCAPE PROJECT SPECIFICATIONS The Contractor shall perform all work required and furnish all labor, materials, equipment, tools, transportation and supplies necessary to complete the work at the Phelps Youth Pavilion, located at 225 Commercial Street, in accordance with International Building Code and any applicable code and local ordinances Should any misunderstanding arise as to the intent or meaning of the plans or specifications, the decision of the City shall be final and conclusive. SCOPE OF WORK: Estimated cost should not exceed $75,000.00, which includes 1) a custom designed play area, delivery and installed by representative from manufacturer. This is to be put in an indoor space, and must fit within that space and reflect a maximum capacity of 90 people. The Waterloo Center for the Arts is open to new designs and styles of play systems. We encourage all vendors to submit up to 3 different designs. The play area shall require the following: The play system shall include but not be limited to: A custom configured, contained play structure that fits the height, width and length required to efficiently use the space and capacity needs of the Phelps Youth Pavilion Specifically the play system should: • One (1) 2-12 year old custom soft contained play structure to fit approximately a 35' x 39' footprint. See attached drawing/photo. • Attached, free standing or wall-mount shoe storage for thirty (30) pair of shoes. • All required signage pertaining to play area. • All required safety surface for each play area. • Delivery, installation by certified installer and written post installation inspection. • Presentation binder/folder and 3D renderings to submit to selection committee • Engineering submittals for all equipment, structures and surfacing • Open visible site lines throughout the structure • Have easy access entries and climbs for caregiver/support or maintenance staff • Have an ADA accessible route. Page 29 of 577 NOTICE OF PUBLIC HEARING page I of I In addition the PlayScape structure should encourage active play, gross motor skills, balance and cognitive development. Structures and surfacing to comply with current: 1) CPSC Guidelines 2) ASTM Requirements 3) ADA Guidelines 4) IPEMA Certified Existing Play Area Dimensions: Current play area dimensions are 35' wide x 39' long with a ceiling height measuring 23'. Area is divided by a pillar as seen in plans/photo. Clean-Up: Contractor responsible for all clean-up related to the safety surface installation. All refuse must be removed for jobsite. City of Waterloo is responsible for play system clean-up. Guarantee: The Contractor shall guarantee all material and equipment furnished and installed by him for a period of one year after final acceptance by the Cultural & Arts Commission. Should any defects arise as the result of defective materials or workmanship in the play system or safety surface within the guarantee period, the Contractor shall replace and repair at no cost to the City. START DATE Work must commence within 45 days of signed contract or time determined by Contractor and Culture & Arts Commission. COMPLETION DATE All work shall be completed by April 1, 2018 ALL WORK TO MEET ALL CITY OF WATERLOO BUILDING CODES. The City of Waterloo reserves the right to reject any and/or all bids. The Contractor is responsible for obtaining permits and the performance of all work according to the City of Waterloo Codes. Permits will be at no charge. If you have any questions, please contact Angi Reid, Education Coordinator, at 291-4490. Page 30 of 577 NOTICE OF PUBLIC HEARING page I of I CITY OF WATERLOO, IOWA WATERLOO CULTURAL & ARTS COMMISSION BID FORM For FY2018 PHELPS YOUTH PAVILION INDOOR PLAYSCAPE PROJECT BIDDER: COMPANY NAME ADDRESS: PHONE: ( ) 1. The undersigned, being a Corporation existing under the laws of the State of , a Partnership consisting of the following partners: having been familiarized with the existing conditions on the project area affecting the cost of the work, and with all the Contract Documents now on file in the offices of the City Clerk, City Hall, Waterloo, Iowa, and the Waterloo Culture & Arts, 225 Commercial Street, Waterloo, Iowa, hereby proposes to furnish all supervision, technical personnel, labor, materials, machinery, tools, equipment, and services, including utility and transportation services required to complete the proposed FY2018 PHELPS YOUTH PAVILION INDOOR PLAYSCAPE PROJECT in accordance with the contract documents and for the total price for work in place for the following amount: dollars ($ ) 2. In submitting this bid, the Bidder understands that the right is reserved by the City of Waterloo, Iowa, to reject any or all bids. If written notice of acceptance of this Bid is mailed or delivered to the undersigned within thirty (30) days after Bid Opening, of at any time thereafter before this bid is withdrawn, the undersigned agrees to execute and deliver an agreement in the prescribed form and furnish the required bond and certificate of insurance within ten (10) days after the agreement is presented for signature, and start work within ten (10) days after "Notice to Proceed" is issued. 3. Security in the sum of dollars ($ ) In the form of is submitted herewith in accordance with NOTICE TO BIDDERS. 4 Attached is a Non-Collusion Affidavit of Prime Contractor. 5. The Bidder is prepared to submit a financial and experience statement upon request. 6. The Prime Contractor and Subcontractor(s), which have performed an aggregate of$10,000.00 in work for the City in the current calendar year, are prepared to submit an AAP or Update and an EOC, within ten (10) days of notification that the bid submitted is lowest and acceptable. 7. The Bidder has received the following Addendum or Addenda: Page 31 of 577 NOTICE OF PUBLIC HEARING page I of I Addendum No. Date: 8. The Bidder has filled in all blanks on this proposal. Those blanks not applicable are marked "none" or "NA". 9. The bidder has attached all applicable forms. 10. The owner reserves the right to select alternatives, delete line items, and/or to reduce quantities prior to the Award of Contract due to budgetary limitations. CONTACT PERSON: Please Print PHONE: SIGNED: DATE: Page 32 of 577 NOTICE OF PUBLIC HEARING page I of I BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, as Principal and As Surety are held and firmly bound unto the City of Waterloo. Iowa, hereinafter called "OWNER". In the penal sum dollars ($ ) lawful money of the United States, for the payment of which sum will and truly be made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents. The condition of this obligation is such that whereas the Principal has submitted the accompanying bid dated the_day of 20 , for NOW, THEREFORE, a) If said Bid shall be rejected, or in the alternate, b) If said Bid shall be accepted and the Principal shall execute and deliver a contract in the form specified and shall furnish a bond for his faithful performance of said contract, and for the payment of all persons performing labor or furnishing materials in connection therewith, and shall in all other respects perform the agreement created by the acceptance of said Bid, Then this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Owner in liquidation of damages sustained in the event that the Principal fails to execute the contract and provide the bond as provided in the specifications or by law. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid or execute such contract; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations, have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers this day of A.D. 20 (Seal) Principal By (Title) Witness (Seal) Surety By Witness Attorney-In-Fact Page 33 of 577 NOTICE OF PUBLIC HEARING page I of I NON-COLLUSION AFFIDAVIT OF PRIME BIDDER State of ) County of ) being first duly sworn, deposes and says that: 1. He is (Owner), (Partner), (Officer), (Representative), or (Agent) of , the Bidder that has submitted the attached Bid; 2. He is fully informed respecting the preparation and contents of the attached Bid and of all pertinent circumstances respecting such Bid; 3. Such Bid is genuine and is not a collusive or sham Bid; 4. Neither the said Bidder nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly, with any other Bidder, firm or person to submit a collusive or sham Bid in connection with the Contract for which the attached Bid has been submitted or to refrain from bidding in connection with such Contract, or has in any manner, directly or indirectly, sought by agreement or collusion or communication or conference with any other Bidder, firm or person to fix the price or prices in the attached Bid or of any other Bidder, or, to fix any overhead, profit or cost element of the bid price or the bid price of any other Bidder, or to secure through any collusion, conspiracy, connivance, or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the Proposed Contract; and 5. The price or prices quoted in the attached Bid are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the Bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. Signature Title Subscribed and sworn to before me this Day of 20_. Signature Title My commission expires Page 34 of 577 NOTICE OF PUBLIC HEARING page I of I COLLUSION AFFIDAVIT OF SUBCONTRACTOR State of ) County of ) being first duly sworn, deposes and says that: 1. He is (Owner), (Partner), (Officer), (Representative), or (Agent) of , hereinafter referred to as the "Subcontractor"; 2. He is fully informed respecting the preparation and contents of the subcontractor's proposal submitted by the subcontractor to , contract pertaining to the FY2018 PHELPS YOUTH PAVILION INDOOR PLAYSCAPE PROJECT in Waterloo, Black Hawk County, Iowa; 3. Such subcontractor's proposal is genuine and is not a collusive or sham proposal; 4. Neither the subcontractor nor any of its officers, partners, owners, agents, representatives, employees, or parties in interest, including this affiant, has in any way colluded, conspired, connived or agreed, directly or indirectly, with any other bidder, firm or person to submit a collusive or sham proposal in connection with such contract or to refrain from submitting a proposal in connection with such contract, or has in any manner, directly or indirectly, sought by unlawful agreement or connivance with any other bidder, firm or person to fix the price or prices in said subcontractor's proposal, or to fix any overhead, profit or cost element of the price of prices in said subcontractor's proposal, or to secure through collusion, conspiracy, connivance or unlawful agreement any advantage against the City of Waterloo, Iowa, or any person interested in the proposed Contract; 5. The price or prices quoted in the subcontractor's proposal are fair and proper and are not tainted by any collusion, conspiracy, connivance or unlawful agreement on the part of the bidder or any of its agents, representatives, owners, employees, or parties in interest, including this affiant. Signature Title Subscribed and sworn to before me this Day of 20_. Signature Title My commission expires Page 35 of 577 NOTICE OF PUBLIC HEARING page I of I EQUAL OPPORTUNITY CLAUSE (As provided in Executive Order No. 11246) All contractors, subcontractors, vendors and suppliers of goods and services doing business with the City and value of said business equals or exceeds ten thousand dollars ($10,000.00) annually agree as follows: 1. The contractor, subcontractor, vendor and supplier of goods and services will not discriminate against any employee or applicant for employment because of race, color, creed, sex, national origin, economic status, age, mental or physical handicap, political opinions or affiliations. The contractor, subcontractor, vendor and supplier will develop an Affirmative Action program to ensure that applicants are employed and that employees are treated during employment without regard to their race, creed, color, sex, national origin, religion, economic status, age, mental or physical disability, political opinions or affiliations. Such actions shall include but not be limited to the following: a. Employment b. Upgrading c. Demotion or Transfer d. Recruitment and Advertising e. Layoff or Termination f. Rates of Pay or Other Forms of Compensation g. Selection for Training Including Apprenticeship. 2. The contractor, subcontractor, vendor and supplier of goods and services will, in all solicitations or advertisements for employees, state that all qualified applicants will receive consideration for employment without regard to race, creed, color, sex, national origin, religion, economic status, age, mental or physical disabilities, political opinion or affiliations. 3. The contractor, subcontractor, vendor and supplier or his/her collective bargaining representative will send to each labor union or representative of workers which he/she has a collective bargaining agreement or other contract or understanding, a notice advising said labor union or workers' representative of the contractor's commitment under this section. 4. The contractor, subcontractor, vendor and supplier of goods and services will comply with all published rules, regulations, directives, and order of the City of Waterloo Affirmative Action Program Contract Compliance Provisions. 5. The contractor, subcontractor vendor and supplier of goods and services will furnish and file compliance reports within such time and upon such forms as provided by the Affirmative Action Officer. Said forms will elicit information as to the policies, procedures, patterns, and practices of each subcontractor as well as the contractor himself/herself and said subcontractor, vendor and supplier will permit access to his/her employment books, records and accounts to the City's Affirmative Action Officer, for the purpose of investigation to ascertain compliance with this contract and with rules and regulations of the City's Affirmative Action Program — Contract Compliance Provisions relative to Resolution No. 24664. 6. In the event of the contractor's non-compliance with the non-discrimination clauses of this contract or with any of such rules, regulations and orders, this contract may be canceled, terminated or suspended in whole or in part and the contractor may be declared ineligible for further contracts in accordance with procedures authorized by the City Council. Page 36 of 577 NOTICE OF PUBLIC HEARING page I of I 7. The contractor, subcontractor, vendor and supplier of goods and services will include, or incorporate by reference, the provisions of the non-discrimination clause in every contract, subcontract or purchase order unless exempted by the rules, regulations or orders of the City's Affirmative Action Program, and will provide in every subcontract, or purchase order that said provisions will be binding upon each contractor, subcontractor, or supplier. 8. We, the undersigned, recognize that we are morally and legally committed to non-discrimination in employment. Any person who applies for employment with our company will not be discriminated against because of race, creed, color, sex, national origin, economic status, age, mental or physical disabilities. Signed: Appropriate Official Title Date Page 37 of 577 NOTICE OF PUBLIC HEARING page I of I I � n � � r fr . mail �� • 0 B D V1 Iltll l•Il'� - -- -- -- � 1 ulll•t MJ N ., MA ;ED TOILE K'LANS A24 .4 1 co GUARDRAt a � 1 1 rN- WA en's D 4 D —Toilet ALO3' E O\ 204 DN ,207 I House Kerning SEALED A. \ STAINED k'- m J ® ST 6'Sv 203 FLOOR CSC M. i S65 � FE M11 E \ V +1 '-10 3/8 ---. _DN-- 206 - t 25'-$14• x 16'-42 I 22'-5• I 1 DISPLAY LEDGE ! — � 4 \ s• 6• _ q_a ��" , Play- Scape 1 OPE 4 1BE OW �• , ROOF SELOw !' ` Area R5 , I x R2 R4 M I0 - a R — 4 Page 39 of 577 NOTICE OF PUBLIC HEARING page I of I CITY OF WATERLOO Council Communication Resolution setting the date of public hearing as January 2, 2017 to approve the request by the City of Waterloo to vacate approximately 4,518 square feet of Idaho Street right-of-way, located at the northeast corner of Idaho Street and Martin Luther King Jr. Drive, and authorize City Clerk to publish notice. City Council Meeting: 12/18/2017 Prepared: 12/13/2017 REVIEWERS: Department Reviewer Action Date Planning& Zoning Schroeder, Aric Approved 12/13/2017 - 11:04 AM Clerk Office Even, LeAnn Approved 12/13/2017 - 11:07 AM ATTACHMENTS: Description Type D Aerial Image Cover Memo D Overview Map Cover Memo D Plat Cover Memo D Pictures Cover Memo ❑ Application Cover Memo ❑ Staff Report Cover Memo ❑ Legal Description Backup Material Resolution setting the date of public hearing as January 2, 2017 to approve the request by the City of Waterloo to vacate approximately 4,518 square SUBJECT: feet of Idaho Street right-of-way, located at the northeast corner of Idaho Street and Martin Luther King Jr. Drive, and authorize City Clerk to publish notice. Submitted by: Submitted By:Noel Anderson, Community Planning& Development Director That the City Council set a date of public hearing and publish an official Recommended Action: notice pertinent to the request to vacate, and have the Mayor and City Clerk execute the same. Request by the City of Waterloo to vacate approximately 4,518 SF of Idaho Street right-of-way, located at the northeast corner of Idaho Street and Summary Statement: Martin Luther King Jr. Drive. The are being vacated is not needed for street purposes, and will be included with additional City owned land to the east that is under purchase agreement to be sold and developed for commercial purposes. Expenditure Required: None Source of Funds: N/A Page 40 of 577 Policy Issue: Economic Development, policies 1, 3 and 4. Alternative: N/A The request to vacate the section of Idaho Street right-of-way would not appear to have a negative impact on neighborhood. The request to vacate would not appear to have a negative impact on vehicular traffic in the area as the section of right-of-way is not needed for transportation purposes. The area of the vacated is not in a flood plain as indicated by the Flood Insurance Rate Map No. 1900025 0193F however, the eastern portion of the land that the vacate will be attached to is in the 500-year flood plain and the small portions of the eastern most land is in the 100-year flood plain. There is no open space in the area. Expo Alternative School is located 0.51 mile to the south. There is a 18" Storm Sewer line located on the eastern side of Idaho Street but not within the area to be vacated, and overhead utilities located along the western side of Idaho. The Future Land Use Map designates the area as Mixed Commercial: Background Information: Medium to High Density Residential, Professional Office and Compatible Commercial, and this request would be in compliance with such designation. The request to vacate a portion of the Idaho Street Right-of-Way would not appear to have a negative impact on the neighborhood or traffic conditions in the area. The proposed vacate will allow the property to have the same westerly property line as the parcels to the north. The section of right-of-way proposed to be vacated is not needed for transportation purposes and would leave 65' right-of-way matching the ROW of Idaho Street to the north of the vacate. During Tech Review it was noted that the water main is on the west side of Idaho then turns west along the north side of Willow Street. It was also noted that there is a storm sewer inlet and drainage way on the north side of the property. These issues do not affect the vacate but will need to be taken into account when a Site Plan Amendment is submitted. At their December 5, 2017 meeting the Planning, Programming and Zoning Commission unanimously recommended approval of the vacate. Legal Descriptions: The Westerly 17' of Parcel H of the attached Acquisition Plat. Page 41 of 577 City of Waterloo Planning, Programming and Zoning Commission December 5, 2017 o � 0 WILLOW ST / N— o t� va, CO pw 0 l a' X. t, rww Area Requested to be Vacated vo14R a \v, '�I ■fir c:..�.2 N Northeast Corner of Idaho Street and WE MLK Jr. Drive Vacate Request 75 37.5 0 75 • City of Waterloo Feet Page 42 of 577 City of Waterloo Planning, Programming and Zoning Commission December 1 '11 111 _—_ — 11111111 11111111 ■11111111 ■111111■ ■1111111 _ � , „"""" 111111/1 111■■� .11111111 ■'ll�.■ ■11■1■ —= i■■ 11111111 111■1■ —� ■ =■ == �,1� ■■ �■I■1■ It �C � ■ � 1■ ___ __111111■ -_-_ �_ ME -- �_ ■I_III■LI = ■1111■■ BE MINE -- �■ ■� ■ - i I■■■1 ■ ■■ ■_■ C 11 ■1111■ �� �� �_� ■� 1 111111 __11111111 ■� �� �� �� 11 1 =1111111 ■■1111111111111 ■■ � ■ =11111111 —\1111 /111111111 �, ■■ ■111 - �1� 111� ■, ■ �11111111 -3,R-P \ . . =� X11111111 �I,�- � ��IIIIII IIIIIIIIII jll ■ 1111111111 . • = == � ■��i !JAI' == =■ �ii� ■ ■■ ■■ � �//ice �� � 11■I � ✓I' - 111111 1111 111111 1 111 111111 I�II� -� 1111■ ■111111 11■11111 11111111111 111111111 111111 ����II� — ■= ■� 11■■11■■ ■■1111■ 1111■1 r �I1�, 11111 I■ 111111 il�� 11■11 11■■1 11111111 71111 111111 '� _■ ■_ =11: 11111111 IN ■ ■11111 11111111 , 11111 11111 I__ =1- �. _ ■= =-= ■111111■ ■11111111111■IIII I�;j�ji iiiliu �,mill II II � 111► ,�' 111111111■ ■1111111■ 1111111. 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N W i 3ZN vt�W K W aeE 3 in /y Fy Q Q$o in c J- W a fir- S I J//JJJm N - Y N-Y W 3 i�f Fx POWr K�Z m W O I Ir V Q sb•0�,1� In �^ oo J II op �Qmp o"wz \ 1 m m z "Z z - c n Y 3 `\ \ O S O 1 WWi s m I a i —__—__T333__ ____ __ ___________ _-___ 12115 OHtl01 K N r r do m9 o P W 3 W .0 w O In i(I v "i Z-99-e-=m Om U u " 2 3 o Z Z Z �U Vacate Request — Idaho Street and MLK Jr. Drive k ' fi Looking north along the east side of Idaho Looking west across Idaho Street at the Street at the area that is requested to be existing overhead electrical lines. These vacated. power lines are not in the vacate area. i'. 771 t, Looking east from the east side of Idaho Looking east from the area in question at Street at a storm water inlet and the the existing drainage way. existing drainage way. Page 45 of 577 Vacate Request — Idaho Street and MLK Jr. Drive y`A Looking northwest at the area requested to be vacated. Page 46 of 577 City of Waterloo Planning & Zoning Department 715 Mulberry Street, Waterloo, Iowa 50703 (319) 291-4366 XOffer to Vacate and Purchase City Right-of-Way ❑ Request to Vacate Easement,Vacate Sidewalk,or Encroachment Agreement �❑ Sale of City-Owned Property Applicant:C /_/U pas Address: 7/_S //'�1� , � �7 Phone No.: General Description of Property to Vacated(i.e.-alley between A St.&B St., South of C St.): Legal description of area to be conveyed,vacated,or encroached: 1. A non-refundable filing fee(s)shall be made as follows(checks payable to City of Waterloo): �)Right-of-way vacation—One Hundred Seventy Five Dollar(U75.00yFiling Fee • Easement or sidewalk vacation—Seventy Five Dollar($75.00)Filing Fee • Encroachment—One Hundred Dollar($100.00)Filling Fee • Sale of city-owned property not required to be vacated—No Fee • Any request not meeting the Sale of Property Policy—One Hundred Dollar($100.00)Fee 2. Offer Price*[Note: If the offer price meets the Sale of Property Policy(see attached)the request will not be required to be reviewed by the Building&Grounds Committee.] • Asking price(see attached Sale of Property Policy for how calculated): • Deductions • May decrease price by 50%for area located within an easement: • May decrease price for the City tax that will be collected on the land within 5 yrs(8 yrs inside of the CURA): • Costs(surveying&misc.,demolition,remove of curbs,etc): Asking price—Deductions=Value of Property: Offer Price for Entire Area: A i Note: The above information is a summary of the Sale of Property Policy(see attached). All requests to vacate and purchase City right-of-way must be accompanied by a signed"Intent to Vacate"form for each abutting property to the area to be vacated. Any request that fails to meet the Sale of Property Policy shall not be forwarded to the Building and Grounds Committee or City Council.Any such applicant shall need to request review to Building and Grounds through a City Council member. 3. Publication and Recording Fees*: At the time a buyer(s)has been selected, all publication costs and recording fees must be paid by the applicant. Applicant shall be responsible for collecting from other buyers. 4. Easement*: The following easement shall be retained: 5. Other: Please provide a site plan and/or aerial photo of the area to be vacated if the request involves additiona constructi the reaso or the request. f a1 Applicant Date *Not required for easement vacates sidewalk vacates or Encroachment Agreements Page 47 of 577 December 5,2017 REQUEST: Request by the City of Waterloo to vacate approximately 4,518 SF of Idaho Street right-of-way, located at the northeast corner of Idaho Street and Martin Luther King Jr. Drive. APPLICANT(S): City of Waterloo 715 Mulberry Street Waterloo Iowa 50703 GENERAL The applicant is requesting to vacate a portion of Idaho Street DESCRIPTION: ROW located northeast of the corner of Idaho Street and Martin Luther King Jr. Drive. IMPACT ON The request to vacate the section of Idaho Street right-of-way NEIGHBORHOOD & would not appear to have a negative impact on neighborhood. SURROUNDING LAND USE: VEHICULAR & The request to vacate would not appear to have a negative PEDESTRIAN impact on vehicular traffic in the area as the section of right- TRAFFIC of-way is not needed for transportation purposes. CONDITIONS: RELATIONSHIP TO The Martin Luther King Jr. trail is located to the south of the RECREATIONAL property. The Martin Luther King Jr. trailhead is located just TRAIL PLAN and south of the property in question. COMPLETE STREETS POLICY. ZONING HISTORY The site has been zoned "C-P" Planned Commercial District FOR SITE AND since the adoption of Ordinance 4950 on July 27, 2009. IMMEDIATE VICINITY: North — Residential zoned "C-1" Neighborhood Commercial and "R-2" One and Two Family Residence District. South —Agriculture and the Union Pacific Railroad zoned "R- 3,RP" Planned Multiple Family District. East —Agriculture and Residential zoned "R-2" One and Two Family Residence District. West —Agriculture and Residential zoned "R-2" One and Two Family Residence District and "R-3,RP" Planned Multiple Family District. BUFFERS The request would not require any buffering by ordinance REQUIRED/ NEEDED: standards. DRAINAGE: The proposed vacate would not appear to have a negative impact on drainage. DEVELOPMENT Residential buildings built between 1942 and 2014 and a HISTORY: subdivision built to the north in 1961. FLOODPLAIN: The area of the vacated is not in a flood plain as indicated by the Flood Insurance Rate Map No. 1900025 0193F however, the eastern portion of the land that the vacate will be attached to is in the 500-year flood plain and the small portions of the Vacate-Idaho Street Page 1 of 2 Page 48 of 577 December 5,2017 eastern most land is in the 100-year flood plain. PUBLIC /OPEN There is no open space in the area. Expo Alternative School is SPACES/ SCHOOLS: located 0.51 mile to the south. UTILITIES: WATER, There is a 18" Storm Sewer line located on the eastern side of SANITARY SEWER, Idaho Street but not within the area to be vacated, and STORM SEWER, overhead utilities located along the western side of Idaho. ETC. RELATIONSHIP TO The Future Land Use Map designates the area as Mixed COMPREHENSIVE Commercial: Medium to High Density Residential, LAND USE PLAN: Professional Office and Compatible Commercial, and this request would be in compliance with such designation. STAFF ANALYSIS — The request to vacate a portion of the Idaho Street Right-of- ZONING Way would not appear to have a negative impact on the ORDINANCE: neighborhood or traffic conditions in the area. The proposed vacate will allow the property to have the same westerly property line as the parcels to the north. The section of right-of-way proposed to be vacated is not needed for transportation purposes and would leave 65' right- of-way matching the ROW of Idaho Street to the north of the vacate. During Tech Review it was noted that the water main is on the west side of Idaho then turns west along the north side of Willow Street. It was also noted that there is a storm sewer inlet and drainage way on the north side of the property. These issues do not affect the vacate but will need to be taken into account when a Site Plan Amendment is submitted. STAFF ANALYSIS — SUBDIVISION There would be no platting required in relation to the request. ORDINANCE: STAFF RECOMMENDATION: Therefore, staff recommends the request to vacate 4518 SF of Idaho Street right-of-way be approved for the following reasons: 1. The request to vacate would not appear to have a negative impact on the surrounding area. 2. The request to vacate would not appear to have a negative impact on vehicular or pedestrian traffic in the area. 3. The right-of-way is not needed for transportation purposes. Vacate-Idaho Street Page 2 of 2 Page 49 of 577 DESCRIPTION: FOR VACATING A PART OF THE RIGHT-OF-WAY OF IDAHO STREET NORTH OF MARTIN LUTHER KING JR. DRIVE A PART OF EXISTING IDAHO STREET THAT IS SITUATED IN THE SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 89 NORTH, RANGE 12 WEST OF THE 5TH P.M. IN THE CITY OF WATERLOO, COUNTY OF BLACK HAWK, STATE OF IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 19; THENCE NORTH 88^ (DEGREES) 43' (MINUTES) 55" (SECONDS) EAST (ASSUMED BEARING FOR THE PURPOSE OF THIS DESCRIPTION) ON THE NORTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 19 A DISTANCE OF 33.50 FEET TO THE PRESENT EAST RIGHT-OF-WAY LINE OF IDAHO STREET, BEING THE POINT OF BEGINNING OF THAT PART OF IDAHO STREET TO BE VACATED; THENCE SOUTH 01005'55" EAST ON THE PRESENT EAST RIGHT-OF-WAY LINE OF IDAHO STREET, 272.17 FEET TO THE PRESENT NORTH RIGHT-OF-WAY LINE OF MARTIN LUTHER KING JR. DRIVE; THENCE NORTH 70038'19"WEST ON THE PRESENT NORTH RIGHT-OF-WAY LINE OF MARTIN LUTHER KING JR. DRIVE, 18.15 FEET TO A LINE THAT IS 17.00 WEST OF AND PARALLEL WITH THE PRESENT EAST RIGHT-OF-WAY LINE OF IDAHO STREET; THENCE NORTH 01°05'55" WEST ON THE LINE THAT IS 17.00 WEST OF AND PARALLEL WITH THE PRESENT EAST RIGHT-OF-WAY LINE OF IDAHO STREET, 265.78 FEET TO THE NORTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 19; THENCE NORTH 8843'55" EAST ON THE NORTH LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 19, A DISTANCE OF 17.00 FEET TO THE POINT OF BEGINNING. CONTAINING 4,573 SQUARE FEET OR 0.10 ACRE. Page 50 of 577 CITY OF WATERLOO Council Communication Resolution setting date of public hearing as January 2, 2018 to approve the sale and conveyance of city owned property located at 809-811 E 4th Street, in the amount of$1.00, to The Boys & Girls Clubs of the Cedar Valley, including a Development Agreement, and instruct City Clerk to publish notice. City Council Meeting: 12/18/2017 Prepared: 12/13/2017 REVIEWERS: Department Reviewer Action Date Planning& Zoning Schroeder, Aric Approved 12/13/2017 - 10:47 AM Clerk Office Even, LeAnn Approved 12/13/2017 - 11:02 AM ATTACHMENTS: Description Type ❑ Development Agreement Backup Material Resolution setting date of public hearing as January 2, 2018 to approve the sale and conveyance of city owned property located at 809-811 E 4th Street, SUBJECT: in the amount of$1.00, to The Boys & Girls Clubs of the Cedar Valley, including a Development Agreement, and instruct City Clerk to publish notice. Submitted by: Submitted By:Noel Anderson. Community Planning& Development Director Recommended Action: Approval Transmitted is a request to set the date of public hearing as January 2, 2018 to enter into a development agreement with The Boys & Girls Clubs of Summary Statement: the Cedar Valley for the development of a teen and education center located at 809-811 E 4th Street. As outlined within the agreement the City will also be demolishing the property located at 807 E 4th Street once the Boys and Girls Club receives possession of the property. Expenditure Required: Demolition costs yet to be determined. Source of Funds: TIF or Bonds for Demo of existing buildings Policy Issue: Land Use and Economic Development, policies 1, 3 and 4. Alternative: N/A Legal Descriptions: The North One-half of Lot 2, and all of Lot 3, in Block 68 of Cooley Addition, City of Waterloo, Black Hawk County, Iowa. Page 51 of 577 Preparer Information: Christopher S. Wendland, PO Box 596, Waterloo, Iowa 50704 (319)234.5701 Name Address City Phone SPACE ABOVE THIS LINE FOR RECORDER DEVELOPMENT AGREEMENT This Development Agreement (the "Agreement") is entered into as of , by and between The Boys & Girls Clubs of the Cedar Valley ("Developer") and the City of Waterloo, Iowa (the "City"). RECITALS A. City considers economic development within the City a benefit to the community and is willing for the overall good and welfare of the community to provide financial incentives so as to encourage that goal. B. Developer is willing and able to finance and renovate an existing building at 809-811 E. 4t" Street in Waterloo, legally described as set forth on Exhibit "A" attached hereto (the "Property"). AGREEMENT NOW, THEREFORE, in consideration of the mutual covenants set forth herein, the parties agree as follows: 1. Sale of Property; Title. Subject to the terms hereof, City shall convey the Property to Developer for the sum of $1.00. Conveyance shall be by quit claim deed, free and clear of all encumbrances arising by or through City except: (a) easements, conditions and restrictions of record; (b) current and future real estate real property taxes and assessments; (c) general utility and right-of-way easements serving the Property; and (d) restrictions imposed by the City zoning ordinances and other applicable law. Developer may, at its own expense, obtain whatever form of title evidence it desires. If title is unmarketable or subject to matters not acceptable to Developer, and if City does not remedy or remove such objectionable matters in timely fashion following written notice of such objections from Developer, Developer may terminate this Agreement. Closing shall occur at any time that is mutually agreeable to the parties, but in any event not less than 10 days after City completes demolition of the Page 52 of 577 DEVELOPMENT AGREEMENT Page 2 existing structure and removal of materials. City expects to complete demolition within four months after the date of this Agreement. 2. Improvements by Developer. After conveyance, Developer will rehabilitate and renovate the Property substantially in accordance with the plans and drawings attached hereto as Exhibit "B" (the "Improvements"). The Property, the Improvements, and all site preparation and development-related work to make the Property usable for Developer's purposes as contemplated by this Agreement are collectively referred to as the "Project". All Improvements shall be constructed in accordance with all applicable City, state, and federal building codes and shall comply with all applicable City ordinances and other applicable law. 3. Timeliness of Project Work; Possibility of Reverter. The parties agree that Developer's commitment to undertake the Project and to complete the Improvements in a timely manner constitutes a material inducement for the City to convey the Property to Developer and that without said commitment City would not do so. Developer's responsibilities under this Agreement are therefore subject to the following deadlines: a. Renovation. Developer must begin work within six (6) months (the "Start Deadline") after the date of this Agreement and must substantially complete the Improvements within twelve (12) months thereafter (the "Completion Deadline"). If Developer has not obtained a building permit and in good faith begun construction of the Improvements by the Start Deadline, then at City's option title to the Property shall revert to the City, but if construction is imminent the City Council may, but shall not be required to, consent to an extension of time to begin construction or, if appropriate, to complete construction, and if an extension is granted but construction has not been commenced or substantially completed, as applicable, within such extended period, then the title to the Property shall revert to the City after the end of said extended period. b. Unavoidable Delays. If Developer has begun activity in compliance with the foregoing deadlines 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 Developer, the requirement that construction is to be completed by the Completion Deadline shall be tolled for a period of time equal to the period of such stoppage or delay, and thereafter if construction is not completed within the allowed period of extension, the title to the Property shall revert to the City after the end of said period. 4. Reverter of Title. In the event of any reverter of title, Developer agrees that it shall, at its own expense, promptly execute all documents, including but not limited to a special warranty deed, or take such other actions as the City may reasonably request to effectuate said reverter and to deliver to City title to the Property that is free and clear of any lien, claim, or encumbrance arising by or through Page 53 of 577 DEVELOPMENT AGREEMENT Page 3 Developer. Concurrently with the deed, Developer shall deliver to City any and all abstracts of title that City had provided in connection with conveyance of the Property. Developer shall pay in full, so as to discharge or satisfy, all liens, claims, charges, and encumbrances on or against the Property. Appointment of Attorney-in-Fact: If Developer fails to deliver such documents, including but not limited to a special warranty deed and related abstracts of title, to City within thirty (30) days of written demand by City, then City shall be authorized to execute, on Developer's behalf and as its attorney-in-fact, the special warranty deed required by this Section, and for such limited purpose Developer does hereby constitute and appoint City as its attorney-in- fact. 5. No Warranties. Developer agrees that it will receive conveyance of the Property in its "AS IS" condition, with all faults, and that City makes no representations or warranties, and hereby expressly disclaims any and all warranties of any type or nature whatsoever, including but not limited to the condition, habitability, usability or operability of the Property for any particular purpose. 6. Indemnity. Developer further agrees that it shall indemnify City and hold it harmless with respect to any demand, claim, cause of action, damage, or injury made, suffered, or incurred as a result of or in connection with the Project, Developer's failure to carry on or complete same, or any lien, claim, charge, or encumbrance on or against the Property of any type or nature whatsoever that attaches to the Property by virtue of Developer's ownership of same. If City files suit to enforce the terms of this Agreement and prevails in such suit, then Developer shall be liable for all legal expenses, including but not limited to reasonable attorneys' fees. Developer's duties of indemnity pursuant to this Section shall survive the expiration, termination or cancellation of this Agreement for any reason. 7. No Encumbrances; Limited Exception. Until substantial completion of the Project, Developer agrees that it shall not create, incur, or suffer to exist any lien, encumbrance, mortgage, security interest, or charge on the Property, other than such mortgage or mortgages as may be reasonably necessary to finance Developer's undertaking of the Project and of which Developer notifies City in advance of Developer's execution of any such mortgage. The Property may be mortgaged or encumbered only to support the construction of Improvements on the Property. Developer may not cross-col lateral ize the Property to support the construction of improvements on any other real estate. 8. Water and Sewer; Utilities. Developer will be responsible for extending water, sewer and utilities services to any location on the Property and for payment of any associated connection fees. 9. Representations and Warranties of City. City hereby represents and warrants as follows: Page 54 of 577 DEVELOPMENT AGREEMENT Page 4 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. 10. Representations and Warranties of Developer. Developer hereby represents and warrants as follows: A. Developer is not prohibited from consummating the transaction contemplated in this Agreement by any law, regulation, agreement, instrument, restriction, order or judgment. B. Developer is duly organized, validly existing, and in good standing under the laws of the State of Iowa. C. Developer has full right, title, and authority to execute and perform this Agreement and to consummate all of the transactions contemplated herein, and each person who executes and delivers this Agreement and all documents to be delivered to City hereunder is and shall be authorized to do so on behalf of Developer. 11. No Assignment or Conveyance. Developer agrees that it will not sell, convey, assign or otherwise transfer its interest in the Property prior to substantial completion of Improvements, 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 Developer under this Agreement. 12. Materiality of Developer's Promises, Covenants, Representations, and Warranties. Each and every promise, covenant, representation, and warranty set forth in this Agreement on the part of Developer 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. Developer 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. 13. Notices. Any notice under this Agreement shall be in writing and shall be delivered in person, by overnight air courier service, by United States registered or certified mail, postage prepaid, or by facsimile (with an additional copy delivered by one of the foregoing means), and addressed: Page 55 of 577 DEVELOPMENT AGREEMENT Page 5 (a) if to City, to City of Waterloo, 715 Mulberry Street, Waterloo, Iowa 50703, facsimile number 319-291-4571, Attention: Mayor, with copies to the City Attorney and the Community Planning and Development Director. (b) if to Developer, to The Boys & Girls Clubs of the Cedar Valley, 515 Pine Street, Waterloo, Iowa 50703, Attention: CEO. 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. 14. No Joint Venture. Nothing in this Agreement shall, or shall be deemed or construed to, create or constitute any joint venture, partnership, agency, employment, or any other relationship between the City and Developer nor to create any liability for one party with respect to the liabilities or obligations of the other party or any other person. 15. 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. 16. Severability. Each provision, section, sentence, clause, phrase, and word of this Agreement is intended to be severable. If any portion of this Agreement shall be deemed invalid or unenforceable, whether in whole or in part, the offending provision or part thereof shall be deemed severed from this Agreement and the remaining provisions of this Agreement shall not be affected thereby and shall continue in full force and effect. If, for any reason, a court finds that any portion of this Agreement is invalid or unenforceable as written, but that by limiting such provision or portion thereof it would become valid and enforceable, then such provision or portion thereof shall be deemed to be written, and shall be construed and enforced, as so limited. 17. Captions. All captions, headings, or titles in the paragraphs or sections of this Agreement are inserted only as a matter of convenience and/or reference, and they shall in no way be construed as limiting, extending, or describing either the scope or intent of this Agreement or of any provisions hereof. Page 56 of 577 DEVELOPMENT AGREEMENT Page 6 18. Binding Effect. This Agreement shall be binding and shall inure to the benefit of the parties and their respective successors, assigns, and legal representatives. 19. 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. 20. 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. 21. 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 THE BOYS & GIRLS CLUBS OF THE CEDAR VALLEY By: By: Quentin M. Hart, Mayor Title: Attest: Kelley Felchle, City Clerk Page 57 of 577 EXHIBIT "A" Legal Description of Property The North One-half of Lot 2, and all of Lot 3, in Block 68 of Cooley Addition, City of Waterloo, Black Hawk County, Iowa. Page 58 of 577 EXHIBIT "B" Plans See attached. Page 59 of 577 CITY OF WATERLOO Council Communication Receive and file Work Session minutes of December 11, 2017. City Council Meeting: 12/18/2017 Prepared: REVIEWERS: D epartment Reviewer Action Date Clerk Office Felchle, Kelley Approved 12/15/2017 - 3:37 PM SUBJECT: Receive and file Work Session minutes of December 11, 2017. Page 60 of 577 CITY OF WATERLOO Council Communication Receive and file Human Resources Committee minutes of December 11, 2017. City Council Meeting: 12/18/2017 Prepared: REVIEWERS: D epartment Reviewer Action Date Clerk Office Felchle, Kelley Approved 12/15/2017 - 3:38 PM SUBJECT: Receive and file Human Resources Committee minutes of December 11, 2017. Page 61 of 577 CITY OF WATERLOO Council Communication FY 2018 Police Vehicle/Evidence Storage Facility Project. City Council Meeting: 12/18/2017 Prepared: 12/13/2017 REVIEWERS: D epartment Reviewer Action Date Police Department Krogh, Frank Approved 12/13/2017 - 4:53 PM Clerk Office Even, LeAnn Approved 12/13/2017 - 5:06 PM ATTACHMENTS: Description Type D Bid Tab Backup Material Motion to receive and file proof of publication of notice of public hearing. HOLD HEARING-No comments on file. Motion to close hearing and receive and file oral and written comments. SUBJECT: Resolution confirming approval of plans, specifications, bid documents, form of contract, estimate of cost. etc. Resolution authorizing to proceed. Motion to receive, file and instruct the City Clerk to read bids and refer to the Police Department for review. Submitted by: Submitted By: Captain Frank Krogh Recommended Action: Approve bids and authorize the Police Department to fulfill the FY 2018 Police Vehicle/Evidence storage Facility project. The Waterloo Police Department currently stores vehicles at a storage facility that is not big enough or accessible for wreckers to put cars inside. A Summary Statement: new storage facility will be constructed to store vehicles that have been seized as evidence and some that are waiting to be forfeited as drug proceeds until they can be disposed of or sold at auction. Expenditure Required: Yes Source of Funds: General Obligation Bonds Policy Issue: N/A If this building is not replaced the city could be liable for the damage that can Alternative: incur by storing these vehicles in a storage facility that is not temperature controlled causing damage to the vehicles lowering their value. The Waterloo Police Department seizes vehicles as drug proceeds under Iowa law. These vehicles as well as other vehicles that have been seized as Page 62 of 577 evidence are stored in a small facility that is not temperature controlled and inaccessible for wreckers. It some times takes several years for the courts to decide what to do with these vehicles and the city is liable to maintain the Background Information: vehicle condition. After many years of storage in a facility that does not have a good environment the vehicle conditions are damaged byu the weather and animals that can get into the facility. The current facility is owned by a company that is in litigation with another party that could cause us to loose the ability to store vehicles there. If this happens we will have no storage facility. We are planning to build a storage facility that meets our needs and will be temperature controlled and secured reducing our liability. Legal Descriptions: N/A Page 63 of 577 VEHICLE/EVIDENCE STORAGE FACILITY Bid Tab: December 14, 2017 Estimate: $330,000.00 Bidder Bid Security Bid Amount Meyer Construction Inc. o 5/o $380,415.00 Sumner, IA Morton Buildings, Inc. o Charles City, IA 5/o $496,000.00 Gingerich Structures $20,000 Check $352,845.00 Cedar Falls, IA Page 64 of 577 CITY OF WATERLOO Council Communication Purchase of one (1) four-wheel drive compact pick-up truck with crew cab for Code Enforcement. City Council Meeting: 12/18/2017 Prepared: 12/12/2017 REVIEWERS: D epartment Reviewer Action Date Traffic Operations Even, LeAnn Approved 12/13/2017 - 10:27 AM ATTACHMENTS: Description Type D Bid Tab Backup Material Motion to receive and file proof of publication of notice of public hearing_ HOLD HEARING -No comments on file. Motion to close hearing and receive and file oral and written comments. Resolution confirming approval of specifications, bid document, form of contract, etc. SUBJECT: Resolution authorizing to proceed. Motion to receive, file and instruct the City Clerk to read bids. Resolution approving award of bid to Pat McGrath Chevy of Cedar Rapids. Iowa in the amount of 826.517, for the purchase of one (1) four- wheel drive compact pick-up truck with crew cab for Code Enforcement, and authorize the Mayor and City Clerk to execute said documents. Submitted by: Submitted By: Sandie Greco, Interim Public Works Director Recommended Action: Recommend Approval. Summary Statement: This truck is a replacement for a truck that was involved in an accident. Expenditure Required: Estimate $26,000 Source of Funds: Sanitation Fund- 525-15-5125-1569 Page 65 of 577 PURCHASE (1) 4WD COMPACT PICKUP Bid Tab: December 14, 2017 Estimate: $25,000 Bidder Bid Amount Jerry Roling Motors, Inc. Waverly, IA $29,609.40 Community Motors Co., Inc. Cedar Falls, IA $29,576.79 Rydell Chevrolet Waterloo, IA $30,644.60 Pat McGrath Chevrolet Cedar Rapids, IA $26,517.00 Page 66 of 577 CITY OF WATERLOO Council Communication Resolution approving a Professional Services Agreement with the University of Northern Iowa GeoTREE Center in the amount of$17,280, for creation of a city-wide address point feature class, for each building in the Waterloo City limits, and authorize the Mayor to execute said document City Council Meeting: 12/18/2017 Prepared: 12/12/2017 REVIEWERS: Department Reviewer Action Date Information Services Even, LeAnn Approved 12/13/2017 - 11:50 AM ATTACHMENTS: Description Type ❑ Contract Agreement Exhibit ❑ Scope of Work Exhibit Resolution approving a Professional Services Agreement with the University SUBJECT: of Northern Iowa GeoTREE Center in the amount of$17.280, for creation of a city-wide address point feature class, for each building in the Waterloo City limits, and authorize the Mayor to execute said document. Submitted by: Submitted By: Chris Youngblut, Technology Services Director Recommended Action: Approval Expenditure Required: $17,280 Funding for this will be shared by many departments as this will provide value and improve efficiencies for entire city. Engineering, $1,728.00: 415-07-7830-2118 P&Z: $1,728.00: 416-08-5700-2111 Source of Funds: Waste Mgmt, $1,728.00: 520-14-520-1520 Traffic, $1,728.00: 266-17-7102-1520 Sanitation, $1,728.00: 525-15-5400-1516 Water Works, $1,728.00: 164-00-3023 MIS, $6,912.00: 417-01-8225-2106 Alternative: Do not approve In March of 2017 Pro West GIS provided a final city-wide needs assessment that was presented to council. As part of the assessment it was determined a primary need was to have all address points in the city mapped Page 67 of 577 within our GIS. Address points serve as a backbone layer to many other items we will be utilizing within GIS. Currently this data is extremely lacking in an electronic format. Having this data in our GIS will allow the city to create new address point locations and the ability to assign addresses electronically as opposed to paper based mapping as done now. This data Background Information: would easily be accessible by all city departments as needed. The UNI GeoTREE Center(Geoinformatics Training, Research, Education, and Extension Center) has experience in GIS database development demonstrated in many projects for agencies such as the Iowa DNR, Iowa Department of Agriculture and Land Stewardship, Black Hawk Soil and Water Conservation District, and others. As they can do this as part of their GIS curriculum, utilizing UNI students, they are able to do this for about 20% of the cost that other 3rd party vendors require. Page 68 of 577 Contract Agreement Awarding Institution/Organization Name: City of Receiving Institution/Organization Name: University of Waterloo, henceforth "Owner" Northern Iowa GeoTREE, henceforth "Contractor" Agreement Number: UNI-GeoTREE 001 Funding Source (if federal, indicate CFDA#): Period of Performance: Start Date: February 1, 2018 End Date: June 30, 2018 Funding: Amount this Action: $ 11,880 Cumulative for Agreement: $ 17,280 Project Title: Development and Populating of an Address point Layer in a Geodatabase Financial and Technical Reporting Requirements: See Attachment 4 Cost Reimbursable (all budget changes require Owner approval) Financial Terms (check one): Firm Fixed Price Deliverables Based X Firm Fixed Price Unit Based Time and Materials (all budget changes require Owner approval) Other (describe): Terms and Conditions 1. General Statement: This Contract for Services, henceforth referred to as "Contract", is between Owner and Contractor to complete the scope of work provided in Attachment 5. In performing the Contract scope of work, Contractor shall be an independent entity and not an employee or agent of Owner. The Contractor shall not subcontract any aspects of the project without prior written approval by Owner Administrative Contact and Principal Investigator, as found in Attachment 3A. 2. Invoicing: Owner shall pay Contractor an amount not to exceed that listed above and as detailed in Attachment 5. All payments to shall be for the work and activities described and budgeted for in Attachment 5. Payments will be made based on Contractor's standard invoice and after Owner's acceptance of Contractor's progress reports per the terms and conditions in Attachment 4. At a minimum, invoices must include: Contract number, billing period, invoice number, and certification as to truth and accuracy of invoice. A final invoice marked "Final"will be submitted to Owner financial contact no later than 90 days after the end date of this Contract. Invoices and questions related to invoicing shall be directed to the financial contacts per Attachments 3A and 3B. 3. Allowable Costs: Allowable costs and expenditures shall follow Contractor's financial acquisition and expensing policies and shall not be in violation of applicable Iowa Code and the Iowa Administrative Code. No costs shall be incurred under this Contract prior to the start date or after the end date of this Contract. 4. Contractor Financial Internal Controls: Contractor hereby certifies that it has financial internal controls in place that ensure industry applicable regulatory compliance and adherence to industry standard cost accounting systems. Contractor agrees that if a third party audit report reflects material shortcomings in Contractor's internal control systems, Owner may alter this Contract to require more rigorous financial accountability, reporting, or otherwise take actions to safeguard the appropriate use of the Owner funds, or terminate Contract. 5. Technical Reporting: Matters concerning Contractor's technical performance should be directed to the Owner Project Director, as shown in Attachments 3A. Progress report format, required content, and frequency are described in Attachment 4. 6. Administrative Requests: Changes to the terms and conditions of this Contract must be done so by written amendment and must be by mutual agreement between the Contracting parties. Page 69 of 577 Contract#: UNI-GeoTREE 001 7. Indemnification: Each party shall be responsible for its negligent acts or omissions and the negligent acts or omissions of its employees, officers, directors, and agents to the extent allowed by Iowa law. 8. Copyright: All copyrightable materials developed during the implementation of this contract's scope of work, such as but not limited to audiovisuals, computer programs, software, publications, curricula, research materials, training materials, etc. shall be vested with Owner. Owner hereby grants to Contractor a royalty-free, non- exclusive, and irrevocable license to reproduce, publish, or otherwise use copyrighted materials for the Contractor's normal scholarly operations. 9. Intellectual Property: Title to all intellectual property developed during and resulting from the work performed under this Contract shall be vested to Owner. Owner hereby grants Contractor royalty-free, non-exclusive, and irrevocable right to reproduce, publish, or otherwise use intellectual property resulting from work performed under this Contract for Contractor's normal scholarly purposes. a. For the purpose of this Contract intellectual property shall mean data arising from or collected during the implementation of the Contract and all copyrightable material developed, inventions and/or discoveries conceived and/or reduced to practice during the performance of this Contract. b. Neither party shall lay claim to preexisting intellectual property held another party regardless of whether or not the preexisting intellectual property contributed to the performance of this Contract or if the preexisting intellectual property resulted in new intellectual property by way of the work performed under this Contract, or both. 10. Termination: Either party may terminate this Contract with thirty days written notice sent to the appropriate party's Administrative Contact and Authorizing Official, as found in Attachments 3A and 3B. In the event the source funding for this project becomes unavailable, for any reason, Owner may immediately suspend Contract activity with 5 working days written notice. In the event the Contract is terminated Owner shall pay all allowable and budgeted expenses incurred by Contractor through the end date of the written termination letter. 11. Integration: This Contract, including any attachments, exhibits and provisions incorporated by reference, constitutes the entire Contract between the parties hereto and supersedes all prior contracts, understandings and arrangements, oral or written, with respect to the subject matter of this Contract. All substantive terms and conditions of this Contract are included in this Contract document and referenced attachments. 12. Special Conditions: In addition to the above terms and conditions certain special conditions, flow through conditions, and other stipulations may apply. 13. [Left Blank] By an Authorized Official of Owner By an Authorized Official of Contractor: Name Date Name Date Title Title 2 Page 70 of 577 Contract#: UNI-GeoTREE 001 Attachment 1 Certifications and Assurances By signing this Contract, the authorized official of Contractor certifies, to the best of his/her knowledge and belief that: Non-Discrimination In accordance with federal and state law and internal policy, Contractor agree not to discriminate against any person on the basis of sex, race, creed, national origin, color, religious belief, age, disability, sexual orientation, gender identity or status as a disabled veteran or veteran of the Vietnam era in the performance of this Contract. Conflict of Interest Contractor certifies that both parties has established written policy guidelines on conflict of interest and the avoidance thereof and that in performing the work related to this Contract shall adhere to and monitor its own policy. Debarment, Suspension, and Other Responsibility Matters Contractor certifies by signing this Contract that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible or voluntarily excluded from participation in this transaction by any federal, state, or local agency. Attachment 2 Special Conditions 1. Equipment. Title to all nonexpendable tangible property purchased by the Contractor with funds related to this Contract shall be owned by the Contractor upon purchase without further obligation to Owner. Owner has the right to stipulate special conditions that limit the management of such equipment within this agreement or by reference to attachments to this Contract or readily available, accessible, and established rules or guidelines. 3 Page 71 of 577 Contract#: UNI-GeoTREE 001 Attachment 3A Owner Contacts and Reporting Information Administrative Contact DUNS Number: Name: EIN Number: Title: Address: Congressional District: Country: United States of America Telephone: Registered in System for Award Management(SAM.gov)? Fax: Yes_x_ No E-mail: Address as listed in SAM.gov if different from above Principal Investigator/Project Direct Address: Name: Title: Address: Telephone: Fax: E-mail: Primary Performance Location if different from above Financial Contact Address: Name: Title: Address: Country: United States of America Telephone: Fax: E-mail: Authorized Official Prime award information (if applicable): Name: Title: Address: Telephone: Fax: E-mail: 4 Page 72 of 577 Contract#: UNI-GeoTREE 001 Attachment 3B Contractor Contacts and Reporting Information Administrative Contact DUNS Number: 07-313-2623 EIN Number: 42-6004333 Name: Human Subjects Assurance No. : 00002159 Title: Postaward Services Coordinator CAGE Code: OFV12 Address: 213 East Bartlett Hall, Congressional District: 1St Congressional, Iowa Cedar Falls, IA 50614-0394 Country: United States of America Registered in System for Award Management(SAM.gov)? Telephone: 319-273-4321 Yes_x_ No Fax: E-mail: rsp@uni.edu Address as listed in SAM.gov if different from above Principal Investigator/Project Direct Address: Name: John DeGroote 122 Lang Hall Title: Director GeoTREE Cedar Falls, IA. 50614 Address: ITT 214, University of Northern Iowa, Cedar Falls, IA 50614 Telephone: 319-273-6158 Fax: E-mail:john.degroote@uni.edu Primary Performance Location if different from above Financial Contact Address: Name: Title: Accounts Specialist Address: 213 East Bartlett Hall Cedar Falls, Iowa 50614-0394 Country: United States of America Telephone: 319-273-7054 Fax: E-mail: rsp@uni.edu Authorized Official Contractor Institution Type: Public/State Controlled Institution of Higher Education Name: Tolif Hunt Title: Director, RSP Address: 213 East Bartlett Hall Cedar Falls, Iowa 50614-0394 Telephone: 319-273-3025 Fax: E-mail: tolif.hunt@uni.edu 5 Page 73 of 577 Contract#: UNI-GeoTREE 001 Attachment 4 Technical & Financial Reporting Requirements 1. Technical Reporting: All final project products and reports shall be due to Owner by Contractor no later than 30 days after the end date of this agreement. Further details related to technical reporting requirements can be found in Attachment 5 of this agreement. 2. Financial Reporting: Please reference Paragraph 2 of this agreement for invoicing instructions. No special conditions to financial reporting is required. Payment from Owner to Contractor shall be mailed to: University of Northern Iowa Attn. Cashier Office of Business Operations 103 Gilchrist Hall Cedar Falls, IA. 50614-0008 Incremental Funding: This project is subject to incremental funding based on two distinct project sections. Base Option: $11,880. The Base Option is exercised by execution of this agreement. Funding for the Base Option of this project mainly will consist of supporting the time spent creating the address feature class, as further described in Attachment 5. The cost for the Base Option of this agreement is below, which are based on an estimated 30,000 addresses in the City of Waterloo: • Planning, consultation with City of Waterloo, geodatabase design, address point creation, attribution, and quality control including final field checking of any address of concern using ArcGIS Address Field Verification template (http://solutions.arcgis.com/local-government/help/address-field-verification/) 0 550 hours @ $20/hour= $11,000 • UNI Indirect Overhead ($11,000 * 1.08) based on UNI's rate of 8% = $880 • Total estimated cost = $11,880 Option 1. $5,400. Exercising Option 1 shall be by bilateral amendment of this agreement only. A bilateral amendment to this agreement shall be made to add an amount not to exceed $5,400. The amendment shall also, if needed, extend the period of performance beyond the stated end date of this agreement for an amount of time appropriate to complete the tasks outlined in the section titled "Optional Project" in the Attachment 5 of this agreement. The full scope of work for Option 1 is found in Attachment 5, below is the budget for Option 1: • Scan all address forms and create a hyperlink to scanned documents. We would automate the creation of this hyperlink creation using a Python script with manual quality control checks. This part depends on the number of address forms to scan. Each form will take approximately two to three minutes to scan, name, and save. The below estimate assumes up to 5,000 address forms. o 250 hours @ $20/hour=$5000 • UNI Indirect Overhead (total above * 1.08) based on UNI's rate of 8%= $400 • Total estimated cost=$5,400 6 Page 74 of 577 Attachment 5 GeoinfornubmT,FaiUN h- . _ J17- GrGRAPHY Development and populating of an address point layer in a geodatabase UNI GeoTREE Center October 30, 2017 Background and Purpose: In preparation of building an organization-wide Enterprise Geodatabase,the City of Waterloo has requested an estimate for creation of a city-wide address point feature class. In this proposal,the GeoTREE Center provides an estimate of the cost of developing that address point feature class for each building address in the city(estimated to be approximately 30,000 addresses). In addition,this proposal provides an option for also scanning all hard-copy address forms (estimated to be—4-5000 forms with extra site plans) and creating relative hyperlinks (directory path or URLs)for each of the the points from the address point feature class that have associated address forms. This proposal represents a draft version and it is envisioned that there will be some refinement based on discussions with the City of Waterloo. Specifications: The following are highlights of the activities that the GeoTREE Center will complete: • Develop workflow for main activity described in third bullet points below • Meet with City of Waterloo staff to solidify requirements/specifications and to demonstrate/verify progress • Create and populate an address point feature class c Using a variety of direct and ancillary data sources (listed below) the GeoTREE Center will digitize an address point for each building in the Waterloo City limits. Each point will be created in a geodatabase feature class and several attributes will be set including Full Address Number, Full Road Name, Full Address, Location, Description, Last Update Date, Last Editor and Capture Method).The address point feature class will be based on the ESRI template available at http://solutions.arcgis.com/local-government/help/address- management/. Geodatabase defaults and domains will be set up in order to allow for more efficient editing. See Figure 1 for two examples areas where address points were created during testing by the GeoTREE Center.The GeoTREE Center will break the city up according to the Plat Book grid (Figure 2) in order to organize the work into manageable chunks and for easy referencing of plat books. Page 75 of 577 ■ Black Hawk County Parcels and County Real Estate Mapping (http://www2.co.black-hawk.ia.us/website/bhmap/viewer.htm) ■ Plat books ■ Waterloo zoning data ■ Google Maps and StreetView ■ Address forms o Carry out a systematic quality control check on all address points After development of the original 1000-2000 addresses the GeoTREE Center will provide a cut of the Geodatabase for review by City of Waterloo staff.A meeting will be scheduled for discussion of progress. Additionally towards the half-way point of data creation another meeting will be scheduled to discuss progress and to rectify any potential issues that may arise. • Optional activity o Scan all hard-copy address forms and save with a name that can be matched to addresses. Save as either.pdf(or .jpg). o Add an attribute to the address points feature class which would be name of the scanned and saved address form.This can be used as a hyperlink. See Figure 3. 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Refiled J A—St _ BMcn Ave BericM1 Are Kln peurO Sola `'emrHERE,&-I--.USGSme ,Intbp,ina—tPC«p., CAN.ES,iJeFa�,,°���{!tri r RI"d Other L c,�a au Chine TFlerg Kona),E4i{rf sils���,pj TR,R•Mapmylndie,®Openstr Mgp°°ntr ibutas,end the,♦?IS ( nrtunity - 2.600 1,300 0 2,600 Feet N A Page 76 of 577 %, •_ � Y • r 4 J Vy. LOJ current t Pending � �'�' J • � Temporary Ret!red R other ',.,. ♦ /. F' " 7 ' 390 195 0 390 Feet N A Figure 1: Example address points digitized in two example areas of Waterloo (top image)with a zoomed in version of area around Commercial and Jefferson Streets (bottom image). Page 77 of 577 711, i Xf4 13 57 mn=3mc3mmmmmmc===�Miles Figure 2:The GeoTREE Center will work grid cell by grid cell from the plat book index provided by the City ofWaterloo. Page 78Of577 ('1 WaterlooTest—d-ArcMap 'File Edit View B,,-kmarks Insert Se1-- Ge,,, eszin9 Customize Windd�oaaws Help 12.786 Q`� Q .a•r ,.,. W- it ®LIQ {. Editor- Table Of Contents ¢x �-I u no Lry- 0o stoma �c�nmt Pend ng [�Temporary Retired D\temp\octtrash\wlootpddrenTerting\pol\3355_Grryhound Drivepdf Other r,❑Add—Wloo ❑WaterlooP—d,TeztArea p«❑•aterlooParc els l.'. p�WaterlooChyBoundary O p T20131magery ❑Boundary 0 ®Footprint EA ®Image RGB V x WRed Band-1 Green Band Z d' Blue Band a p LIPtATBOOK MASTER INDE; VSB Red: EBluc Banda p❑BaWo aemap ;r I3»weylau�unve.W.-nonce A--rro Ix Home Tools 3355_Greynouro...x $ ® Q (Do i R e 00 5, - r- D © T O o CITT O�N�T[Rk00 ION• r e-a- w Figure 3:An example of a pending address point with a scanned PDF address form hyperlinked from the point. Page 79 of 577 Deliverables and Timeline: The main deliverable will be an ESRI File Geodatabase with an address feature class that contains attributes for Full Address Number, Full Road Name, Full Address, Location, Description, Last Update Date, Last Editor and Capture Method and potentially any other attributes the City of Waterloo requires. If the optional scanning work is carried out than a single PDF file for each address form (site plan)will be delivered to the City of Waterloo. It is believed that this work would be completed in approximately 4-5 months from the beginning date. GeoTREE Experience and Qualifications The GeoTREE Center will leverage their experience in GIS database development that has been demonstrated in many projects for agencies such as Iowa Department of Natural Resources, Iowa Department of Agriculture and Land Stewardship, Black Hawk Soil and Water Conservation District, and others. Budget: The funding for this project mainly will consist of supporting the time spent creating the address feature class.The estimates below are based on the idea that there could be up to 30,000 addresses in the city. • Planning, consultation with City of Waterloo,geodatabase design, address point creation, attribution, and quality control including final field checking of any address of concern using ArcGIS Address Field Verification template (http://solutions.arcgis.com/local- government/help/address-field-verification/) 0 550 hours @ $20/hour=$11,000 • UNI Indirect Overhead (total above * 1.08) based on UNI's rate of 8%_ $880 • Total estimated cost=$11,880 Optional Project: The City of Waterloo has cabinet file drawers full of paper address forms. Below are estimated charges for scanning these forms, saving as PDF files, and creating a hyperlink(file path or URL) in the table of the address point feature class. • Scan all address forms and create a hyperlink to scanned documents.We would automate the creation of this hyperlink creation using a Python script with manual quality control checks.This part depends on the number of address forms to scan. Each form will take approximately two to three minutes to scan, name, and save.The below estimate assumes up to 5,000 address forms. 0 250 hours @ $20/hour= $5000 • UNI Indirect Overhead (total above * 1.08) based on UNI's rate of 8%_$400 • Total estimated cost=$5,400 Page 80 of 577 CITY OF WATERLOO Council Communication Resolution approving a one-year agreement with SiteImprove, Inc. in the amount of$3,780 for software to analyze and identify city website ADA compliance and WCAG (web content accessibility guidelines)issues, and authorize the Mayor to execute said document. City Council Meeting: 12/18/2017 Prepared: 12/12/2017 REVIEWERS: Department Reviewer Action Date Information Services Even, LeAnn Approved 12/13/2017 - 11:04 AM ATTACHMENTS: Description Type D SiteImprove Agreement Cover Memo Resolution approving a one-year agreement with SiteImprove, Inc. in the SUBJECT: amount of$3.780 for software to analyze and iden ' , city website ADA compliance and WCAG (web content accessibility guidelines)issues; and authorize the Mayor to execute said document. Submitted by: Submitted By: Chris Youngblut, Technology Services Director Recommended Action: Approval. SiteImprove Inc. is a software-as-a-service company that analyzes websites for ADA and WCAG compliance as well as other quality issues and Summary Statement: provides recommendations on site improvements to ensure compliance. Staff does not have time or expertise to analyze all website pages for these issues. Expenditure Required: $3,780.00 Source of Funds: 010-01-8220-1319 (Other Professional Services). Alternative: Deny SiteImprove Inc. is a software-as-a-service company that analyzes websites for ADA and WCAG compliance and provides recommendations on site Background Information: improvements to meet compliance. Staff does not have time or expertise to analyze all website pages for these issues. Page 81 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 Software-as-a-Service Subscription Agreement This Software-as-a-Service Subscription Agreement("Agreement")is by and between Siteimprove, Inc., a California corporation with a business address at 7807 Creekridge Circle, Bloomington, MN 55439, and its Affiliates(defined below) (collectively, "Siteimprove")and City of Waterloo("Customer"/"you"/"your")for Siteimprove services.This Agreement consists of the following: (A)this Software-as-a-Service Subscription Agreement document; (B) Exhibit A, "Website(s); (C) Exhibit B, "Terms and Conditions"; and (D)any other exhibits listed in this Agreement. This offer is only valid if signed by you on or before December 20, 2017.After that date, please contact Siteimprove to issue a new offer. Below is a description of the modules that are included in the Agreement("Included Services"): Included Services Limits(the"Limits")* Quality Assurance 500 Pages Crawls website and identifies quality issues. Policy Allows Customer to set website parameters to ensure consistency in content. Accessibility Checks website against selected WCAG 2.0 accessibility standards and WAI-ARIA techniques. SEO Details technical and content-related issues affecting search engine rankings and traffic to the website. Priority Allows Customer to set criteria for order in which issues and errors are reported. This service requires the implementation of a script on the website. Response 3 Response Check Monitors website's availability and performance. Points Standard Support Plan The Limits consist of the following and their applicable definitions: Pages:A Page is an electronic document created with HTML and accessible with a browser. Response Check Points:Response Check Points are single URLs that are monitored for up-time and response time performance from a series of reliable servers across the globe. Yearly Page Views:Yearly Page Views are the total number of Page Views a website will generate over the course of 365 days.A"Page View"is a single view by a website user of a page on a website that is being tracked by the Siteimprove Analytics tracking code.If a user clicks reload after reaching the page,it is counted as an additional Page View.If a user navigates to a different page and then returns to the original page,an additional Page View is recorded. PDFs:Portable Document Format(PDF)is a file format that has captured all the elements of a printed document as an electronic image that you can view,navigate,print,or forward to someone else.To be included in this subscription a PDF must be hosted on one of the covered websites. Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 1 of 11 Page 82 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 Access to the services Please allow up to five business days for setup to the Included Services to be completed. The Included Services can be accessed at http://my.siteimprove.com.At that location, you can administer the logins for your authorized users.The Included Services also include training and tech support pursuant to Exhibit C. Limitations The Included Services are subject to the following limitations: • Your use of the Included Services is subject to the Limits. If you exceed the Limits,we will notify you that continued use in excess of the Limits may subject you to additional charges which will be documented in a mutually-agreed change order. • Included Services may only be run on the website(s)listed in Exhibit A. • Websites can be added to the Included Services, subject to the approval of Siteimprove. • You must be the owner of the approved website(s). • You can only add websites—approved websites cannot be replaced with different websites. • Included Services may only be run on public websites that do not contain sensitive or personal information. Limit Increases Increasing the Limits for the Included Services are available at the rates and increments indicated below.These rates and increments may be updated annually. If an increase is requested after the start of the Initial or Renewal Term, the cost will be pro-rated. Limit Increase Additional annual subscription fee Pages $550 per 250 pages PDFs $750 per 2,500 PDFs Response Check Points $150 per Check Point Term The first date for this Agreement(the"Effective Date")is the date of your signature below. This Agreement will remain in force for a period of 1 year following the Effective Date(the"Initial Term"). After the Initial Term, this Agreement will automatically renew for one or more additional consecutive periods of 12 months (the"Renewal Term")until terminated according to Section 3 (Termination)of the Terms. Subscription Fees The annual subscription fee(excluding applicable taxes)for the Included Services is: $3,780(the"Fee"). Invoices & Payments All invoices are sent to the email address listed in the Billing Information section. If an email address is not listed, your invoice will be sent to the most current email address that Siteimprove has on file. You will be invoiced as follows: • On the date of your signature below ,you will be invoiced for the Fee. • At least 45 days prior to the expiration of the Initial or Renewal Term, you will be invoiced for the Fee. All invoices must be paid pursuant to the terms set forth in Section 2 of the Terms and Conditions(Exhibit B). Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 2 of 11 Page 83 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 Billing Information When you subscribe to the Included Services,we need to collect and process your personal information in order to identify you as a customer, to process payments and to send you invoices. This information is collected in this Agreement.We may transfer such information to affiliates for the purpose of the same. You have the right to access, correct, modify and erase personal information you have given us. You may exercise these rights by contacting privacy(d)siteimprove.com Contact information for invoicing: Name: Address: Email: Phone: Customer Information Is a Purchase Order Number("PO") required? ❑ Yes, please provide Purchase Order Number: ❑ No If a PO is required,will you be providing a new PO for each invoice? ❑ Yes ❑ No,the provided PO number can be used for the initial invoice and all subsequent invoices Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 3 of 11 Page 84 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 Signatures By signing below,each party acknowledges that it has carefully read and agrees to be bound by the terms of this Agreement.This Agreement will become effective on the Effective Date. SITEIMPROVE Inc. City of Waterloo Signature Signature Morten Ebbesen Name Name December 8, 2017 Date Date Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 4 of 11 Page 85 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 Exhibit A: Website(s) The Included Services may be run on the following website(s): • www.ci.waterloo.ia.us/ Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 5 of 11 Page 86 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 Exhibit B: Terms and Conditions 1. DEFINITIONS to the time such portion was communicated to the a. Interpretation.Capitalized terms used in these receiving party,through no fault of that party; (b)was Terms and Conditions will have the meanings rightfully in the receiving party's possession free of ascribed to them in the Agreement or as defined any obligation of confidence at or subsequent to the below. Terms other than those defined below will be time such portion was communicated by the given their plain English meaning and terms of art disclosing party; (c)was developed by the receiving having specialized meanings in the software industry party independently of and without reference to any will be construed in accordance with industry information communicated by the disclosing party; standards. Unless the context otherwise requires, (d)was communicated by the disclosing party to an words importing the singular include the plural and unaffiliated third party free of any obligation of words importing the masculine include the feminine confidence; or(e) is approved by the disclosing party and vice versa where the context so requires. for release by the receiving party. b. "Affiliate"means any entity directly or indirectly controlling or controlled by or in common control with 2. INVOICES; PAYMENTS; PAST-DUE INVOICES a party,where"control"is defined in this context as Unless expressly agreed otherwise,the Fee for the the ownership of at least fifty percent(50%)or more Initial Term will be invoiced on the Effective Date.At of the voting stock or other interest entitled to vote on least 45 days prior to the expiration of the Initial or general decisions reserved to stockholders, partners, Renewal Term, Customer will be invoiced for the Fee or other owners of such entity.An entity shall no for the Renewal Term. Customer will pay all invoices longer be an Affiliate when through loss, divestment, within 30 days of issuance. Unless expressly agreed dilution or other reduction of ownership, the requisite otherwise, all prices are in United States Dollars. control no longer exists. There is no charge for updates to, or new releases c. "Confidential Information"means information of, Included Services. However Siteimprove may that is marked or otherwise identified as confidential launch new modules/services/products that are not or proprietary, or that would otherwise appear to a covered by the Fee. In the event that an invoice reasonable person to be confidential or proprietary in becomes past-due, Siteimprove will notify Customer the context and circumstances in which the by phone or email. After Siteimprove has provided information is known or used that either party notice, Customer will have five business days to pay discloses on or after the Effective Date,to the other the past-due invoice. If Customer fails to make the party or its parents, affiliates' employees, payment by the end of the cure period,then contractors, officers, directors, partners, agents, Siteimprove reserves the right to: (i)begin charging attorneys, accountants or advisors. Confidential Customer interest for the past-due amount at an Information includes: business processes, practices, interest rate of 1.5% per month,or the highest rate methods, policies, plans, operations, services, allowed by applicable law,whichever is smaller; (ii) strategies,techniques, agreements, contracts, terms discontinue the Included Services; or(iii)terminate of agreements,transactions, potential transactions, this Agreement pursuant to Section 3 (a) negotiations, pending negotiations, know-how, trade (Termination). secrets, computer programs, computer software, 3. TERMINATION applications, operating systems, software design, a. For Material Breach. Either party may web design, databases, records,financial terminate this Agreement in the event of a material information, results, accounting information, breach by the other party of its obligations under this accounting records, legal information, pricing Agreement if the other party fails to cure the breach information, credit information, payroll information, within 30 days after receipt of written notice of staffing information, internal controls, security breach. procedures, sales information, revenue, costs, b. For Convenience. During the Initial Term or communications, original works of authorship, Renewal Term, either party may terminate this customer information, and customer lists. Agreement at any time for its convenience,with or Confidential Information does not include information without cause, by giving written notice to the other that: (a)was in the public domain prior or subsequent Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 6 of 11 Page 87 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 party at least 60-days prior to the start of the express access grant in this Section 4 is outside the Renewal Term. Customer remains liable for payment scope of this Agreement. of all Fees owed and will not be entitled to a credit or d. Support. Siteimprove will provide support to the refund when the Agreement is terminated pursuant Customer pursuant to the agreed support plan to this Section 3(b). attached as Exhibit C. In no event will Siteimprove be obligated to furnish support for any version of the 4. INCLUDED SERVICES Included Services that Customer has modified or Subject to the terms and conditions of this altered in any way. Agreement, Siteimprove will allow the Customer to e. Operational Data.The Included Services are access to the Included Services. designed to collect certain operational data,which a. Ownership.Customer acknowledges and may be used by Siteimprove for various business agrees that Siteimprove owns and shall remain the purposes,which may include customer support, sole owner of all intellectual property rights vested in verifying the need for and providing updates to the the Included Services created prior to or during the Included Services, market research and product performance by the parties of this Agreement. This planning, verifying Customer's compliance with the ownership right includes any inventions, patents, terms and conditions of this Agreement and utility model rights, copyrights, design rights, mask protecting Siteimprove's intellectual property. If works,trademark rights, or know-how,whether Customer has used the Included Services outside registered or not. the parameters set forth in the Agreement, Customer b. Use.The right to access the Included Services will be required to pay additional fees to cover the is worldwide, non-transferable, non-assignable additional use. (except as permitted in this Agreement)and limited in time to access and use during the Initial and any 5. REPRESENTATIONS AND WARRANTIES Renewal Terms and solely for Customer's internal a. For Siteimprove. Siteimprove represents and business purposes by Customer's authorized agents. warrants that: (i) it has the full power and authority to Customer will have access to the Included Services enter into and perform its obligations under this only for those website domain(s)authorized pursuant Agreement; (ii)this Agreement has been duly to this Agreement. authorized, executed and delivered by it and c. Restrictions.This right is not a perpetual right constitutes the valid, legal and binding agreement of to use, and Customer has no right to retain or to use it and is enforceable against it; (iii)entering into and the Included Services after termination of the Initial performing its obligations under this Agreement will or Renewal Term. Customer has no right to rent, not result in any breach of, or constitute a default lease, assign,transfer, sublicense, display or under, any other agreement to which it is a party; otherwise distribute or make the Included Services and (iv)the Included Services will perform available to any third party.Without limiting the substantially as described in this Agreement, generality of any other provisions stated in this provided that it is used in accordance with the Agreement, the Included Services may not be(a) Agreement, including on the specified domains. used in the performance of services for or on behalf These representations and warranties are only for of any third party or as a service bureau; (b) the benefit of Customer. modified, incorporated into or combined with other b. For Customer. Customer represents and software, or created as a derivative work of any part warrants that: (i)it has the full power and authority to of the Included Services; (c)used to process any enter into and perform its obligations under this sensitive or personal information; or(d)used for any Agreement; (ii)this Agreement has been duly illegal purpose. Customer may not modify, authorized, executed and delivered by it and disassemble, decompile or otherwise reverse constitutes the valid, legal and binding agreement of engineer the Included Services nor permit any third it and is enforceable against it; (iii)entering into and party to do so except as expressly permitted by law. performing its obligations under this Agreement will Siteimprove reserves all rights not expressly granted not result in any breach of, or constitute a default to Customer under this Agreement. The use of under, any other agreement to which it is a party; Siteimprove's intellectual property beyond the and (iv)it has full and legal right or authorization to display, disclose,transfer, assign or convey the Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 7 of 11 Page 88 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 information set forth and accessible on the websites any loss of profits, business interruption, on which the Included Services will be administered. goodwill, loss of data/content or the restoration c. Disclaimer. Except for the express of any of those items. representations and warranties listed in this b. In addition to and without limiting the Agreement, each party makes no representations generality of Section 7(a),the aggregate liability or warranties of any kind,whether express or of either party for any and all claims arising out implied,and expressly disclaims all warranties of of or relating to this Agreement will, in any title, non-infringement, merchantability,and circumstances, be limited to the Fees paid or fitness for a particular purpose. Unless set forth payable by Customer to Siteimprove for the right in this Agreement, no oral or written information to access or use the Included Services during the or advice given by either party will create a Initial Term or any Renewal Term (as the case representation or warranty. may be). 6. FORCE MAJEURE 8. CONFIDENTIALITY No party will be liable or responsible to the other Each party will: (a)hold Confidential Information in party, or be deemed to have defaulted under or confidence; (b)use its best efforts to protect breached this Agreement,for any failure or delay in Confidential Information in accordance with the same fulfilling or performing any term of this Agreement degree of care with which it protects its own (except for any obligations to make payments to the Confidential Information; and (c)not disclose the other party),when and to the extent such failure or other party's Confidential Information to any third delay is caused by or results from acts beyond the party, except in response to a valid order by a court impacted party's ("Impacted Party")reasonable or other governmental body or as required by law. control ("Force Majeure Events"). Force Majeure The receiving party will promptly give notice to the Events include: (a)acts of God; (b)flood,fire, disclosing party of any unauthorized use or earthquake or explosion; (c)war, invasion, hostilities disclosure of the disclosing party's Confidential (whether war is declared or not), terrorist threats or Information.The receiving party agrees to assist the acts, riot or other civil unrest; (d)government order disclosing party in remedying any such unauthorized or law; (e)actions, embargoes or blockades in effect use or disclosure of the disclosing party's on or after the date of this Agreement; (f)action by Confidential Information. At any time, upon written any governmental authority; (g) national or regional request,the receiving party will return or destroy the emergency; (h)strikes, labor stoppages or Confidential Information that the disclosing party has slowdowns or other industrial disturbances; and (i) provided to it. shortage of adequate power or transportation facilities.A change in economic circumstances is not 9. ASSIGNABILITY a Force Majeure Event. If a Force Majeure Event This Agreement is binding upon and will inure to the occurs,the Impacted Party will provide prompt notice benefit of the parties,their legal representatives, to the other party, stating the period of time the successors, and assigns. Except as otherwise failure or delay is estimated to last. In the event that expressly provided in this Agreement, neither party the Impacted Party's failure or delay remains may assign,transfer, convey or encumber this uncured for a period of 30 days following written Agreement or any rights granted in it, either notice, either party may terminate this Agreement voluntarily or by operation of law,without the prior upon five days'written notice. written consent of the other party. Any attempt to do so is null and void. Notwithstanding the foregoing, a 7. LIMITATION OF LIABILITY party shall have the right to assign this Agreement to a. In no event will either party or its agents, its parent entity or affiliates or to a successor entity in officers, directors,employees, successors, the event of a merger, consolidation,transfer, sale, assigns, or Affiliates be liable to the other party stock purchase, or public offering, provided the or its agents, officers,directors, employees, assignee is subject to all obligations of the successors,assigns, or Affiliates for any Agreement. indirect, incidental,consequential, punitive,or other special damages.This limitation includes Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 8 of 11 Page 89 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 10. NOTICES 14. PUBLICITY Unless expressly set forth in the Agreement, all Customer consents to Siteimprove reproducing and notices and other communications required by this publicizing its trading name,trademarks, logos and Agreement must be in writing and sent to the parties any Included Services utilized by Customer, on the at the addresses set forth below via overnight courier corporate website of Siteimprove and in company service, express postal service, or email with read- presentations. Customer retains the right to revoke receipt. Notices are effective only: (a) upon receipt; this consent through written notification to and (b) if the party giving the Notice has complied Siteimprove. with the requirements of this Section. Notice to Customer should be sent to the address set forth in 15. COUNTERPARTS the Billing Information Section. Notice to Siteimprove The Agreement may be executed in any number of should be sent to: counterparts. Each counterpart is an original and, Siteimprove, Inc. when combined with another counterpart,will be Attn: Legal Department treated as part of the same document.Any 7807 Creekridge Circle counterparts of this Agreement may be delivered Bloomington, MN 55439 electronically in PDF format; these formats have the With a copy to: same effect as an original executed counterpart. Iegal(a-)siteimprove.com 16. SEVERABILITY 11. CONSUMER PRICE INDEX Any provision of this Agreement that is prohibited or The agreement is made in line with the Consumer unenforceable in any jurisdiction is ineffective to the Price Index(CPI).At the time of invoicing for the extent of that prohibition or unenforceability in that Renewal Term,the parties agree that the Fee may jurisdiction. The validity, enforceability, or legality of be increased to align with the latest CPI. The the remaining provisions will not be affected. increase may not be more than 3% of the prior year's 17. ENTIRE AGREEMENT contract value. This Agreement constitutes and expresses the entire 12. GOVERNING LAW agreement and understanding between the parties. This Agreement will be governed by and construed in This Agreement supersedes any prior accordance with the laws of Iowa and the United communications, understanding, commitments, or States of America, except for its conflicts of law rules agreements, oral or written,with respect to the and principles. In the event of any suit or proceeding subject matter of this Agreement. The parties are not arising out of or related to this Agreement,the courts relying on any representations or warranties other of Iowa will have exclusive jurisdiction and the than those expressly listed in this Agreement. Any parties will submit to the jurisdiction of those courts. standard or boilerplate terms and conditions included on any document provided by one party to another 13. NO WAIVER (e.g., click-wrap agreements and purchase orders) The delay or failure of either party to exercise any are not part of this Agreement and will not be binding right, power, or privilege under this Agreement is not on either party.Any changes or modifications to this to be treated as a waiver of that right, power, or Agreement must be in writing, acknowledge the privilege. intent to amend the terms and conditions of this Agreement and be signed by an authorized representative of both parties before taking effect. Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 9 of 11 Page 90 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 Exhibit C - Standard Support Plan 1. SELF-HELP RESOURCES. Customers can take full advantage of Siteimprove self-help tools, available online via our Help Center(https://support.siteimprove.com/). From that page, Customers can find links to technical documentation and knowledge base articles, discuss issues with other users in our community forums, review what's new, read technical notes, and access free webinars. 2. PRODUCT SUPPORT AND TRAINING. Customers can contact Siteimprove for product support,training, and additional services by visiting our Help Center(https://support.siteimprove.com/).At that location, Customers can submit a support ticket 24x7x365. 2.1 SERVICE LEVELS. Siteimprove will utilize commercially reasonable efforts to promptly respond to all requests. Siteimprove aspires to review and respond to at least ninety percent(90%)of all tickets and requests within three(3) Business Days(See Section 4). Besides general questions and technical issues, services covered by these tickets and requests include: • Custom CMS deep-link setup • Custom event-tracking setup • Custom setup of internal search tracking • Setup of Development website crawls (subject to additional terms and conditions) 2.2 SEVERITY LEVELS.The severity level is a measure of the relative impact of the reported issue on the Customer's systems or business. Accurately defining the severity ensures a timely response and helps Siteimprove to better understand the nature of the issue. COSMETIC MINOR MAJOR CRITICAL • Minor problem Service is operational but • Service is operational but • Service is down or not impacting partially degraded for performance is highly unavailable service some or all users, and an degraded to the point of • Critical features or functionality acceptable workaround or major impact on usage functionality is unavailable or • Feature requests solution exists • Important features are inaccessible, resulting in or missing or The problem is with a non- unavailable,with no total disruption of work or erroneous critical feature or acceptable workaround; critical business impact documentation functionality however,operations can Service crashes or hangs • Question/ continue in a restricted indefinitely causing information fashion unacceptable or indefinite request that • Access to a particular third- delays for resources or does not affect party application or service response delivery of provider deemed noncritical . Data is corrupted or lost and service is impacted must be restored from backup 3. SUPPORT AVAILABILITY. Siteimprove has regional support centers servicing the Americas, EMEA and APAC. Open hours for these regional support centers are as follows. • Americas Support Center-Minneapolis, MN, USA Weekdays 8:00 a.m.to 5:00 p.m.—Central Standard Time(CST/CDT)-0600 UTC excluding the following Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 10 of 11 Page 91 of 577 Act With 0 Siteimprove www.siteimprove.com Digital Certainty #58802 holidays: New Year's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, Day after Thanksgiving, Christmas Eve, Christmas Day, Day after Christmas, New Year's Eve • EMEA Support Center-Copenhagen, Denmark Weekdays 8:00 a.m.to 5:00 p.m.—Central European Time(CET/CEST)+0100 UTC excluding Danish public holidays • APAC Support Center-Sydney, NSW,Australia Weekdays 8:00 a.m.to 5:00 p.m.—Australian Eastern Standard Time(AEST/AEDT)+1000 UTC excluding New South Wales national and regional public holidays 4. BUSINESS DAYS."Business Days"are defined as the days on which Customer's regional support center is open for business(see Section 3). 5. SUPPORT CHANGES. Siteimprove has the sole discretion to change the terms and conditions of the Standard Support Plan. Siteimprove Inc 17807 Creekridge Circle I Minneapolis, MN 55439, USA +1 855 748 34671 info@siteimprove.com I www.siteimprove.com Page 11 of 11 Page 92 of 577 CITY OF WATERLOO Council Communication Resolution approving Donation Agreement with the Exchange Club of Waterloo and the City of Waterloo for donation of tricycle track for Exchange Park, and authorize the Mayor to execute said document. City Council Meeting: 12/18/2017 Prepared: 12/11/2017 REVIEWERS: Department Reviewer Action Date Leisure Services fluting, Paul Approved 12/12/2017 - 9:44 AM Clerk Office Even, LeAnn Approved 12/12/2017 - 5:06 PM ATTACHMENTS: Description Type ❑ Agreement Tricycle Track Cover Memo Resolution approving Donation Agreement with the Exchange Club of SUBJECT: Waterloo and the City of Waterloo for donation of tricycle track for Exchange Park, and authorize the Mayor to execute said document. Submitted by: Submitted By: Travis Nichols, Facilities/Pro-ject Manager Request C ouncil approve Donation Agreement and authorize the Mayor and Recommended Action: City Clerk to sign the Agreement between the Exchange Club of Waterloo and City of Waterloo. The Exchange Club of Waterloo is offering to donate a concrete tricycle track to include all materials and labor to be installed at Exchange Park. The Summary Statement: design and materials will be approved by Leisure Services. The City agrees to do general maintenance to said structure for 10 years unless destroyed by vandalism, Act of God or other occurrences beyond the control of the City. Expenditure Required: Total donation is valued at $40,000 Source of Funds: All funds associated with materials and labor will be donated by Exchange Club of Waterloo Policy Issue: This agreement supports the Strategic Plan Strategy 4.5: Maintain and develop community services and city facilities that support quality of place. Page 93 of 577 i 3 G i Exchange Club of Waterloo Trike Track Donation Agreement THIS DONATION AGREEMENT(Agreement) is made this day of ,20I7,by and between the Exchange Club of Waterloo (Donor)and the CITY OF WATERLOO, IOWA(City). RECITALS A. The City owns a public park located at Exchange Park. B. Donor desires to construct a Trike Track(hereinafter Track)in the park identified in Recital A and to donate the completed Track to the City who will thereafter maintain the Track for use by the public. C. The City desires to accept the donated Track from Donor. NOW THEREFORE, for and in good and valuable consideration, the receipt of which is hereby acknowledged, the party here to agree as follows: I. The Donation. Donor agrees to construct the Track at the Exchange Park, Waterloo, Iowa. a. Donor will supply site plan, design, and construction plans for the Track to the City for its approval before the initiation of any construction. The City's approval shall not be unreasonably withheld, conditioned or delayed b. Donor shall provide all materials; labor and services in connection with the Track. c. The parties shall jointly select all materials and designs associated with the Track. d. Donor shall satisfy all applicable federal, state and local laws and regulations pertaining to the design and construction of the Track. e. The parties shall mutually determine a construction schedule for the Track which Donor will endeavor to follow the best of its ability. £ Donor shall restore any areas of the Park around the Track which are disturbed by Donor's construction activities to substantially similar condition as existed prior to such construction. g. Upon completion of the project to the satisfaction of the City, the City will accept the Track and be responsible for its ownership and its upkeep for a minimum period of ten (10)years or unless and until the Track is destroyed by vandalism, Act of God, or other occurrence beyond the control of the City. 2. Value of Donation. The parties agree that a reasonable estimate of the total value of the Donation, including the donated materials, labor and services, is $40,000.00. 3. Insurance & Liabili . At all times during the planning and construction phases of the Track the following insurance policies shall be in place to protect Donor and City against claims for injuries to person(including death)or damage to property arising out of or in connection with the planning or construction of the Track: Page 94 of 577 r' r is I I. 4 °r a. General contractors and subcontractors working on the project shall have Commercial General Liability Insurance written on an occurrence basis with limits no less than $1,000,000.00 combined single limit per occurrence and$2,000,000.00 aggregate for personal injury and property damage. They shall name The Waterloo Exchange Club and the City of Waterloo as additional insureds for this project. b. General contractors and subcontractors shall provide proof of workers compensation insurance coverage for its employees working on the job. i c. Any architect or designer shall provide proof of Professional Liability Insurance with limits no less than$1,000,000.00 limit per occurrence. d. Donor shall have no liability for any faulty or negligent design or construction of the Track. Any legal recourse afforded the City for any faulty or negligent design or construction of the Track shall be directly against the architect, designer, general contractor, or subcontractors who design or construct the Track. e. The City shall hold harmless, defend, and indemnify Donor for any claims made against the Donor for personal injury arising out of the use of the Track once completed and accepted by the City. 4. Counterparts. This Agreement may be executed in one or more counterparts, each of which will be deemed to be an original, and all of which together will constitute one and the same instrument. 5. Governing Law. This Agreement is governed by and shall be construed according to the laws of the State of Iowa 6, Binding Effect. This Agreement is binding on the City, Donor, and their respective successors, assigns, and legal representatives. 7. Entire Agreement Amendment. This Agreement along with the construction design plans approved and accepted by the City shall set forth the final and entire Agreement between the parties hereto and neither they nor their agents shall be bound by any terms, conditions, statement, warranties or representations, oral or written, not herein contained. No amendment or modification of this Agreement will be effective unless in writing and signed by the City and Donor. 8. Notices. All notices require or allowed to be given pursuant to this Agreement shall be in writing, and either(i) delivered in person to the party, or(ii) delivered by U.S, mail or private courier,postage prepaid, or(iii) transmitted by facsimile machine to the facsimile number of the receiving party(if any) stated in this Agreement. Notices will be deemed received the earlier of: (a)when actually delivered, if personally delivered, (b)when transmitted if sent by facsimile or email, or(e) three day after placement in the U.S. Mail or delivery to private courier,properly addressed to the recipient. Page 95 of 577 If to Donor: If to the City: Exchange Club of Waterloo City of Waterloo, Iowa PO Box 1404 715 Mulberry Waterloo, IA 50704-1404 Waterloo, IA 50703 Either party may, by like written notice,designate a new address and/or address to which such notices shall be directed, I WHEREFORE, the parties have executed this Agreement as of the date stated above. DONOR: THE CITY: Exchange Club of Waterloo City of Waterloo, IA PO Box 1404 Municipal Corporation Waterloo, IA 50704-1404 B Print Name: /� Title: Quentin Hart, Mayor Page 96 of 577 CITY OF WATERLOO Council Communication Resolution approving award of bid to Boland Recreation Inc. of Marshalltown, Iowa, in the amount of $53,750, and approving the Contract, Bonds, and Certificate of Insurance in conjunction with the FY 2018 Mark's Park Resurfacing Project, and authorize the Mayor and City Clerk to execute said documents.. City Council Meeting: 12/18/2017 Prepared: 12/12/2017 REVIEWERS: Department Reviewer Action Date Leisure Services Huting, Paul Approved 12/12/2017 - 5:20 PM Clerk Office Even, LeAnn Approved 12/13/2017 - 10:33 AM ATTACHMENTS: Description Type D Contract Mark's Park Cover Memo Resolution approving award of bid to Boland Recreation Inc. of Marshalltown. Iowa, in the amount of$53,750, and approving the Contract, SUBJECT: Bonds, and Certificate of Insurance in conjunction with the FY 2018 Mark's Park Resurfacing Project, and authorize the Mayor and City Clerk to execute said documents. Submitted by: Submitted By: Travis Nichols, Facilities/Project Manager Request Council award and adopt resolution transmitting Contract, Bonds and Certificate of Insurance for Boland Recreation Inc., of Marshalltown, Recommended Action: Iowa, for FY2018 Mark's Park Resurfacing Project, and approve and authorize the Mayor to sign Contract between the City of Waterloo and Boland Recreation Inc.. Summary Statement: This project provides for replacement of rubberized safety surfacing at Mark's Park. Expenditure Required: $53,750.00 Young Family Foundation$25,000 Waterloo Community Foundation$20,500 Source of Funds: North East Iowa Community Foundation $5,746 Leisure Services Downtown Area Improvement Bond Funds $2,504 Background Information: This project supports the Strategic Plan Strategy 4.5: Maintain and develop community services and city facilities that support quality of place. Page 97 of 577 CITY OF WATERLOO, IOWA WATERLOO LEISURE SERVICES COMMISSION CONTRACT for FY2018 MARK'S PARK RESURFACING PROJECT This Contract made and entered into this 18th day of December 2017, by and between the City of Waterloo, Iowa, a Municipal Corporation, hereinafter referred to as City, and Boland Recreation Inc. of Marshalltown, Iowa, hereinafter referred to as Contractor, WITNESSETH: Par. 1 The Contractor shall furnish all supervision, technical personnel, labor, materials, and equipment to perform all work required for the FY2018 Mark's Park Resurfacing Project described in the specifications and shown on the plans. Par. 2 The Contract Documents shall consist of the following: a. This Agreement b. Notice of Hearing c. Signed Copy of Bid d. Specifications e. Perfonnance Bond d. Payment Bond These documents form the Contract and are all fully a part of the Contract as if attached to this Contract or repeated herein. Par. 3 The Contractor agrees to commence the work within forty-five (45) days after the issuance of"Notice to Proceed" and complete the work within the given time frame. Par. 4 The Contractor agrees to comply with and obey all ordinances of the City of Waterloo, Iowa, relating to the obstruction of streets and alleys, keeping open passageways for water, traffic and protecting any excavation in any street or alley and maintaining proper and sufficient barricades with lights and signals during all hours of darkness and agrees to see that the backfilling is properly done and agrees to keep the City whole and defend any suits that may be brought against it by reason of any injuries that may be sustained by any person on account of doing this work by the Contractor and any agents of the Contractor. Par. 5 The Contractor agrees that in case a suit is brought against the City for damages sustained by reason of any act, omission or negligence of the Contractor or its agents or on account of any injuries sustained by reason of any obstruction, hole, depression or barrier placed or dug by the defendant or its agents in the doing of the work herein contracted for, that it will defend said suit and save the City harmless therein and CONTRACT page I of 2 Page 98 of 577 in case judgment is rendered against the City, the Contractor agrees to pay the same promptly and agrees to carry public liability insurance in a solvent company in a sufficient amount to protect the City and any and all persons who may use the project. Par. 6 The Contractor shall have no cause of action against the City on account of delays and prosecution of work,but if the work is delayed by the City, the Contractor may have extra time for the completion of the job as was lost by reason of the delay caused by the City. Par. 7 The Contractor agrees to pay punctually all just claims of labor,material, men or Subcontractors, who 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 and lien waivers are received. It is agreed that the City shall bear no liability for payments due for labor or materials under this contract. Par. 8 In consideration of the full compliance on the part of the Contractor with all the provisions, stipulations and conditions hereof, or contained in the various instruments made a part of this Contract by reference, and upon completion and acceptance of the work, the City agrees to pay the Contractor: Sum of Fifty-Three Thousand, Seven Hundred and Fifty Dollars ($53,750.00) City of Waterloo, Iowa, Quentin Hart,Mayor Kelley Felchle,City Clerk Contractor: Boland Recreation Inc. By: Mark Boland/President Printed Name Approved by the City Council of the City of Waterloo, Iowa, this day of 2017. ATTEST: City Clerk CONTRACT page 2 of 2 Page 99 of 577 CITY OF WATERLOO Council Communication Resolution approving purchase agreement with Musco Sports Lighting of Oskaloosa, Iowa, in the amount of $89,000, in conjunction with the Riverfront Sports Park Diamond 42 Field Lighting Project, and authorize the Mayor and City Clerk to execute said documents. City Council Meeting: 12/18/2017 Prepared: 12/12/2017 REVIEWERS: Department Reviewer Action Date Leisure Services Felchle, Kelley Approved 12/13/2017 - 1:19 PM Clerk Office Even, LeAnn Approved 12/13/2017 - 3:04 PM ATTACHMENTS: Description Type ❑ Purchase Agreement Musco Lighting Cover Memo ❑ NJPA Supporting Documents Cover Memo ❑ Contract Backup Material Resolution approving purchase agreement with Musco Sports Lighting of SUBJECT: Oskaloosa. Iowa, in the amount of$89.000, in conjunction with the Riverfront Sports Park Diamond #2 Field Lighting Project, and authorize the Mayor and City Clerk to execute said documents. Submitted by: Submitted By: Travis Nichols, Facilities/Project Manager Request Council approve purchase agreement with Musco Sports Lighting Recommended Action: of Oskaloosa, Iowa in the amount of$89,000 for the Riverfront Sports Park Diamond #2 Field Lighting Project, and authorize the Mayor to sign Agreement between the City of Waterloo and Musco Sports Lighting. This project provides for replacement of outdated field lighting on Diamond 42 at Riverfront Sports Park located and Park Road and Burton Avenue. Purchase Agreement was based on National Contract pricing through the Summary Statement: National Joint Powers Alliance Contract# 082114-msl, expiration 9/16/2018. See attachments for copy of Request for Proposal and other supporting documentation. This purchase is allowed under Iowa Code 28E.3: Joint Exercise of Power. Expenditure Required: $89,000 Source of Funds: Black Hawk County Gaming Association $44,500 G. O. Bonds $44,500 Policy Issue: This project supports the Strategic Plan Strategy 4.5: Maintain and develop community services and city facilities that support quality of place. Page 100 of 577 Page 101 of 577 j I' l Purchase Agreement Date:December 12,2017 Project Name:Riverfront Park Softball Field 2 Project : 188710 1. SELLER NAME AND ADDRESS: 2. BUYER NAME AND ADDRESS: Musca Sports Lighting, LLC ("Musco") City of Waterloo (the`Buyer") 100 1't Avenue West—PO Box 808 1101 Campbell Avenue Oskaloosa, IA 52577 Waterloo, IA 50701 Attn: Treavor Ruckles Attn: Quentin Hart Email: treavor.ruckles@a musco.com Email: mayorOwaterloo-ia.org Telephone: 641-673-0411 Telephone: 319-291-4301 800-825-6020 Ext 4097 Fax: 319-291-4286 Fax: 800-374-6402 3. OWNER NAME AND ADDRESS: 4. SHIPPING NAME AND ADDRESS: City of Waterloo Riverfront Sports Park 1101 Campbell Avenue Burton Avenue and Park Road Waterloo, IA 50701 Waterloo, IA 50701 Attn: Quentin Hart Attn: Bruce Veonstra Email: mavor@waterloo-ia.org Email: veenstraconstruction@hotmail.com Telephone: 319-291-4301 Telephone: 641-673-8894 Fax: 319-291-4286 Fax: 641-673-8894 5. WARRANTY CONTACT: 6. FACILITY NAME AND ADDRESS: City of Waterloo Riverfront Sports Park 1101 Campbell Avenue Burton Avenue and Park Road Waterloo, IA 50701 Waterloo, IA 50701 Attn: Travis Nichols Email: Travis.nicholsCa waterloo-ia.org Telephone: 319-291-4370 Fax: 319-291-4297 7. EQUIPMENT DESCRIPTION — Musco shall soil, transfer and deliver to Buyer, and Buyer will purchase, accept and pay for the following goods (the "Equipment") in accordance with the "Total Price" paragraph of this Agreement. Musco's lighting system consisting of: Light-Structure SystemTM Foundation-to-Poletop Lighting System • 6—pre-cast concrete bases • 6—60ft galvanized steel poles • 20— 1500 watt metal halide factory-aimed and assembled luminaires • Electrical component enclosures • Pole length wire harnesses Built to the following specifications: • Ballast Input Voltage: D • Phase to Pole: D Phase • Structural Integrity: Based upon IBC, 2015, 115MPH, Exposure 8. RESPONSIBILITIES OF THE BUYER AND/OR THIRD PARTY—Buyer/Third Party agrees to: • Confirm supply voltage required for lighting system. • Provide confirmation on pole locations. • Provide electrical design and materials for electrical distribution system. • Provide labor and equipment for installation of electrical distribution system. 0000 Initials ©1999,2017 Musca Spoils Lighling,LLC M.1010.enUS.22 mu�o. Page 1 of 6 Page 102 of 577 L f Purchase + � reement i' i Date:December 12,2017 Project Name:Riverfront Parc Softball Field 2 Project 4:188710 3 9. MUSCO SERVICES — Musco agrees to provide design and layout for the lighting system. In addition to the purchase and sale of the Equipment, Musco agrees to provide, itself or through its subcontractors, the following (the "Services"): Control-Link customer support services: commission the system; monitor and report system alarms; provide automated facility management reports; provide on-off schedules via website, email, phone call or fax;and provide technical support 24 hours a day, seven days a week. Riverfront Park Softball Field#2 Waterloo, IA PIA Scope of Work Customer/Electrical Contractor Responsibilities: 1. Complete access to the site for construction utilizing two-wheel drive rubber tired equipment. 2. Locate existing underground utilities not covered by"One Call" and mark all irrigation systems and sprinkler heads. Musco or Subcontractor will not be responsible for repairs to unmarked utilities. 3. Locate and mark field boundary lines per Musco supplied layout. 4. Pay for extra costs associated with foundation excavation in non-standard soils (rock, caliche, high water table, collapsing holes, etc.). Standard soils are defined as soils that can be excavated using standard earth auguring equipment. 5. Owner responsible for any power company fees and requirements. (If necessary). 6. Provide area on site for disposal of spoils from foundation excavation. 7. Electrical Permits, Design & Installation. Musco Responsibilities: 1. Provide required poles, fixtures, and foundations. 2. Provide layout of pole locations and aiming diagram. 3. Provide Project Management assistance as needed. 4. Provide stamped foundation designs based on 2500psf soils. 5. Musco shall provide Performance and Payment Bonds in an amount equal to the total amount of bid. Musco Subcontractor Responsibilities: 1. Provide equipment and materials to off load equipment at jobsite per scheduled delivery. 2. Provide storage containers for materials (including electrical components enclosures) as needed and waste disposal. 3. Provide adequate security to protect Musco delivered products from theft, vandalism or damage during the installation. 3 4. Obtain any required permitting. . 5. Confirm the existing underground utilities and irrigation systems have been located and are clearly marked so as to avoid damage from construction equipment. Repair any such damage during construction. 6. Provide materials and equipment to install (6) Light Structure®System foundations as specified on Layout. 7. Remove spoils to owner designated location at jobsite. 8. Provide materials and equipment to assemble (20) HID fixtures. 9. Provide equipment and materials to assemble and erect (6) Light Structure®System Pales. Keep all heavy equipment off of playing fields when possible. Repair damage to grounds which exceeds that which would be expected. Indentations caused by heavy equipment traveling over dry ground would be an example of expected damage. Ruts and sod damage caused by equipment traveling over wet grounds would be an example of damage requiring repair. 4/`= Initials ©1999,2017 Musca Sports Ughlinp,LLG•M-1010-enUS-22 Page 2 of 6 Page 103 of 577 I r Purchase 3. Date:December 12,2017 Project Name:Riverfront Park Softball Field 2 Project#:488710 10. CONSTANT 25TM WARRANTY & MAINTENANCE PROGRAM (the "Warranty") — Musco shall provide parts, labor and services as outlined in the Musco Constant 25 Warranty Agreement to maintain operation of lighting equipment included in the Equipment for a period of up to 25 years on the following terms: • Warranty Service Begins: On the date of product shipment • Expiration Date: 25 years from date of shipment or once lamp usage is exceeded,whichever occurs first. • Monitoring, Maintenance& Control Services • Light levels—shall be guaranteed for 25 years • Spill Light Control—as specified in Musca design documents • Energy Consumption: System Average 31.28 kW; System Maximum 34 kW Area of Lighting Number of Target Light Number of Estimated Annual Maximum Hours Luminaires Levels Group /25 Year of Coverage for Relamps Estimated Usage 25 years Hours Softball 20 50fc Infield NA 200/5,000 5,000 30fc Outfield 11. TOTAL PRICE— Buyer will pay for the above-described Equipment and, if applicable, Services the Total Price of$89,000.00 plus applicable taxes, payable as follows. • $89,000.00 within 30 days from invoice date A copy of the payment and performance bond (if applicable) is required prior to shipment. Monthly progress invoicing and payments will apply. Final payment shall not be withheld by Buyer on account of delays beyond the control of Musca. Price includes delivery, unloading, and installation to the address indicated in item #4 of this Agreement. Price does not include sales tax. Project is being purchased through the following cooperative purchasing agreement: NJPA (contract number 082114-msl, expiration 9/16/2018) Payments not paid when due are subject to a carrying charge for each month past due or will be pro- rated for the portion of the month there is an unpaid balance. Carrying charges shall accrue in the amount of one and one half percent (11/2%) per month of any overdue unpaid balance, or the maximum rate permitted by law, whichever is less. i Source of Funds: Buyer agrees that Buyer's payment to Musco is not contingent upon Buyer getting paid by the Owner/End User. i !?, Buyer may not hold back or set off any amounts owed to Musco in satisfaction of any claims asserted by Buyer against Musco. No partial payment by Buyer shall constitute satisfaction of the i entire outstanding balance of any invoice of Musco, notwithstanding any notation or statement accompanying that payment. The Total Price was calculated utilizing parameters outlined in the project specifications. In the event !` soil conditions vary from those relied upon, or if the soil cannot be readily excavated, Buyer shall be responsible for Musco's additional associated costs, including but not limited to the cast of design, alternate foundations, additional materials, and labor. 12. TAXES-- Buyer shall pay all applicable state and local sales taxes, use or any similar tax invoiced appropriately by Musco. ®Taxable ❑ Non-Taxable (Copy of resale or exemption certificate must be attached. Note: Just holding a sales tax permit does not, in and of itself, qualify for a non-taxable sale.) 0000 Initials ©1999,2017 Musco Sports Lighlhg9 LLC•M-1010-enUS-22 MUSS �m . Page 3 of 6 Page 104 of 577 Purchase Agreement Date:December 12,2017 Project Name:Riverfront Park Softball Field 2 Project#:188710 13. PAYMENTIPERFORMANCE BONDING--Is there a bond on this project? ❑ Yes ❑ No Principal Bond Halder: Bonding Company Name: Bonding Com an Address: Bonding Company Address Phone Number: Bond Number: 14. DELIVERY—Normal delivery to the shipping address indicated above is 4 to 6 weeks after submittal approval or release of order, if later. If the Equipment is shipped in multiple lots, Musco shall prepare a separate invoice for the price of the Equipment shipped at the time of each shipment. Buyer shall pay the amount of each such invoice upon the same terms as set out in the"Total Price" paragraph of this Agreement. All deliveries shall be made by means of a common carrier or some other reasonable means chosen by Musca. All risk of loss to Equipment sold shall pass to Buyer upon Musco's substantial completion of the Services. Delivery is subject to Buyer maintaining credit satisfactory to Musca Musco may suspend or delay performance or delivery at any time pending receipt of assurances, including full or partial prepayment or payment of any outstanding amounts owed adequate to Musco in its discretion, of Buyer's ability to pay. Failure to provide such assurances shall entitle Musca to cancel this contract without further liability or obligation to Buyer. 15. NO RETAIN AGEIWARRANTY -- Buyer acknowledges payment in full is required within the agreed terms. Warranty claims and back charges shall not be deducted from contract payments without prior approval of Musco's Warranty Department (800-825-6020). Musco's Equipment and its performance are sold subject to Musco's written warranty. The Warranty provided by Musco shall be in lieu of all other representations, warranties and conditions of any kind, in respect of the Equipment or the Services and Musca disclaims any other representation, warranty or condition whatsoever, whether written or oral, express or implied, statutory or otherwise, including, but not limited to, the implied warranties and conditions of merchantability and fitness for a particular purpose. Buyer acknowledges that any warranty and/or maintenance guarantee contained within payment/performance bonds issued on Musco's behalf pursuant to this Agreement and the corresponding liability on behalf of the issuing surety shall apply only to the first 12 months of any warranty and/or maintenance obligation of Musco specified in the written Warranty to be delivered to Buyer. The balance of any warranty and/or maintenance obligation greater than 12 months shall be the sole responsibility of Musco and shall not be guaranteed by a third party. 1 16. EXCLUSION OF SPECIAL DAMAGES— In no event shall Musca be liable for incidental, special or consequential damages, including without limitation lost revenues and profits, in respect of this Agreement or the Equipment and, if applicable, Services provided hereunder. 17. LIMITATIONS PERIOD— Unless otherwise specified in the Warranty to be delivered to Buyer, any action or proceeding against Musco arising out of or relating to the Equipment or Services will be forever barred unless commenced within the earlier of: (a) one (1) year after delivery of the ! Equipment or if applicable, completion of the Services; or (b) the period prescribed by the applicable statute of limitation or repose. ` 18. SECURITY AGREEMENT — In consideration of the promises contained herein, Buyer hereby grants and conveys to Musca, to secure payment and performance of all obligations in full, a purchase money security interest in the Equipment, including all repairs, replacements and accessions thereto and proceeds thereof (collectively referred to as the "Secured Property"). Buyer hereby irrevocably authorizes Musco at any time to register in any registration office in any province (including personal property registries and if applicable, land titles or real property registries) any initial financing statements, financing change statements, notices of security interest or other O = Initials m 1999,2W Musca Spoils L€ghFing,LLe•M-1010-enuS-22 MUSS m lighting@musco.com Page 4 of 6 Page 105 of 577 i 3' 3: 1. Purchase Agreement, 1' 3' Date:December 12,2017 Project Name:Riverfront Park Softball Field 2 Project 4:188710 documents relating to this security interest or this transaction. Buyer further agrees to promptly furnish any information requested by Musca to effectuate the terms of this Agreement. Buyer further agrees to execute any document reasonably required by Musco to perfect the security interest granted herein and to assure the preservation, priority and enforcement of such security interest. Buyer agrees that value has been given for this security interest and that the parties have not agreed to postpone the time for attachment of the security interest. 19. INSURANCE — From and after delivery, regardless of the pending performance of the Services, until such time as Buyer has performed in full all obligations contained herein, Buyer shall maintain adequate insurance covering the Equipment in accordance with generally accepted business practices. Buyer shall name Musco as loss payee until such time as Buyer has performed in full all obligations contained herein. 20. DEFAULT — Each of the following shall constitute a default ("Default") under this Agreement: a) failure to pay, in full, any payment when due hereunder; b) Buyer becomes the subject of a bankruptcy, receivership or insolvency proceeding; c) any warranty, representation or statement made or furnished to Musco by or on behalf of the Buyer proved to have been false in any material respect when made or furnished; d) loss, theft, damage, destruction or encumbrance to, or of, the Secured Property or the making of any levee, seizure or attachment thereof or thereon prior to payment in full; or e) the occurrence or non-occurrenco of any event or events which causes Musco, in good faith,to deem itself insecure for any reason whatsoever. 21. REMEDIES UPON DEFAULT—In the event of Default, Musco may, at its option, and without notice or demand: a) declare the entire unpaid balance owing hereunder duo and payable at once; b) proceed to recover judgment for the entire unpaid balance due; c) exercise all rights provided to Musco under this Agreement, any applicable personal property security act (or similar legislation), at law or in equity including but not limited to entering the Buyer's promises and taking possession of the Secured Property. All the remedies described herein are cumulative, and may be exercised in any order by Musco. Buyer agrees to pay all costs (including reasonable attorney's fees and court costs) incurred by Musca in disposing of the Secured Property and collecting any amounts owing hereunder, and such costs shall be part of the obligations secured hereunder. 22. FORCE MAJEURE — Musco shall not be liable for delays or failure to perform in respect of the Equipment or the Services due, directly or indirectly, to (i) causes beyond Musco's reasonable control, or (ii) acts of God or nature, acts (including failure to act) of any governmental authority, wars (declared or undeclared), strikes or other labor disputes, fires, and natural calamities (such as floods, earthquakes, storms, epidemics). 23. EEO COMPLIANCE—When applicable, Musco and Subcontractor shall comply with the EEO Clause in Section 202 of Executive Order 11246, as amended, which is incorporated herein by specific reference. When applicable, Musco and Subcontractor shall abide by the requirements of 41 CFR 60- 741.5(a) and 41 CFR 60-300,5(a). These regulations prohibit discrimination against qualified individuals on the basis of disability and against qualified protected veterans, and require affirmative action by covered prime contractors and subcontractors to employ and advance I' in employment qualified individuals with disabilities and qualified protected veterans. 24. CONDITIONS OF AGREEMENT i` a. APPLICABLE LAW — This Agreement shall be governed by the laws, including the Uniform i, Commercial Code, adopted in the State of Iowa as effective and in force on the date of this Agreement. I` b. EXPENSES/REMEDIES — Buyer shall pay to Musco the reasonable expenses, including court l' costs, legal and administrative expenses and reasonable legal fees (on a solicitor and client basis), paid or incurred by Musco in endeavoring to collect amounts due from Buyer to Musco. It is further understood that if Buyer does not make a payment as due, Musco has the right to forward appropriate notices or claims on jobs with owners, bonding companies, general contractors, or the like, as deemed appropriate by Musco. 0000 Initials ©1893,2017 Musco Sports Lighting,LLC M-1010-enUs-22 muscvM Page 5 of 6 Page 106 of 577 1 i! is Pyrc.h. ase Agreement Date:December 12,2017 Project Name:Riverfront Park Softball Field 2 Project#:188710 c. ENTIRE AGREEMENT — This Agreement, the written Warranty to be delivered to Buyer, and any invoice issued by Musca pursuant to this Agreement constitute the entire agreement between the parties and supersede all prior statements of any kind made by the parties or their representatives. No representative or employee of Musco has any authority to bind Musco to any term, representation or warranty other than those specifically included in this written Agreement or the written Warranty to be delivered to Buyer in connection with this Agreement. This Agreement may not be amended or supplemented except by written agreement executed by Musco and Buyer. d. ACCEPTANCE —This Agreement is subject to the approval of Musco's Credit Department and the written acceptance of this Order by Musco. CITY OF WATERLOO MUSCO SPORTS LIGHTING, LLC Acceptance Acceptance this day of 120 this day of 20— Signature Signature Quentin Hart, Moor Name and Title Name and Title Signature Kelley Felchle, City Clerk Name and Title Please remember to initial and return all pages of this agreement. Initials ©1999,2017 Musca Sports Lighting,LLC•M.1010.anUS.22 muscvn Pae6of6 Page 107 of 577 National Joint Powers Alliance :: - INDOOR-OUTDOOR ATHLETIC SURFACING WI... Page 1 of 3 Horne>National Cooperative Contract Solutions>Become a Vendor>Current&Pending Solicitations> -INDOOR-OUTDOOR ATHLETIC SUR[AC IH:;A'I aLLATED EQUIPMENT PRODI Q S SUPPLIES,INSTALLATION AND SERVICES National Cooperative RELDARTEI EOUIDPMENTAP �LDUCTS SUPPLIES,WITH Contract Solutions INSTALLATION AND SERVICES The National joint Powers Alliance®(NJPA),on behalf of NJPA and its current and potential Member agencies to include all Government, Higher Education,K12 Education,Non-Profit,Tribal Government,and all other Public Agencies located nationally in all fifty states,Canada, and internationally,issues this Request For Proposal(RFP)to result in a national contract solution for the procurement of INDOOR- OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES,INSTALLATION AND SERVICES.Details of this RFP are available beginning JULY 7,2014 and continuin til AUGUST 13,2014.Details may be obtained by letter of requesrunto Maureen Kni ht,NJPA,20212h Street Northeast,P.O.Box 219 Staples,MN 6479,or by e-mail at RFPOn'pacoop.org.Proposals will be received until AUGUST 21 2014 at 4:N m.Central Time at the above address and opened AUGUST 22,201p4 at 8:00 A.M.Central Time. Pre-Proposal Conference: August 11,2014 at 10:00 am.CT Sealed proposals due: August 21,2014 at 4:30pm Proposals will be publicly opened: August 22,2014 at 8:00arn CT NJPA reserves the right to reject any and all proposals. To Obtain RFP documents do one of the following: 1.email RFPQnjpacoop.org 2.Send a letter of request to National joint Powers Alliance Attn: Bids and Contracts Department 20212th Street NE Staples,MN 56479 or by e-mail at Rffiinjpacoop.org 3.Complete the RFP Document Request Form below. RFP Document Request Form: *is a required field Vendor Name:' Vendor Address' Vendor City' Vendor State Vendor Zip Code Contact Name Contact Email Vendor Phone Number' Submit I http://www.njpacoop.org/national-cooperative-contract-solutions/become-vendor/current-pe... F?/OgipfW8 of 577 National Joint Powers Alliance :: - INDOOR-OUTDOOR ATHLETIC SURFACING WI... Page 2 of 3 Vendor&Product Search ...- Education Curriculum Facility&MRO --------------------------------- Fleet Services&Equipment Food&Food Service Equipment ............................... General Healthcare&Pharmacy Solutions Heavy&Utility Equipment- --- Logistic Services/Mail Equipment--_- Office&Classroom Solutions& Equipment Technology&Communication Solutions --------------------------------- Transportation --------------------------------- ezIQC Construction ................................. Join NJPA --------------------------------- Become a Vendor Get to Know NJPA Current&Pending Solicitations -WATERCRAFT WITH RELATED EQUIPMENT, ACCESSORIES,AND SERVICES SNOW AND ICE HANDLING EQUIPMENT WITH RELATED ACCESSORIES, SERVICES,AND SUPPLIES INDEFINITE QUANTITY CONSTRUCTION CONTRACT-STATE OF OHIO DURABLE MEDICAL GOODS,FIRST AID AND SAFETY RELATED SUPPLIES, EQUIPMENT AND SERVICES -INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES, INSTALLATION AND SERVICES Vendor Reference Guide How to Purchase P—mment Pnn .,s http://www.njpacoop.org/national-cooperative-contract-solutions/become-vendor/current-pe... F/ag 0 09 of 577 National Joint Powers Alliance :: - INDOOR-OUTDOOR ATHLETIC SURFACING WI... Page 3 of 3 Legal Authority ................................. FAQs ................................. Affiliations k Relationships - Tribal ................................. Cooperative Health ................................. National Cooperative Leasing ................................. http://www.njpacoop.org/national-cooperative-contract-solutions/become-vendor/current-pe... 1 gQgo j 10 of 577 Notice To Bidders Page 1 of 2 *4 .r Welcome to NoticeTOBidders.conl website.Please send all questions or comments to Maureen Knight at 218-895-4114 Co or maureen.knight@njpacoop.org INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES,INSTALLATION AND SERVICES The National Joint Powers Alliance®(NJPA),on behalf of NJPA and its current and potential Member agencies to include all Government,Higher Education,K12 Education,Non- Profit,Tribal Government,and all other Public Agencies located nationally in all fifty states,Canada,and internationally,issues this Request For Proposal(RFP)to result in a national contract solution for the procurement of INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES,INSTALLATION AND SERVICES.Details of this RFP are available beginning JULY 7,2014 and continuing until AUGUST 13,2014.Details may be obtained by letter of request to Maureen Knight, NJPA,202 12th Street Northeast,P.O.Box 219,Staples,bfN 56479,or by e-mail at RFP@njpacoop.org.Proposals will be received until AUGUST 21,2014 at 4:30 p.m.Central Time at(lie above address and opened AUGUST 22,2014 at 8:00 A.M.Central Time. DURABLE MEDICAL GOODS,FiRST AID AND SAFETY RELATED SUPPLIES,EQUIPMENT AND SERVICES The National Joint Powers Alliance®(NJPA),on behalf of NJPA and its current and potential ivfember agencies to include all Government,Higher Education,K12 Education,Non- Profit,Tribal Government,and all other Public Agencies located nationally in all fifty states,Canada,and intemationally,issues this Request For Proposal(RFP)to result in a national contract solution for the procurement of DURABLE MEDICAL GOODS,FIRST AiD AND SAFETY RELATED SUPPLIES,EQUIPMENT AND SERVICES.Details of this RFP are available beginning JUNE 20,2014 and continuing until JULY 31,2014. Details may be obtained by letter of request to Maureen Knight,NJPA,202 12th Street Northeast,P.O. Box 219,Staples,MN 56479,or by e-mail at RFP a ipacoop.org.Proposals will be received unfit AUGUST 6,2014 at 4:30 p.m.Central Standard Time at the above address and opened AUGUST 7,2014 at 8:00 A.M.Central Standard Time. ez-IQC-State of Ohio The National Joint Powers Alliance®(NJPA)issues this Invitation To Bid(ITB)on behalf of,and to provide Indefinite Quantity Construction Contracting(IQCC)services to all current and potential NJPA Members including all government agencies,education agencies to include colleges and universities,and non-profit agencies in the State of Ohio It is the intention of NJPA to award contracts for light construction services and minor repairs to Minority Business Enterprise(MBE)Set Aside firms in each of these Zones.Each contract has an initial term of one(1)year and bilateral option provisions for two(2)additional terms.The estimated annual value varies by contract.The total term of the contract cannot exceed three(3)years. IQCC is a construction contracting procurement system that provides facility owners'access to competitively bid"on-call'general contractors to provide immediate construction services over an extended period of time. intending bidders arc requested to attend a pre-bid seminar which shall be conducted for the purpose of discussing the IQCC procurement system,the contract documents, and bid forms.Attendance❑t the Pre-bid seminar is Idehly recommended and failure to attend and understand the scope of this Bid will not excuse a Contractor from oerformine under this Ui)ut rnct. 07/11/2014 1:30 P%I Ohio Department of Transportation Central Office, 1980 W.Broad St.(U.S.40)Columbus,OH 43223 An electronic(CD)copy of the ITB Documents which include the instructions for submitting a bid and the bid documents may be obtained by letter of request to Matthew Peterson, NJPA,202 12th Street NE,Staples,MN 56479,or by visiting our website at www nipac000.orm/cziac-bid-document-request select desired bid documents from drop down list and complete the requested infomhation.All requests mist include;mailing address,email nddress,contact name,phone number.Bids are due by 4:30 pm CT on July 29,2014 and will be opened at 9:00 am on July 30,2014.ITB Documents will be available until July 28,2014. SNOW AND ICE HANDLING EQUIPMENT WiTH RELATED ACCESSORIES,SERVICES,AND SUPPLIES The National Joint Powers Alliance®(NJPA),on behalf of NJPA and its current and potential Member agencies to include all Govemment,Higher Education,K12 Education,Non- Profit,Tribal Government,and all other Public Agencies located nationally in all fifty states,Canada,and internationally,issues this Request For Proposal(RFP)to result in a national contract solution for tine procurement of SNOW AND ICE HANDLING EQUIPMENT WITH RELATED ACCESSORIES,SERVICES,AND SUPPLIES.Details of this RFP are available beginning June 3,2014 and continuing until July 24,2014. Details may be obtained by letter of request to Maureen Knight,NJPA,202 12th Street Northeast,P.O.Box 219, Staples,MN 56479,or by e-mail at RFP&nioac000.ora.Proposals will be received until July 31,2014 at 4:30 p.m.Central Standard Time at the above address and opened August I, 2014 at 8:00 A.M.Central Standard Time. Addendum I Addendum 2 ezIQC-Miami-Dad County The National Joint Powers Alliance®(NJPA)issues this Invitation For Bid(IFB)on behalf of,and to provide Indefinite Quantity Construction Contracting(IQCC) services to all current and potential NJPA Members including all government agencies,education agencies to include colleges and universities,and non-profit agencies in the State of Florida. It is the intention of NJPA to award multiple contracts In the areas of Miami-Dade County,including the Beaches,for construction services to include:General, Mechanical,Electrical,Plumbing,and Underground Construction.Each Contract has an initial term of one(1)year and bilateral option provisions for three(3) additional terms. The estimated annual value is$2,000,000.The total term of the contract is four(4)years. http://www.noticetobidders.com/ P?gpOj j 1 of 577 Notice To Bidders Page 2 of 2 IQCC also known as Job Order Contracting(JOC)is a contracting procurement system that provides facility owner's access to"on-call contractors to provide immediate construction,repair and renovation services over an extended period of time. Intending bldders are required to attend the pre-bid seminar for the purpose of discussing the IQCC procurement system,the contract documents,and bid forms.Attendance at the pre bid seminar Is hlghly recommended and will be held as follows. 04/24/14 at 9:OOAM City Hall Annex(adjacent to City Hall Parking Garage) 1755 Meridian Avenue,Miami Beach,Florida 33139 An electronic(CO)copy of the IFB Documents which include the instructions for submitting a bid and the bid documents may be obtained by letter of request to Matthew Peterson,NJPA,202 12th Street NE,Staples,MN 56479,or by visiting our website at www.nipacoop.org/eziqc-bid-document-request,select desired bid documents from drop down list and complete the requested information.All requests must include;mailing address,email address,contact name,phone number. Bids are due by 4:30 pm CT on May 13,2014 and will be opened at 9:00 am CT on May 14,2014.IFB Documents will be available until May 13,2014. Direct questions regarding this IFB to: Matthew Peterson ezigginnipacoop.org or(218)694-549310. WATERCRAFT WITH RELATED EQUIPMENT,ACCESSORIES,AND SERVICES The National Joint Powers Alliance®(N)PA),on behnlf of NJPA and its current and potential Member agencies to include all Government,Higher Education,K12 Education,Non- Profit,Tribal Govermnent,and all other Public Agencies located nationally in all fifty states,Canada,and internationally,issues this Request For Proposal(RFP)to result in a national contract solution for the procurement of WATERCRAFT WITH RELATED EQUIPMENT,ACCESSORIES,AND SERVICES.Details of this RFP are available beginning\larch 20, 2014and continuing until May 1,2014.Details may be obtained by letter of request to Maureen Knight,NJPA,202 12th Street Northeast,P.O.Box 219,Staples,\4\56479,or by e-mail at RFP@a ljpacoop.org.Proposals will be received until May 7,2014at 4:30 p.m.Central Standard Time at the above address and opened May 8,2014]at 8:00 A.M.Central Standard Time. http://www.noticetobidders.com/ P/pggeO1$2 of 577 I i 3 i i STATE OF MINNESOTA > tc" rTrlbune COUNTY OF HENNEPIN ) 425 Portland Avenue Minneapolis,MN 155488 Karen Greenlroe,being duly sworn,on oath says she is and during all times herein stated has been an employee of Star Tribune Media Company LLC,a Delaware limited liability company with offices at 425 Portland Avenue, Minneapolis,Minnesota 5548$,publisher and printer of the Star D-ibune newspaper(the"Newspaper"),pub[ished 7 days a week,and has full knowledge of the facts herein stated as follows: 1.The Newspaper meets the following qualifications: (a) The Newspaper is printed in the English language in newspaper format and in column and sheet form equivalent in printed space to at least 1,000 square inches; (b) The Newspaper is printed daily and distributed at least five days each week; (c) In at least half of its issues each year,the Newspaper has no more than 75 percent of its printed space comprised of advertising material and paid public notices. In all of its issues each year,the Newspaper has not less than 25 percent of its news columns devoted to news of focal interest to the community that it purports to serve. Not more than 25 percent of the Newspaper's non-advertising column inches in any issue duplicates any other publication; (d) The Newspaper is circulated in the local public corporation which it purports to serve, and has at least 500 copies regularly delivered to paying subscribers; (e) The Newspaper has its known office of issue established in either the county in which it lies,in whole or in part,the local public corporation which the Newspaper purports to serve,or in an adjoining county; (f) The Newspaper files a copy of each issue immediately with the state historical society; (g) The Newspaper is made available at single or subscription prices to any person, 3 corporation,partnership,or other unincorporated association requesting the Newspaper and making the applicable payment; (h) The Newspaper has complied with all the foregoing conditions for at least one year immediately preceding the date of the notice publication which is the subject of the Affidavit;and (i) Between September I and December 31 of each year,the Newspaper publishes and submits to the secretary of state,along with a filing fee of$25,a sworn United States Post Office periodical class statement of ownership and circulation. j 2. The printed copy of the matter attached hereto(the"Notice")was copied from the columns of the Newspaper and was printed and published in the English language on the'following days and dates; _Monday,July 7; and Monday,July 14,2014. 3. Except as otherwise directed by a particular statute requiring publication of a public notice, the Notice was printed in a typeface no smaller than six point with a lowercase alphabet of 40 point. j 4. The Newspaper's lowest classified rate paid by commercial users for space comparable to the space in which the Notice was published is3$ 30.00. I 3 6M1ko-IL Subscribed and sworn to before me on July 14,2014 J gsw K Howwd NOTARY PUKJC if WA1EW M0610 to _ 'i.=. Grw1NiM■�Yrrldtl81� Page 113 of 577 M.Vby,A47.2014 • STARTRIBUNE • 111 SIPMbune classiffiedsfind it au here ei stattribune.eonT/classifieds 1612.673.7000 jobs I autcs I homes I deals NC aYwr4`ft mm� � M1M Y+ —.._... 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M�'YtNY<y<•la)"Yiw gra+ •)•t...y♦�u� '�t< aW.>'Y,..a Wlar.1• S<1 T:a,1'.R yxSli,:e+ #����'1G.V1 tJ.1\n:t lr. wiAw.ua nw•�" y.�>.Nw�.�� stallnc...:o 1<,Sll) avTr�a'�•a,)°".1,r�11%NKr >u Ya';:.Yw'"'1`rui"..". \mGll tl•tet.rr nr..l." tr..f�>�e. 4s Put an ad in.�-.s>iw rr.•taii� µ.a r)IRIJ:nJrf%1 Vt ��,rrW- a>. 4LtEn N++•e.y v�n Get the >sa�b.rc<c�/:Lu)L '<rL.I Y•1i+�u�W a •'4YaY�witAv�>••>. � word out. u'1.'..,r '>. tivf�italna'1'i�' r.1.Mre'nvTlrq ..,i:n a-f,rf1n.wr/s,l'.n w.f ® ✓J.nM.a)rhlc .:�.T'.:..h tf>Iv>il l2a'tYr<W. ,Y%Y nP H[aWn nrd. Stariiibune YoYrmow.Yo-11- *Stat7ribune *Staffibune Yaw.rwwa ,W.+.1 W1UNlJVJe 1.' '•ul.i.: Alk Yes,we're talking to you. Business owner.Grocery getter.Weather watcher. 'w1r .paa•YLvv h O N c L � a • tar, �► =- C Wearleremythirrdynlneedtobreezethrough your day Y"V6de.YavlireW.YavStar Tribum. *Staf'Trlbune Page 114 of 577 I i I AFFIDAVIT OF PUBLICATION OFFICIAL DJC I 921 S.W.Washington St. Suite 2101 Portland,OR 97205-2810 (503)226-1311 STATE OF OREGON,COUNTY OF MULTNOMAH--ss. 1, Marc Caplan , being first duly sworn, depose and say that I am a Public Notice Manager of the Daily Journal of Commerce , a newspaper of general circulation in the counties of CLACKAMAS, MULTNOMAH, and WASHINGTON as defined by ORS 193.010 and 193.020; published at Portland In the aforesaid County and State;that I know from my personal knowledge that the Goods and Services notice described as Indoor-Outdoor Athletic Surfacing with Related Equipment Products,Supplies, Installation&Services National Joint Powers Alliance; Bid Location Staples,MIN,Todd County; Due 08121/2014 at 04:30 Poll a printed copy of which Is hereto annexed,was published In the entire issue of said newspaper for 1 time(s)in the following issues; 7/7/2014 NATlaNAL,-JOINT lRpINEfig ALLIANCE0W.� ll�oo0R=01!1�ooF1 TIC; : SUFIFACINO WITH RELATi~D EQllIPja1 AT P_t;QDU ,OppoL,tEs, :tr1sTALI.At1aN A�1G sl��vrc1=�';: . State of Oregon 1?ropasMe,due 4.30 pm,Aug:21 County of Multnomah :REQUEST Fon poopos11E9 The. NatlorW Joint Rowels A1lfanve� (NJPA), on.-behalf.of NJPA end.;Ila Wnent and polentlel Member agen a to SIGNED OR ATTESTED BEFORE ME Include,,: all Ctcvernment, ':Hlgh6r ON THE 8th DAY OF July,2014 Edacatlnn,.Kit I?au4alion. Non=,Broil(, Y 711b4k1 Government,=and.,oil.;olher'RoW Ageno$s located:nationally:jn,A(Ainy states_-Canada; ;and rinler[raltgrially, issuss.thls.Reaqquest..For..-Proposat(RFp) to result In a gatiohal contract,sOuilon for the pprocuremebi W INDOOR-OUTPOOR ar Ian -ATHLETIC. SURFACING :-,.-.-WITH RELATED, .EQVIPMENL,;PROOOT3, SUPPLIES;. ..�INSTALL'ATION .�;SAND ..SERVI¢ES..Delaila of i 3 RFP aro wall- able beginning JULY 7,2014 and.contin- uing'eynl AUGUST 13,,204•: Detalis he oblalned W:Ia&r otrequel.tomauren Knlght,.NJPA,20219thStrest!ic-State of Oregon Northeast, PO. Bot-219, %016e, MN 69479;, or by" e-mail at, .RFPC nipa000p org proposals will be reoalved .- — - 14ntif AUGUST,2,1,.2414_at 4.90,p.m, U>l=tClAt.SEAL. Ceritl.ltmee1 lh above"addrasg•and ' JCt'3HOA K C:OATES 6pened A{lQUST.22,`2gt4 at4,06,A.M. COMM) Time. ease---see swho this NOTARY PUBLIC•C1REAc�N pertains to hate:.httpJlwww,njpacroop. COMMISSION NO,453647 o /otogon 6dvB tehg MY Ql)N114118610N EXPIRES NOVEMBER 07,2014 Puhlishad July 7.2014.. 1Q573778 'r Ginger Line Order No.: 10573779 National Joint Powers Alliance Client Reference No: PO Box 219 Staples,MN 56479-0219 i Page 115 of 577 i Indoor-Outdoor Athletic Surfacing with Related Equipment Products, Supplies, Installation and Services Bid #: 082114 Published By: National Joint Pourers Alliance Bid Type: Bid Contract Type: RFP Value Range: Not Available Published Date: 07/07/2014 (h11-,1/DD/YYYY) Bid Closing Date: 08/21/2014 4:30:00 PM CT (MM/DD/YYY)0 Bid Status: Closed MOI Date: Not Applicable Ul Other Bids From Us CnEmail This To n Add to MyFavourite Bids Bid Scope i __. ��, PA National Joim Mowers e1111,iuce` Indoor-Outdoor Athletic Surfacing with Related Equipment Products, Supplies, Installation and Services i 082114 i Closing Date: 08/21/2014 4:30:00 PM CT Detail: The National Joint Powers AllianceO (NJPA), on behalf of NJPA and its current and potential Member agencies to include all Government, Higher Education, K12 Education, Non-Profit, Tribal Government, and all other Public Agencies located nationally in all fifty states, Canada, and internationally, issues this Request For Proposal (RFP) to result in a national contract solution for the procurement of INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES. Details of this RFP are available beginning JULY 7, 2014 and continuing until AUGUST 13, 2014_ Details may be obtained by letter of request to Maureen Knight, NJPA, 202 12th Street Northeast, P.O. Box 219, Staples, MN 56479, or by e-mail at RFP(a�nipacoop.orq. Proposals will be received until AUGUST 21, 2014 at 4:30 p.m. Central Time at the above address and opened AUGUST 22, 2014 at 8:00 A.M. Central Time. Page 116 of 577 Request for Proposal (RFP) Abstract: INDOOR-OUTDOOR ATHLETIC SURFACING ... Page 1 of 3 f 3. Document Request List: NIA INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVIC Header Reference Number PR300753 Solicitation Number 082114 Buying Organization National Joint Powers Alliance Source ID PP.CO.USA.868485.C88456 Associated Components Yes Non-disclosure Agreement Not required. Dates Published 2014-07-07 Revised Closing 2014-08-21 04:30 PM Central Daylight Saving Time CDT Details Opportunity Access Open Fabricated Materials Miscellaneous Goods I, Construction Products Category Cosmetics and Toiletries j Maintenance, Repair, Modification, Rebuilding and Installation of Goods/Equipment I GSINS Region of Delivery Canada i, Agreement Type Tender Type Request for Proposal(RFP) Estimated Value Pre-bid Meeting Optional 2014-08-11 10:00 AM Central Daylight Saving Time CDT i I` C https://www.merx.com/English/SUPPLIER Menu.asp?WCE=Show&TA13=3&PORTAL=... ¢?FQ201$7 of 577 i' Request for Proposal (RFP) Abstract: INDOOR-OUTDOOR ATHLETIC SURFACING ... Page 2 of 3 webcast-conference call Site Visit Not Applicable Bid Security Required No Deadline for Bidders'Questions 2014-08-13 Notice Description INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES, INSTALLATION AND SERVIC The National Joint Powers Alliance@(NJPA),on behalf of NJPA and its current and potential Member agencies to include all Government, Higher Education, K12 Education, Non-Profit,Tribal Government,and all other Public Agencies located nationally in all fifty states, Canada, and internationally, issues this Request For Proposal (RFP)to result in a national contract solution for the procurement of INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES. Details of this RFP are available beginning JULY 7,2014 and continuing until AUGUST 13,2014 . Proposals will be received until AUGUST 21,2014 at 4:30 p.m. Central Time at the above address and opened AUGUST 22,2014 at 8:00 A.M.Central Time. Contacts I Contracting Authority Name Ginger Line 202 12th Street NE PO Box 219 Address City Staples State/Province MN Country United States Postal Code 56479 Phone (218)894-1930 Fax (218)894-3045 Email ginger.line@njpacoop.org Website URL Note:Web site links will be displayed when available. If you click a web site link,you will be connected to another web site.Your MERX session will timeout after 20 minutes of inactivity. Should this occur, please return to the MERX home page and log in to MERX again. https://www.merx.com/English/SUPPLIER Menu.asp?WCE=Show&TAB=3&P0RTAL=... -Al 8 of 577 I Request for Proposal (RFP) Abstract: INDOOR-OUTDOOR ATHLETIC SURFACING ... Page 3 of 3 i O MERX-All rights reserved. No part of the information contained in the Public Tenders portion of this Web Site may be reproduced,stored in a retrieval system or transmitted in any form or by any means, electronic, mechanical, photocopying, recording or otherwise without the prior permission of MERX and the Minister of the participating government department. MERX,the Minister nor the Contracting Authority will assume responsibility or liability for the accuracy of the information contained in the publication. 3 j 3 I I https://www.merx.com/English/SUPPLIER Menu.asp?WCE=Show&TAB=3&PORTAL=... 9P96V"9 of 577 3 PU >IN�"7@ Y CI.re� •�{1?of>all', WPA.and l a CeUrrani and polBnNai i mentee:ag6f.;fee to. tnclude. Oil THE STATE MEDIA CO., INC. a�verRmeni, I>al:, daoallop. Kid'Sdtjoaltoltp.. bn•Prolii, TrIUAI Columbia, South Carolina abvernmer;t,,and"alf oth>ir;PubEfc'; I i Aganoles lw 4d ptt�d iy.in ofl.Idr• publisher of ,tvstatsg,� a(3ahtllnCe[tlallpa! ( iY issues lh B4•estropo� �J}� C� a (IiF.F?ptq ds ttI ItnalE .FW, �; t , *uo tract•egit(tlnn for the omet rarrtenl 01 IN000Fj4)UTD00R ATHLETIC 9UFIFA•ING , *TH MATEO QUIPM1 ENT P OULIQl9, 3UP } PLIE8,,, RbTA�LAT10 SAW r STATE OF SOUTH CAROLINA :saRv, $$L , tsofOils ,FP are. s COUNTY OF R�CHLAND pyap$bie l�eglliritng JutY,7.2Uih. i and c6htir)u€rig-un111.AUQl1�T' 13, Uer'.o14uestioMbb auraeindKrtiBht Personally appeared before me, Emily Fernandez, Sales Operations M; tiA � �g�$aa ireeias Wrlheast �* of THE STATE, and makes oath that the advertisement, ;orbytaxiIFpnJpe «g, pr auto la*II bh_r 5l3lved unp 11 AUi; Q ST 21, 14- �4 30' 1m; tral Titttia sE lite above Addroas and' PUBLIC NOTICE The National Joint Powers Alliance®(NJPA), on behalf of NJPA and; off, d.4U4usT22,2U1Aft%V0© and potential Member agencies to Include all Government, Higher Education, K12 Educe 'A $!ralTlme. Profit,Tribal Government,and all other Public Agencies located nationally in all fifty state, r 3 and Intemationally, issues this Request For Proposal(RFP)to result in a national contra(= 1130628 was inserted in THE STATE, a daily newspaper of general circulation published in the City of Columbia, State and County aforesaid, in the issue(s) of July 7, 2014 1 Subscribed and sworn to before me 3 on this dayJuly 4, 2014 i i 3 � o� '. �,, _ Notary Public My commission expires September 26, 2016. "Errors-the liability of the publisher on account of errors in or omissions fi•orn anj,adi,er lisement will in no way exceed the amount of the charge foe the apace occupled by the iterrr in error, and them onlyfor the first incorrect insertion. i Page 120 of 577 i 3 I � r 3 J PA www.njpacoop.org National Joint Powers Alliance°' 202 12E1, Street NF Proposal Opening Witness P.O. Box 219 Sloples, MN 56479 Date of opening: August 22,2014 The witnesses signed below hereby witness they were present on the above date and in witness of the public opening of all responses received to the Request For Proposal#082114 for the procurement.of MOOR-OUTDOOR ATHLETIC SURFACES WITH RELATED EQUIPMENT, INSTALLATION AND CONSTRUCTION SERVICES by NJPA and NJPA Members. Proposals are evaluated first on responsiveness then on the other criteria included in the RFP. Responsiveness consists of the following criteria: 1. Was the response received prior to the deadline of submission? 2. Was the response properly packaged and addressed? 3. Did the response contain the proper bid bond? 4. Did the response include documents with original signatures that were required? Responses were received from the following: Connor Sports Court Iinternational,LLC—received 8121114 at 11:57am Bidder deemed responsive Controlled Products,LLC--received 8121114 at 11:58am Bidder deemed responsive FieidTurf USA,hac.—received 8121/14 at 11:37am Bidder deemed responsive Greentlelds Outdoor Fitness,Inc.—received 8121114 at 9:20am Bidder deemed responsive Hellas Construction,Inc.--received 8120/14 at 11:57am Bidder deemed responsive Mondo USA—received 8119114 at 12:38am Bidder deemed responsive Mufico Sports Lighting,LLC—received 8121/14 at 11:38 am Bidder deemed responsive Neveo,Inc.—received 8121/14 at 11:38am Bidder deemed responsive No Fault Sport Group,LLC—received 8/20/14 at 11:57am Bidder deemed responsive Playworld Systems,Inc.—received 8121/14 at 11:37am Bidder deeaned responsive Porter Athletic(A Latania Sports Group Company)--received 8/21/14 at 11:58am Bidder deemed responsive Robbins,Inc.--received 8/2111.4 at 11:39am Bidder deemed responsive Shaw Contract Flooring Services dlb/a Shaw Sports Turf--received 8118/14 at 11:24am/8/19/1413:28pm Bidder deemed responsive Page 121 of 577 1 I 1 3 (NJPA www«ttjpOCoop.Orq National.point Powers Alliance' 202 12111 Slroot NE RO, ilex 219 W1TN$SS Slo*!e MN 56479 8122/1_4 Maureen Knight,JD-Contra and Compliance Manager,NJPA 4 Gregg •hofer,CPPD- ,Contract Products&Pricing Analyst,NJPA ` 8122/14_ Traay Plinska,i7ontraot Procurement Analyst,NJPA 3 31 j3 3 i 33� 3 3 3 I I I i Page 122 of 577 I 1 Form G INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES,INSTALLATION AND SERVICES ConnorSport Passible Court Controlled Hellas Muscc Sports No Fau€t Sport Points Intsmatlonal LLC Products Field Turf EISA Construetivn atondo LI hlln LLC Lvootna. Group Parlor Atlrlottc 111041621 Inc, Shaw B rts Turl i on ormsace to Termar '.. Condlllons to include t "o rnonlatlon 60 40,60 40.60 40.50 4€.75 44.00 44,00 40.50 42.76 40.60 40,50 44.00 Mn 400 253.75 317.60 323.76 20f.26 301.25 300,25 311.25 934.40 322-50 268.26 285.00 nt ,nualryan Market Isco Suxeasos 76 60,00 b5.00 $2.50 63.75 63.75 03.25 61.25 55.26 62.60 03.00 64.25 - B s a it c a Service Contract Nationally 100 77.00 82.00 75.00 70.00 76.75 77.60 70.00 73.25 73.26 70.75 70.75 '.. Bidders Markatia Plan 50 35.00 41.25 41.75 42.75 43.75 41.25 38.76 43.00 37.60 37.60 40.00 Value Added AHrlbulea 76 61.25 59.50 02.50 69.50 63.75 62.50 67.60 50.75 60.00 01.26 60.00 '.. - Warranty Covera9aa an Infa ms"on 60 40.50 40.50 40.50 39.50 40.60 40.00 38.75 40.60 40.60 40.50 40.50 eec anevarietya Products end Sarviosa Offered 200 152.60 153.75 166.25 148.75 180.75 153.7fi 150,00 152.60 145.00 176.00 113.71 '.. Total Points 1 000 7\3_060 700.06 Si 2.76 762.25 804.60 794.50 750.00 797.00 78f.76 747.76 748,25 , 913612014 I1.� 9fk5f201A ' 8115R014�� �_ FV1&2014 ''.. G ger ,CPP8.NJPA Tracy Plinske,Nnson,C A,NJPAJPA Keith Hatv aureen Knl9h1,BBq NJPA €512614 ', Grego Miodiofor.C ,NJPA i. i I I. I. t i I i. I I. i'. Page 123 of 577 I Go,�nuMey r S9 T T T P t� O� U o JPA 7 \nrtl kir<Rurrt LL4rn• S o� f hOJ Ora A13T11L�h` COMMENT AND REVIEW To the REQUEST FOR PROPOSAL(RFP)#082114 Entitled INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES,INSTALLATION AND SERVICES The following advertisement was placed in the Minneapolis, MN Star Tribune on July 7,2014 and July 14, 2014 and Oregon's Daily Journal of Commerce on July 7, 2014, The State South Carolina on July 7,2014 and on the NJPA website www.nipacoop.or , Onvia website www.onvia.com, Notice to Bidders website www.noticetobidders.com, PublicPurchase.com, Merx,and Biddingo: The National Joint Powers Alliance®(NJPA), on behalf of NJPA and its current and potential Member agencies to include all Government, Higher Education, K12 Education, Non-Profit, Tribal Government, and all other Public Agencies located nationally in all fifty states, Canada, and internationally, issues this Request For Proposal(RFP) to result in a national contract solution for the procurement of INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES, INSTALLATION AND SERVICES. Details of this RFP are available beginning July 7, 2014 and continuing until August 13,2014. Details may be obtained by letter of request to Maureen Knight, NJPA, 20212th Street Northeast, P.D. Box 219,Staples, MN 56479, or by e-mail at RFP@nipacoop.org. Proposals will be received until AUGUST 21,2014 at 4:30 p.m. Central Time at the above address and opened August 22,2014 at 8:00 A.M. Central Time. RFPs were requested from and distributed to: State of Montana State of Oklahoma University of Montana Becker Arena Products Mondo USA, Inc. Shaw Industries, Inc. SofSurfaces, Inc. Ace Surfaces, Inc. ADS, Inc. Advantage Fitness Sales, Inc. Arena Simmons Bell Structural Solutions Bid Ocean, Inc. BidClerk California Skate Parks Carpell Surfaces Club Resource Group Connor Sport Court International, Inc. Connor Sports Construction Journal Controlled Products, LLC Dynamic Sports Construction, Inc. EnCompas Construction, Ltd. Euclid Infotech FieldTurf USA, Inc. Flooring America Green Energy Sports Greenfields Outdoor Fitness, Inc. GreenFields USA Grizzly Logistics GroundFX, Inc. Gym-Con, ltd. Hamilton and Niagara Fitness Solutions Hellas Construction, Inc. 202 12-Street NE • P.O. Box 219 • Staples, MN 56479 • www.njpacoop.org Page 124 of 577 I 1 j 3 i Kinetic Solutions Midland Implement Company I MountainWest SnapSports Musca Sports Lighting, LLC Nevco, Inc. No Fault Sport Group, LLC Peterson Companies, Inc. Pierce Flooring Playworld Systems, Inc. Porter Athletic,Inc. Prime Vendor, Inc. Profield Renegade Sports Surfacing, Inc. Robbins, Inc. Sherwin-Williams Company SnapSports Sport Court Sport Systems Canada, Inc. Sportica Sporturf The Blue Book Building&Construction Network UBU Sports Winturf Sports World Class Athletic Surfaces, Inc. Worldwide Turf(Canada), Inc. XGrass Field Solutions Bids were opened on August 22, 2014 at the NJPA offices located at 20212th Street Northeast in Staples, Minnesota 56479. Bids were received from the following: Connor Sports Court International, Inc. Controlled Products, LLC FieldTurf USA, Inc. Greenfields Outdoor Fitness, Inc. Hellas Construction, Inc. Mondo USA Musco Sports Lighting, LLC Nevco, Inc. No Fault Sport Group, LLC Playworld Systems, Inc. Porter Athletic Robbins, Inc. Shaw Contract Flooring Services dba Shaw Sports Turf Bids were reviewed by the Proposal Evaluation Committee: Ginger Line,CPPB,NJPA Contract Specialist Gregg Meierhofer,CPPD, NJPA Bids and Contracts Officer Tracy Plinske, NJPA Contract Specialist Keith Hanson,CPA, NJPA Accounting Manager 3 Maureen Knight, BBA and JD, NJPA Contracts and Compliance Manager The findings of the Proposal Evaluation Committee are summarized as follows: i The Proposal Evaluation Committee used the established NJPA RFP evaluation criteria and determined that all ' responses did meet Level One Responsiveness. Playworld Systems, Inc. and Greenfields Outdoor Fitness, Inc. were deemed out of scope and therefore did not meet Level Two Responsiveness. All other bids met Level Two Responsiveness and were evaluated. Musco Sports Lighting,LLC offered permanent and portable field and stadium lighting.They also have a large sales and service force with offices in 11 states. They have extensive experience within the industry and have a 25 year warranty on their products.They also offered competitive pricing. 202 12-Street NE + P.O.Box 219 • Staples, MN 56479 • www.njpacoop.org Page 125 of 577 I 3 3 3 Nevco, Inc.offered scoreboards,scorer tables,video displays, LED message centers and scoreboard accessories. They also offered a large sales and service force,significant industry experience,and competitive pricing. 1 Porter Athletic was the only respondent to offer wall padding and gym divider equipment with competitive pricing. They have been in the industry since the 1950s and can service our members'needs. No Fault Sport Group, LLC offered athletic surfaces with poured-in-place surfaces along with a variety of sports equipment, nets,and stanchions.They also offered bonded rubber mulch and safety tile. They offered competitive pricing on these products and a large sales and service force to reach all of our members, FieldTurf USA, Inc.offered a large quality product line,which includes many different sports surfaces for indoor and outdoor use with installation as well.They are also offering project management for our members that need these type of services for their athletic surfaces.They also offered competitive pricing and a good marketing plan. 1 Mondo USA offered quality rubber athletic surfacing along with indoor and outdoor athletic track,subflooring and floor prep.They offered competitive pricing and experience within the industry.They also had a good marketing plan. Robbins, Inc.offered wood athletic flooring and running tracks.They have a large dealer network and competitive pricing. Shaw Sports Turf has experience within the industry and competitive pricing for their synthetic turf.They also offered a good marketing pian for this contract. Connor Sport Court International, LLC has experience within the industry and offered tile, hardwood, rubber,vinyl, and poured urethane floor,surfaces as well as turf.They also offered competitive pricing. Controlled Products, LLC offered artificial turf for indoor and outdoor use.They offered a good marketing plan and leasing options.They also have competitive pricing on their products. 1 Hellas Construction, Inc.offered synthetic turfs,tracks,and tennis courts.They are a newer company with a great marketing plan and already have experience within the industry. Hellas offered the manufacturing of their products and also the installation.They also offered competitive pricing for their products. For these reasons the NJPA Proposal Review Committee recommends award of NJPA Contract#082114 to Robbins, Inc. 082114-RBI FieldTurf USA, Inc. 082114-FTU Mondo USA 082114-MUI Musca Sports Lighting, LLC 082114-MSL Nevco, Inc. 082114-NVC No Fault Sport Group, LLC 082114-NFS Porter Athletic(an LSG Company) 082.114-PTA Shaw Contract Flooring Services,Inc.dba Shaw Sports Turf 082114-SIl Connor Sport Court International, LLC 082114-CSC Controlled Products, LLC 082114-CTP Hellas Construction, Inc. 082114-HLC 202 11� Street NE • P.O. Box 219 • Staples, MN 56479 • www.njpacoop.org 3 i Page 126 of 577 Ginger Li e, PPB,Senior Contract Procu ment Analyst Date Gregg MeMhofer,CPPD,Senio ntract Product&Price Analyst Date Tracy lins ek Contract Procurement Analyst Date K H nson,CPA, NJPA Accounting Manager Date M r n IFnighB$A;MametiAg-Manager Date VOZ�t lyres <� j Tp 202121h Street NE • P.O. Box 219 • Staples, MN 56479 www.njpacoop.org Page 127 of 577 i 3 Regular Meeting & Retreat Minutes of the NATIONAL JOINT POWERS ALLIANCE® Board of Directors Tuesday, September 16, 2014 Rooms 301 and 302 Chair Wolden called the Regular Board meeting to order at 1:00 p.m. with the following members present: Mary Freeman, Brian Lehman, Scott Veronen, Mike Wilson, Wayne Wolden, Randy Pepin, and Barb Neprud. Also present were Tom Wacholz and Rob Barse, ORB Management; Chad Coauette, Susan Nanik, Paul Drange, Diana Pihlaja, Mike Hajek, Misty Myers, Anna Gruber, Deb Cervantez, Rynell Schock, Tania Denny, Meg Litts, Cheryl Husman, Corey Jenson, Paul Anderson, Laura Dwyer, Lindsey Meech, Kelly Pearson, Shelia Christoferson, Bev Hoemberg, Angela Rhode, Ginger Line, Kellie Busker, 3 Joe Morgan, Tom Perttula, Julie Mertens, Phil Berg, Tracy Plinske, Jonathan Yahn, Jeremy Schneider, Jill Kinsley, Tony Wegscheid, Mike Brandt, Matt Peterson, Maureen Knight, and Kassidy Rice, NJPA staff. Mr. Wilson moved, seconded by Mr. Veronen to accept the agenda as amended. Motion carried. I Ms. Neprud moved, seconded by Mr. Pepin to accept the minutes of the Regular Board Meeting held on August 19, 2014. Motion carried. Mr. Wacholz and Mr. Barse with ORB Management presented an In-service covering the decor, space planning, and possible addition to the NJPA building. Ms. Pihlaja presented the monthly Financial Reports. Mr. Pepin moved, seconded by Mr. Veronen to approve the monthly internal fund transfers for FY 14- 15: • From Contract Purchasing Fund 15 $3,280,235 • To General Fund 09 $3,280,235 o Membership $100,000 o Regional Programs $2,260,235 o Education Solutions $920,000 ' Motion carried. Mr. Pepin moved, seconded by Ms. Neprud to approve the check register and Treasurers Report of I Cash, Revenues, and Expenditures and to pay all vendor disbursements #82492 to #82760. Motion carried. Mr. Pepin moved, seconded by Ms. Neprud to approve all Wire Transfers #041 to #082. Motion 1 carried. 1 Mr. Wilson moved, seconded by Mr. Veronen to accept the Consent Agenda as follows • Updated Membership Agreements Members added August 1-31, 2014 • Approve Authorization to Bid: n Leasing and Financing Solutions with Related Services i Page 128 of 577 i • Approve Bid Evaluation Committee's Recommendation to Award RFP #082114 for Indoor- Outdoor Athletic Surfacing with Related Equipment Products, Supplies, Installation and Services to o Robbins Inc. o Fieldturf USA, Inc. o Mondo USA o Musco Sports Lighting, LLC a Nevco, Inc. o No Fault Sport Group LLC o Porter Athletic (an LSG Company) a Shaw Contract Flooring Services, Inc. dba Shaw Sports Turf o Connor Sport Court International, LLC o Controlled Products o Hellas Construction, Inc. • Approve Bid Evaluation Committee's Recommendation to Award RFP #090914 for ezIQC State of Tennessee — Nashville Metro to: o Lesco Restorations, Inc. o Johnson-Laux Construction o JJ Morley Enterprises • Approve Bid Evaluation Committee's Recommendation to Award RFP #090914 for ezIQC State of California — Fresno to: o Durham Construction Company, Inc. o Iomlan Construction Services • Approve Bid Evaluation Committee's Recommendation to Award RFP #090914 for ezIQC State of California — Kern to: o JTS Construction o Black Hall Construction Inc. • Approve Renewal of Agreements with — see Appendix One • Approve ezIQC Renewal of Agreements with — see Appendix Two Motion carried. Ms. Dwyer reported on HITA and the Insurance Bid process. Mr. Veronen moved, seconded by Mr. Wolden to accept the HealthPartners bid response pending fully ' executed Operating Agreement. Motion carried. 3 Mr. Veronen moved, seconded by Ms. Neprud to approve the January 1, 2015 health insurance renewal as adjusted with an overall Expected Claims Rate increase of 10.72%. Motion carried. 3 Mr. Veronen moved, seconded by Ms. Freeman to decline requesting the school groups in the pool to waive the right to a biannual bid as set out in the HITA law and fall back to the previous 4 year bid requirement. Motion carried. 3 Ms. Schock reported on a look at our region and a blast of the past into the future as it related to Education Solutions. Mr. Hajek reported on the progress with the State of New York and State of Oklahoma on adopting NJPA contracts. i Page 129 of 577 t i (I i' I Ms. Ne rud moved seconded by Mr. Pepin to accept the Employment Application Leave of Absence for Mike Domin effective September 15, 2014, Motion carried. p Mr. Lehman moved, seconded by Mr. Wilson to move forward with setting a timeline, design, and budget for the future NJPA facility addition. Motion carried. Ms. Nanik presented notice of Pay Equity Compliance received from Minnesota Management & Budget. Mr. Pepin moved, seconded by Mr. Veronen to approve the Pay Equity report as presented. Motion carried. Ms. Nanik and Dr. Coauette presented succession plan for the Director of Contracts and Marketing position as Mike Hajek nears retirement. Mr. Veronen moved, seconded by Ms. Neprud to approve the succession planning as follows: • Approve the Director of Contracts and Marketing position description and open the position Approve the Director of Business and Relationship Development position description Motion carried. Mr. Wilson moved, seconded by Ms. Freeman to approve the reassignment of Machel Marshall to Account Clerk III. Motion carried. Mr. Pepin moved, seconded by Ms. Freeman to approve the Account Clerk IV; AP, Payroll, and CR position description and open position. Motion carried Ms. Nanik gave an update on current staffing efforts. Dr. Coauette reported on AESA, City/County Innovation Funding and gave an MSC update, Mr. Lehman reported on his attendance at NIGP, Mr. Pepin moved, seconded by Ms. Freeman to adjourn the meeting at 4;34 p.m. Motion carried. 1 3 1 Page 130 of 577 I 3 i' Appendix One Contract renewals: Zonar Sjstems, Inc. 051613-Z9 "Fleet Management and Related Technology Solutions" "Grounds Maintenance with Related Equipment,Accessories and Alamo Group Inc. 070313 AGI SApplies" "Grounds Maintenance with Related Equipment,Accessories and Veremeer Corporation 070313 VF;M Supplies" "Grounds Maintenance with Related Equipment,Accessoriesand Jacobsen Inc. 070313-JCS S%pplies' Provista, LLC 083011-3:�G "Food and Food Related Solutions and Services" "Heavy Construction Equipment Together with Related S (lair, LLC 060311-S4C Accessories, SLppliesand%rvices" "Grounds Maintenance with Related Equipment,Accessoriesand Kubota Tractor Corporation 070313-KRA Supplies' "Grounds Maintenance with Related Equipment,Accessoriesand Deere& Company 070313-DAC Supplies" "School Buses and/or Related Equipment, Suppliesand Blue Bird Bus 083110-BBB Accessories" AssetWorks, Inc. 050613-AWi "Fleet Management and (delated Technology Solutions" "HVACSystems and Serviceswith Related Accessories and i Lennox Industries, Inc. 072711-UI 5ipplies' I "Professional Services for Building envelope and Energy Efficiency RAM-USA 080913-PAM Assessmentsand Diagnostics" i Page 131 of 577 Appendix Two ezlQC renewals: Variety Contractors, OH02GB-08031 1-va Inc. ezIQC Variety Contractors, OHOI GB-080311-Va Inc. ezIQC WRFbbbins O4I-107B-082013- Company WF;R ezIQC WRFbbbins CA-H09B-082013- Company WRR ezIQC WRF;bbbins CA-H1 5A-082013- Company WW ezIQC S:)rensen Gross Construction Services G4,02-062911-93C ezIQC Centennial Contractors Enterprises, Inc. GA03-06291 1-CCE ezIQC Centennial Contractors Enterprises, Inc. GA07-06291 I-OCE ez]QC Prime Contractors, Inc. G6,04-06291 1-Pa ezIQC LESM Fbst orations, Inc. GA05-06291 1-LRI ezlQC F.H. Paschen, SN. Nielsen&Associates GA06-06291 I-FHP ezIQC IF H. Paschen,SN. Nielsen&Associates GA08-06291 I-PHP ezIQC F H. Paschen, S N. Nielsen&Associates W 1-062911-FHP ezIQC. dd Morley Enterprises, Inc. GAII 0-062911-,M E ezIQC ,bhnson-Laux - -062911-J-C ez]QC Construction, Inc CAl 2 Page 132 of 577 ��eaHMeNr a xJ YY yy �4 NJPA K z �j �rlauY ia1eMrn AYu�W 6f�OJ om A�•n `iaa� National Joint Powers Alliance' (herein NJPA) REQUEST FOR PROPOSAL (herein RFP) for the procurement of INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES RFP Opening AUGUST 22, 2014 8:00 A.M.Central Time At the offices of the National Joint Powers Alliance® 202 12"Street Northeast,Staples,MN 56479 RFP #082114 The National Joint Powers Alliance®(NJPA),on behalf of NJPA and its current and potential Member agencies to include all Government, Higher Education, K12 Education,Non-Profit, Tribal Government, and all other Public Agencies located nationally in all fifty states, Canada, and internationally, issues this Request For Proposal (RFP) to result in a national contract solution for the procurement of INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES. Details of this RFP are available beginning JULY 7, 2014 and continuing until AUGUST 13, 2014 . Details may be obtained by letter of request to Maureen Knight, NJPA,202 12th Street Northeast,P.O.Box 219, Staples,MN 56479,or by e-mail at RFP@njpacoop.org.Proposals will be received until AUGUST 21, 2014 at 4:30 p.m. Central Time at the above address and opened AUGUST 22, 2014 at 8:00 A.M. Central Time . RFP Timeline JULY 7, 2014 Publication of RFP in the print and online version of the Minneapolis Star Tribune,in the print and online version of the Salt Lake News within the State of Utah, in the print and online version of the Daily Journal of Commerce within the State of Oregon (note: OR entities this pertains to: http://www.nipacoop.orgtoregon- advertising),in the print and online version of The State within the State of South Carolina,the NJPA website(njpacoop.org),MERX, Noticetobidders.com,PublicPurchase.com,and Biddingo. August 11,2014 Pre-Proposal Conference (webcast — conference call - Connection 10:00 A.M. Central Time information sent to all inquirers 2 business days prior to event) AUGUST 13,2014 Deadline for RFP requests and questions AUGUST 21,2014 Deadline for Submission of Proposals.Late responses will be 4:30 P.M. Central Time returned unopened. AUGUST 22,2014 Public Opening of Proposals 8:00 A.M.Central Time f Direct questions regarding this RFP to:Maureen Knight at maureen.kni ht@-n�ipacoo .or or(218)895-4114 1 Page 133 of 577 TABLE OF CONTENTS 1. DEFINITIONS K. Sales Tax A. Contract L. Shipping Requesting Pricing Changes B. Currency C. Exclusive Vendor 6. EVALUATION OF PROPOSALS D. FOB A. Proposal Evaluation Process E. Hub Partner B. Proposer Responsiveness C. Proposal Evaluation Criteria F. Proposer G. Request for Proposal D. Other Consideration H. Sourced Goods E. Cost Comparison I. Time F. Marketing Plan J. Total Cost of Acquisition G. Certificate Of Insurance K. Vendor H. Order Process and/or Funds Flow I. Administrative Fees 2. ADVERTISEMENT OF RFP\ J. Value Added K. Waiver of Formalities 3. INTRODUCTION A. About NJPA 7. POST AWARD OPERATING ISSUES B. Joint Exercise of Powers Laws A. Subsequent Agreements C. Why Respond to a National Cooperative B. NJPA Member Sign-up Procedure Procurement Contract C. Reporting of Sales Activity D. The Intent of This RFP D. Audits E. Scope of This RFP E. Hub Partner F. Expectations for Equipment/Products F. Trade-Ins and Services Being Proposed G. Out of Stock Notification G. Solutions Based Solicitation H. Termination of a Contract resulting from this RFP 4. INSTRUCTIONS FOR PREPARING YOUR PROPOSAL 8. GENERAL TERMS AND CONDITIONS A. Inquiry Period A. Advertising a Contract Resulting From This RFP B. Pre-Proposal Conference B. Applicable Law C. Identification of Key Personnel D. Proposer's Exceptions to Terms and C. Assignment of Contract Conditions D. List of Proposers E. Captions,Headings,and Illustrations E. Proposal Format F. Data Practices F. Questions&Answers About This RFP G. Modification or Withdrawal of a G. Entire Agreement H. Force Majeure Submitted Proposal I. Gratuities H. Proposal Opening Procedure J. Hazardous Substances I. NJPA's Rights Reserved K. Licenses 5. PRICING L. Material Suppliers and Sub-Contractors A. Line-Item Pricing M. Non-Wavier of Rights B. Percentage Discount From Catalog or N. Protests of Awards Made Category O. Suspension or Disbarment Status C. Cost Plus a Percentage of Cost P. Affirmative Action and Immigration D. Hot List Pricing Status Certification E. Ceiling Price Q. Severability F. Volume Price Discounts/ R. Relationship of Parties Additional Quantities 9. FORMS G. Total Cost of Acquisition H. Sourced Equipment/Products/ 10. PRE-SUBMISSION CHECKLIST Open Market Items 11. PRICE & PRODUCT CHANGE REQUEST I. Price and Product Changes FORM J. Payment Terms 2 Page 134 of 577 I DEFINITIONS A.CONTRACT "Contract" as used herein shall consist of: this RFP, pricing, fully executed forms C, D, F &P from the Proposer's response pursuant to this RFP, and a fully executed form E ("Acceptance and Award") with final terms and conditions. Form E will be executed on or after award and will provide final clarification of terms and conditions of the award. & CURRENCY All transactions are payable in U.S. dollars on U.S. sales. All administrative fees are to be paid in U.S. dollars. C.EXCLUSIVE VENDOR A sole Vendor awarded in a product category.NJPA reserves the right to award to an Exclusive Vendor in the event that such an award is in the best interests of NJPA Members nationally. A Proposer that exhibits and demonstrates the ability to offer and execute an outstanding overall program, demonstrates the ability and willingness to serve NJPA current and qualifying Members in all 50 states and comply with all other requirements of this RFP,is preferred. D. FOB FOB stands for"Freight On Board" and defines the point at which responsibility for loss and damage of product/equipment purchased is transferred from Seller to Buyer. "FOB Destination" defines that transfer of responsibility for loss is transferred from Seller to Buyer at the Buyer's designated delivery point.FOB does not identify who is responsible for the costs of shipping. The responsibility for the costs of shipping is addressed elsewhere in this document. j E.HUB PARTNER An organization that a member requests to be served through with an Awarded Vendor for the purposes of complying with a Law,Regulation,or Rule to which that individual NJPA Member deems to be applicable in their jurisdiction. F.PROPOSER j A company,person, or entity delivering a timely response to this RFP. G. REQUEST FOR PROPOSAL Herein referred to as RFP. H. SOURCED GOODS A Sourced Good or Open Market Item is a product within the RFP's scope - generally deemed incidental to the total transaction or purchase of contract items -which a member wants to buy under contract from an Awarded Vendor that is not currently available under the Vendor's NJPA contract. I.TIME Periods of time,stated as number of days,shall be in calendar days. J. TOTAL COST OF ACQUISITION The Total Cost of Acquisition for the equipment/products and related services being proposed is the cost of the proposed equipment/products incl related services delivered and operational for its intended purpose in the end-user's location. K.VENDOR A Proposer whose response has been awarded a contract pursuant to this RFP. 3 Page 135 of 577 2 ADVERTISEMENT OF RFP 2,.1 NJPA shall advertise this solicitation: 1)for two consecutive weeks in both the hard copy print and on- line editions of the MINNEAPOLIS STAR TRIBVN1;; 2) once each in Oregon's Daily Journal of Commerce, South Carolina's The State and Utah's Salt lake Ihfibun 3) on a national wire service and website by the MINNEAPOLIS STAR TRIBUNE;4)on NJPA's %vebsite; 5)on other third-party websites deemed appropriate by NJPA. Other third party advertisers may include Onvia, Bidsync, PubliePurchase.com,MERX and Biddingo. 2_2 NJPA also notifies and provides solicitation documentation to each State level procurement departments for possible re-posting of the solicitation within their systems and at their option for future use and to meet specific state requirements. 3 INTRODUCTION A.ABOUT NJPA 3_1 The National Joint Powers Alliance®(NJPA)is a public agency serving as a national municipal contracting agency established under the Service Cooperative statute by Minnesota Legislative Statute §123A.21 with the authority to develop and offer,among other services,cooperative procurement services to its membership. Eligible membership and participation includes states, cities, counties, all government agencies, both public and non-public educational agencies, colleges, universities and non-profit organizations. 3_2 Under the authority of Minnesota state laws and enabling legislation,NJPA facilitates a competitive bidding and contracting process on behalf of the needs of itself and the needs of current and potential member agencies nationally. This process results in national procurement contracts with various Vendors of products/equipment and services which NJPA Member agencies desire to procure. These procurement contracts are created in compliance with applicable Minnesota Municipal Contracting Laws. A complete listing of NJPA cooperative procurement contracts can be found at www.nipacoop.org. 3_3 NJPA is a public agency governed by publicly elected officials that serve as the NJPA Board of Directors.NJPA's Board of Directors calls for all proposals,awards all Contracts,and hosts those resulting Contracts for the benefit of its own and its Members use. 3.3.1 Subject to Approval of the NJPA Board: NJPA contracts are awarded by the action of NJPA Board of Directors. This action is based on the open and competitive bidding process facilitated by NJPA. The evaluation and resulting recommendation is presented to the Board of Directors by the NJPA Proposal Evaluation Committee. 3_4 NJPA currently serves over 50,000 member agencies nationally. Both membership and utilization of NJPA contracts continue to expand, due in part to the increasing acceptance of Cooperative Purchasing throughout the government and education communities nationally. B.JOINT EXERCISE OF POWERS LAWS 3_5 NJPA cooperatively shares those contracts with its Members nationwide through various Joint Exercise of Powers Laws or Cooperative Purchasing Statutes established in Minnesota, other States and Canadian Provinces.The Minnesota Joint Exercise of Powers Law is Minnesota Statute§471.59 which states"Two or more governmental units...may jointly or cooperatively exercise any power common to the contracting parties..." This Minnesota Statute allows NJPA to serve Member agencies located in all other states. Municipal agencies nationally have the ability to participate in cooperative purchasing activities as a result of specific laws of their own state. These laws can be found on our website at http://www.njpacoop.or /ng ational-cooperative-contract-solutions/legal-authority/. i 4 Page 136 of 577 C.WHY RESPOND TO A NATIONAL COOPERATIVE PROCUREMENT CONTRACT 3_6 National Cooperative Procurement Contracts create value for Municipal and Public Agencies,as well as for Vendors of products/equipment and services in a variety of ways: 3.6.1 National cooperative contracts potentially save the time and effort of Municipal and Public Agencies who would have been otherwise charged with soliciting vendor responses to individual RFP's, resulting in individual contracts, to meet the procurement needs of their respective agencies. Considerable time and effort is also potentially saved by the Vendors who would have had to otherwise respond to each of those individual RFPs. A single, nationally advertised RFP, resulting in a single,national cooperative contract can potentially replace thousands of individual RFPs for the same equipment/products/services that might have been otherwise advertised by individual NJPA member agencies. 3.6.2 NJPA contracts offer our Members nationally leveraged volume purchasing discounts. Our contract terms and conditions offer-the opportunity for Vendors to recognize individual member procurement volume commitment through additional volume based contract discounts. 3_7 State laws that permit or encourage cooperative purchasing contracts do so with the belief that cooperative efficiencies will result in lower-prices,better overall value,and considerable time savings. 3_8 The collective purchasing power of thousands of NJPA Member agencies nationwide offers the opportunity for volume pricing discounts. Although no sales or sales volume is guaranteed by an NJPA Contract resulting from this RFP, substantial volume is anticipated and volume pricing is requested and justified. 39 NJPA and its Members desire the best value for their procurement dollar as well as a competitive price. Vendors have the opportunity to display and highlight value added attributes of their company, equipment/products and services without constraints of a typical individual proposal process. D. THE INTENT OF THIS RFP 3.10. National contract awarded by the NJPA Board of Directors: NJPA seeks the most responsive and responsible Vendor relationship(s)to reflect the best interests of NJPA and its Member agencies. Through a competitive proposal and evaluation process,the NJPA Proposal Evaluation Committee reviews and recommends vendors for to award a national contract by the action of the NJPA Board of Directors. NJPA's primary intent is to establish and provide a national cooperative procurement contract which offer opportunities for NJPA and our Member agencies to procure quality product/equipment and services as desired and needed. The contracts will be marketed nationally through a cooperative effort between the awarded vendor(s)and NJPA. Contracts are expected to offer price levels reflective of the potential and collective volume of NJPA and the nationally established NJPA membership base. 3.11 Beyond our primary intent,NJPA further desires to: 3.11.1 Award a four year term contract with a fifth year contract option resulting from this RFP; 3.11.2 Offer and apply any applicable technological advances throughout the term of a contract resulting from this RFP 3.11.3 Deliver "Value Added" aspects of the company, equipment/products and set-vices as defined in the"Proposer's Response"; 5 Page 137 of 577 3.11.4 Deliver wide spectrums of solutions to meet the needs and requirement of NJPA and NJPA Member agencies. 3.11.5 Award an exclusive contract to the most responsive and responsible vendor when it is deemed to be in the best interest of NJPA and the NJPA Member agencies 3.12 Exclusive or Multiple Awards: Based on the goals and scope of this RFP, NJPA is requesting responders to demonstrate their ability to serve the needs of NJPA's national membership. It is NJPA's intent and desire to award a contract to a single exclusive Vendor to serve our membership's needs. To meet the goals of this RFP, NJPA reserves the right to award a Contract to multiple Proposers where the result justifies a multiple award and multiple contracts are deemed to be in the best interests of NJPA Member agencies. 3.13 Non-Manufacturer Awards:NJPA reserves the right to make an award related to this invitation to a non-manufacturer or dealer/distributor if such action is in the best interests of NJPA and its Members. 3.14 Manufacturer as a Proposer:If the Proposer is a Manufacturer or wholesale distributor,the response received will be evaluated on the basis of a response made in conjunction with that Manufacturer's authorized Dealer Network. Unless stated otherwise, a Manufacturer or wholesale distributor Proposer is assumed to have a documented relationship with their Dealer Network where that Dealer Network is informed of,and authorized to accept,purchase orders pursuant to any Contract resulting from this RFP on behalf of the Manufacturer or wholesale distributor Proposer. Any such dealer will be considered a sub- contractor of the Proposer/Vendor. The relationship between the Manufacturer and wholesale distributor Proposer and its Dealer Network may be proposed at the time of the proposed submission if that fact is properly identified. 3.15 Dealer/Re-seller as a Proposer:If the Proposer is a dealer or re-seller of the products and/or services being proposed, the response will be evaluated based on the Proposer's authorization to provide those products and services from their manufacturer. Where appropriate, Proposers must document their authority to offer those products and/or services. E. SCOPE OF THIS RFP 3.16 Scope: The scope of this RFP is to award a contract to a qualifying vendor defined as a manufacturer, provider, or dealer/distributor, established as a Proposer, and deemed responsive and responsible through our open and competitive proposal process. Vendors will be awarded contracts based on the proposal and responders demonstrated ability to meet the expectations of the RFP and demonstrate the overall highest valued solutions which meet and/or exceed the current and future needs and requirements of NJPA and its Member agencies nationally within the scope of INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES,INSTALLATION AND SERVICES . 3.17 Additional Scope Definitions: For purposes of the scope of this solicitation: 3.17.1 In addition to INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES this solicitation should be read to include,but not limited to: 3.17.1.1 N/A 3.17.2 NJPA reserves the right to limit the scope of this solicitation for NJPA and current and potential NJPA member agencies. 6 Page 138 of 577 i 3.18 Overlap of Scope: When considering equipment/products/services, or groups of equipment/ products/services submitted as a part of your response, and whether inclusion of such will fall within a "Scope of Proposal,"please consider the validity of an inverse statement. 3.18.1 For example, pencils and post-it-notes can generally be classified as office supplies and office supplies generally include pencils and post-it-notes. 3.18.2 In contrast, computers (PCs and peripherals) can generally be considered office supplies; however, the scope of office supplies does not generally include computer servers and infrastructure. 3.18.3 In conclusion: With this in mind, individual products and services must be examined individually by NJPA, from time to time and in its sole discretion, to determine their compliance and fall within the original"Scope"as intended by NJPA. 3.19 Best and Most Responsive—Responsible Proposer: It is the intent of NJPA to award a Contract to the best and most responsible and responsive Proposer(s) offering the best overall quality and selection of equipment/products and services meeting the commonly requested specifications of the NJPA and NJPA Members, provided the Proposer's Response has been submitted in accordance with the requirements of this RFP. Qualifying Proposers who are able to anticipate the current and future needs and requirements of NJPA and NJPA member agencies; demonstrate the knowledge of any and all applicable industry standards, laws and regulations; and possess the willingness and ability to distribute, market to and service NJPA Members in all 50 states are preferred. NJPA requests proposers submit their entire product line as it applies and relates to the scope of this RFP. 3.20 Sealed Proposals: NJPA will receive sealed proposal responses to this RFP in accordance with accepted standards set forth in the Minnesota Procurement Code and Uniform Municipal Contracting Law. Awards may be made to responsible and responsive Proposers whose proposals are determined in writing to be the most advantageous to NJPA and its current or qualifying future NJPA Member agencies. 3.21 Use of Contract:Any Contract resulting from this solicitation shall be awarded with the understanding that it is for the sole convenience of NJPA and its Members. NJPA and/or its members reserve the right to obtain like equipment/products and services solely from this contract or from another contract source of their choice or from a contract resulting from their own procurement process. 3.22 Awarded Vendor's interest in a contract resulting from this RFP: Awarded Vendors will be able to offer to NJPA, and current and potential NJPA Members, only those products/equipment and services specifically awarded on their NJPA Awarded Contract(s). Awarded Vendors may not offer as "contract compliant,"products/equipment and services which are not specifically identified and priced in their NJPA Awarded Contract. 3.23 Sole Source of Responsibility-NJPA desires a"Sole Source of Responsibility"Vendor. This means i the Vendor will take sole responsibility for the performance of delivered equipment/products/ services. NJPA also desires sole responsibility with regard to: j 3.23.1 Scope of Equipment/Products/Services:NJPA desires a provider for the broadest possible scope of products/equipment and services being proposed over the largest possible geographic area and to the largest possible cross-section of NJPA current and potential Members. 3.23.2 Vendor use of sub-contractors in sourcing or delivering equipment/product/services: NJPA desires a single source of responsibility for equipment/products and services proposed. Proposers are assumed to have sub-contractor relationships with all organizations and individuals whom are external to the Proposer and are involved in providing or delivering the equipment/products/services being proposed. Vendor assumes all responsibility for the equipment/products/services and actions of any such Sub- Contractor. Suggested Solutions Options include: 7 r Page 139 of 577 i i. 3.24.1 Multiple solutions to the needs of NJPA and NJPA Members are possible. Examples could include: 3 3.24.1.1 Equipment/Products Only Solution: Equipment/Products Only Solution may be appropriate for situations where NJPA or NJPA Members possess the ability, either in- house or through local third party contractors, to properly install and bring to operation those equipment/products being proposed. 3.24.1.2 Turn-Key Solutions: A Turn-Key Solution is a combination of equipment/products and services which provides a single price for equipment/products, delivery,and installation to a properly operating status.Generally this is the most desirable solution as NJPA and NJPA Members may not possess,or desire to engage,personnel with the necessary expertise to complete these tasks internally or through other independent contractors 3.24.1.3 Good, Better, Best: Where appropriate and properly identified, Proposers are invited to offer the CHOICE of good_better best multiple grade solutions to NJPA and NJPA Members' needs. 3.24.1.4 Proven — Accepted — Leading Edge Technology: Where appropriate and properly identified,Proposers are invited to provide an appropriate identified spectrum of technology solutions to compliment or enhance the functionality of the proposed solutions to NJPA and NJPA Members' needs both now and into the future. 3.24.2 If applicable, Contracts will be awarded to Proposer(s) able to deliver a proposal meeting the entire needs of NJPA and its Members within the scope of this RFP. NJPA prefers Proposers submit their complete product line of products and services described in the scope of this RFP. NJPA reserves the right to reject individual, or groupings of specific equipment/products and services proposals as a part of the award. 3.25 Geographic Area to be Proposed: This RFP invites proposals to provide INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES,INSTALLATION AND SERVICES to NJPA and NJPA Members throughout the entire United States and possibly internationally. Proposers will be expected to express willingness to explore service to NJPA Members located abroad;however the lacy of ability to serve Members outside of the United States will not be cause for non-award. The ability and willingness to serve Canada, for instance,will be viewed as a value-added attribute. ! 3.26 Contract Term: At NJPA's option a contract resulting from this RFP will become effective either the date awarded by the NJPA Board of Directors or the day following the expiration date of an existing NJPA procurement contract for the same or similar product/equipment and services. 3.26.1 NJPA is seeking a Contract base term of four years as allowed by Minnesota Contracting Law. Full term is expected. However, one additional one-year renewal/extension may be offered i by NJPA to Vendor beyond the original four year term if NJPA deems such action to be in the best i. interests of NJPA and its Members. NJPA reserves the right to conduct periodic business reviews throughout the terns of the contract. 3.27 Minimum Contract Value: NJPA anticipates considerable activity resulting from this RFP and subsequent award; however, no commitment of any kind is made concerning actual quantities to be acquired. NJPA does not guarantee usage. Usage will depend on the actual needs of the NJPA Members and the value of the awarded contract. 3 1 Page 140 of 577 3.28 Estimated Contract Volume: Estimated quantities and sales volume are based on potential usage by NJPA and NJPA Member agencies nationally. 3.29 Contract Availability: This Contract must be available to all current and potential NJPA Members who choose to utilize this NJPA Contract to include all governmental and public agencies, public and private primary and secondary education agencies, and all non-profit organizations nationally. 3.30 Proposer's Commitment Period: In order to allow NJPA the opportunity to evaluate each proposal thoroughly, NJPA requires any response to this solicitation be valid and irrevocable for ninety (90) days after the date proposals were opened regarding this RFP. F.EXPECTATIONS FOR EQUIPMENT/PRODUCTS AND SERVICES BEING PROPOSED 3.31 Industry Standards: Except as contained herein, the specifications or solutions for this RFP shall be those accepted guidelines set forth by the INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES industry, as they are generally understood and accepted within that industry across the nation. Submitted products/equipment, related services, and their warranties and assurances are required to meet and/or exceed all current,traditional and anticipated needs and requirements of NJPA and its Members. 3.31.1 Deviations from industry standards must be identified by the Proposer and explained how, in their opinion, the equipment/products and services they propose will render equivalent functionality, coverage,performance, and/or related services. Failure to detail all such deviations may comprise sufficient grounds for rejection of the entire proposal. 3.31.2 Technical Descriptions/Specifications.Excessive technical descriptions and specifications which,in the opinion of NJPA unduly enlarge the proposal response may reduce evaluation points awarded on Form G. Proposers must supply sufficient information to: 3.31.2.1 demonstrate the Proposer's knowledge of industry standards; 3.31.2.2 identify the equipment/products and services being proposed; and 3.31.2.3 differentiate equipment/products and services from others. 3.32 New Current Model Equipment/Products: Proposals submitted shall be for new, current model equipment/products and services with the exception of certain close-out products allowed to be offered on the Proposer's"Hot List"described herein. 3.33 Compliance with laws and standards: All items supplied on this Contract shall comply with any current applicable safety or regulatory standards or codes. 3.34 Delivered and operational: Products/equipment offered herein are to be proposed based upon being delivered and operational at the NJPA Member's site. Exceptions to "delivered and operational"must be explicitly disclosed in the"Total Cost of Acquisition"section of your proposal response. 3.35 Warranty: The Proposer warrants that all products,equipment,supplies,and services delivered under this Contract shall be covered by the industry standard or better warranty. All products and equipment should carry a minimum industry standard manufacturer's warranty that includes materials and labor. The Proposer has the primary responsibility to submit product specific warranty as required and accepted by industry standards. Dealer/Distributors agree to assist the purchaser in reaching a solution in a dispute over warranty's terms with the manufacturer.Any manufacturer's warranty which is effective past the expiration of the warranty will be passed on to the NJPA member. Failure to submit a minimum warranty may result in non-award. 9 Page 141 of 577 3.36 Additional Warrants: The Proposer warrants all products/equipment and related services furnished hereunder will be free from liens and encumbrances; defects in design, materials, and workmanship; and will conform in all respects to the terns of this RFP including any specifications or standards. In addition, Proposer/Vendor warrants the products/equipment and related services are suitable for and will perform in accordance with the ordinary use for which they are intended. G.SOLUTIONS BASED SOLICITATION 3.37 NJPA solicitations and contract process will not offer specific specifications for proposers to meet or base your response on. This RFP is a"Solutions Based Solicitation." This means the proposers are asked to understand and anticipate the current and future needs of NJPA and the nationally located NJPA membership base,within the scope of this RFP,and including specifications commonly desired or required by law or industry standards.Your proposal will be evaluated in part on your demonstrated ability to meet or exceed the needs and requirements of NJPA and our member agencies within the defined scope of this RFP. 3.38 NJPA does not typically provide product and service specifications; rather NJPA is requesting an industry standard or accepted specification for the requested product/equipment and services. Where specific line items are specified,those line items should be considered the minimum which can be expanded by the Proposer to deliver the Proposer's"Solution"to NJPA and NJPA Members' needs. 4 INSTRUCTIONS FOR PREPARING YOUR PROPOSAL A.INQUIRY PERIOD 4_1 The inquiry period shall begin at the date of first advertisement and continue to the "Deadline for Requests." RFP packages shall be distributed to Potential Bidders during the inquiry period. The purpose for the defined "Inquiry Period" is to ensure proposers have enough time to complete and deliver the proposal to our office. B.PRE-PROPOSAL CONFERENCE 4_2 A non-mandatory pre-proposal conference will be held at the date and time specified in the time line on page one of this RFP.Conference call and web connection information will be sent to all Potential Proposers through the same means employed in their inquiry.The purpose of this conference call is to allow Potential Proposers to ask questions regarding this RFP and hear answers to their own questions and the questions of other Potential Proposers. Only answers issued in writing by NJPA to questions asked before or during the Pre-proposal Conference shall be considered binding. C. IDENTIFICATION OF KEY PERSONNEL 4_3 Vendor will designate one senior staff individual who will represent the awarded Vendor to NJPA. This contact person will correspond with members for technical assistance,questions or problems that may arise including instructions regarding different contacts for different geographical areas as needed. 4_4 Individuals should also be identified (if applicable) as the primary contacts for the contents of this proposal,marketing,sales, and any other area deemed essential by the Proposer. D. PROPOSER'S EXCEPTIONS TO TERMS AND CONDITIONS 4.5 Any exceptions,deviations,or contingencies a Proposer may have to the terms and conditions contained herein must be documented on Form C. 10 Page 142 of 577 4_6 Exceptions, deviations or contingencies stipulated in Proposer's Response,while possibly necessary in the view of the Proposer,may result in disqualification of a Proposal Response. E.PROPOSAL FORMAT 4_7 It is the responsibility of all Proposers to examine the entire RFP package, to seek clarification of any item or requirement that may not be clear and to check all responses for accuracy before submitting a Proposal. Negligence in preparing a Proposal confers no right of withdrawal after the deadline for submission of proposals. 4_8 All proposals must be properly labeled and sent to"The National Joint Powers Alliance®,202 12th ST NE Staples,MN 56479." 4_9 Format for proposal response: All proposals must be physically delivered to NJPA at the above address in the following form and with all required hard copy documents and signature forms/pages inserted as loose pages at the front of the Vendor's response: 4.9.1 Hard copy original signed,completed,and dated forms C,D,F and hard copy signed signature page only from forms A and P from this RFP; 4.9.2 Hard copies of all addenda issued for the RFP with original counter signed by the Proposer; 4.9.3 Hardy copy of Certificate of Insurance verifying the coverage identified in this RFP;and 4.9.4 A complete copy of your response on a CD (Compact Disc) or flash drive. The copy shall contain completed Forms A, B, C, D, F & P, your statement of products and pricing (including apparent discount) together with all appropriate attachments. Everything you send with your hard copy should also be included in the electronic copy. As a public agency,NJPA proposals,responses and awarded contracts are a matter of public record, except for that data included in the proposals, responses and awarded contracts that is classified as nonpublic; thus, pursuant to statute, NJPA policies and RFP terms and conditions, all documentation,except for that data which is nonpublic is available for review by the public through a public records request. If you wish to request that certain information that falls within Minnesota Statute §13.37 be redacted, such request must be made within thirty-days of award/non-award. 4.10 All Proposal forms must be submitted in English and be legible. All appropriate forms must be executed by an authorized signatory of the Proposer.Blue ink is preferred for signatures. 4.11 Proposal submissions should be submitted using the electronic forms provided. If a Proposer chooses to use alternative documents for their response,the Proposer will be responsible for ensuring the content is effectively equal to the NJPA form and the document is in a format readable by NJPA. 4.12 It is the responsibility of the Proposer to be certain the proposal submittal is in the physical possession of NJPA on or prior to the deadline for submission of proposals. 4.12.1 Proposals must be submitted in a sealed envelope or box properly addressed to NJPA and prominently identifying the proposal number, proposal category name, the message "Hold for Proposal Opening", and the deadline for proposal submission. NJPA cannot be responsible for late receipt of proposals. Proposals received by the correct deadline for proposal submission will be opened and the name of each Proposer and other appropriate information will be publicly read. 4.13 Corrections,erasures,and interlineations on a Proposer's Response must be initialed by the authorized signer in original ink on all copies to be considered. 11 Page 143 of 577 4.14 Addendums to the RFP: The Proposer is responsible for ensuring receipt of all addendums to this RFP. 4.14.1 Proposer's are responsible for checking directly with the NJPA website for addendums to this RFP. 4.14.2 Addendums to this RFP can change terms and conditions of the RFP including the deadline for submission of proposals. F. QUESTIONS AND ANSWERS ABOUT THIS RFP 4.15 Upon examination of this RFP document, Proposer shall promptly notify NJPA of any ambiguity, inconsistency, or error they may discover. Interpretations, corrections and changes to this RFP will be made by NJPA through addendum. Interpretations,corrections, or changes made in any other manner will not be binding and Proposer shall not rely upon such. 4.16 Submit all questions about this RFP, in writing, referencing INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES to Maureen Knight,NJPA 202 12th Street NE, Staples, MN 56479 or RFP@njpacoop.org. Those not having access to the Internet may call Maureen Knight at(218)895-4114. Requests for additional information or interpretation of instructions to Proposers or technical specifications shall also be addressed to Maureen Knight. NJPA urges Potential Proposers to communicate all concerns well in advance of the deadline to avoid misunderstandings. Questions received less than seven (7) days ending at 4:00 p.m. Central Time of the seventh (7"') calendar day prior to proposal due-date cannot be answered; however, communications permitted include: NJPA issued addenda or potential Vendor withdrawal of their response prior to RFP submission deadline. 4.17 If the answer to a question is deemed by NJPA to have a material impact on other potential proposers or the RFP itself,the answer to the question will become an addendum to this RFP. 4.18 If the answer to a question is deemed by NJPA to be a clarification of existing terms and conditions and does not have a material impact on other potential proposers or the RFP itself,no further documentation of that question is required. 4.19 As used in this solicitation,clarification means communication with a Potential Proposer for the sole purpose of eliminating minor irregularities, informalities,or apparent clerical mistakes in the RFP. 4.20 Addenda are written instruments issued by NJPA that modify or interpret the RFP. All addenda issued by NJPA shall become a part of the RFP. Addenda will be delivered to all Potential Proposers using the same method of delivery of the original RFP material. NJPA accepts no liability in connection with the delivery of said materials. Copies of addenda will also be made available on the NJPA website at www.n'pacoop.org by clicking on "Current and Pending Solicitations" and from the NJPA offices. No questions will be accepted by NJPA later than seven(7) days prior to the deadline for receipt of proposals, except Each Potential Proposer shall ascertain prior to submitting a Proposal that it has received all addenda issued,and the Proposer shall acknowledge their receipt in its Proposal Response. 4.21 An amendment to a submitted proposal must be in writing and delivered to NJPA no later than the time specified for opening of all proposals. G. MODIFICATION OR WITHDRAWAL OF A SUBMITTED PROPOSAL 4.22 A submitted proposal may not be modified,withdrawn or cancelled by the Proposer for a period of ninety (90) days following the date proposals were opened. Prior to the deadline for submission of proposals, any proposal submitted may be modified or withdrawn by notice to the NJPA Contracts and Compliance Manager. Such notice shall be submitted in writing and include the signature of the Proposer and shall be delivered to NJPA prior to the deadline for submission of proposals and it shall be so worded 12 Page 144 of 577 as not to reveal the content of the original proposal. However,the original proposal shall not be physically returned to the Potential Proposer until after the official proposal opening. Withdrawn proposals may be resubmitted up to the time designated for the receipt of the proposals if they are then fully in conformance with the Instructions to Proposer. 4.23 Examples of Value Added Attributes: Value-Added attributes, products and services are items offered in addition to the products and services being proposed which adds value to those items being proposed. The availability of a contract for maintenance or service after the initial sale, installation, and set-up may, for instance,be"Value Added Services"for products where a typical buyer may not have the ability to perform these functions. The opportunity to indicate value added dimensions and such advancements will be available in the Proposer's Questionnaire and Proposer's product and service submittal. 4.24 Value added equipment/products and services and expanded services, as they relate to this RFP,will be given positive consideration in the award selection. Consideration will be given to an expanded selection of INDOOR-OUTDOOR ATHLETIC SI iRFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES,INSTALLATION AND SERVICES and advances to provide equipment/products/services or supplies meeting and/or exceeding today's industry standards and expectations.A value add would include a program or service that further serves the members needs above and possibly beyond standard expectation and complements the equipment/products/services and training. Value added could include areas of equipment, product and service, sales, ordering, delivery, performance, maintenance, technology, and service that furthers the functionality and effectiveness of the procurement process while remaining within the scope of this RFP. 4.25 Minority, Small Business, and Women Business Enterprise (WMBE) participation: It is the policy of some NJPA Members to involve Minority,Small Business,and WMBE contractors in the process to purchase equipment/products and related services. Vendors should document WMBE status for their organization AND any such status of their affiliates (i.e. Supplier networks) involved in carrying out the activities invited. The ability of a Proposer to provide "Credits" to NJPA and NJPA Members in these subject areas, either individually or through related entities involved in the transaction, will be evaluated positively by NJPA and reflected in the "value added" area of the evaluation. NJPA is committed to facilitatirn�the realization of such"Credits"through certain structuring techniques for transactions resulting from this tZFP. 4.26 Environmentally Preferred Purchasing Opportunities: There is a growing trend among NJPA Members to consider the environmental impact of the equipment/products and related services they purchase. "Green" characteristics demonstrated by responding companies will be evaluated positively by NJPA and reflected in the"value added" area of the evaluation. Please identify any Green characteristics of the equipment/products and related services in your proposal and identify the sanctioning body determining that characteristic. Where appropriate, please indicate which products have been certified as "green"and by which certifying agency. 4.27 On-Line Requisitioning systems: When applicable,on-line requisitioning systems will be viewed as a value-added characteristic. Proposer shall include documentation about user interfaces that make on-line ordering easy for NJPA Members as well as the ability to punch-out from mainstream e-Procurement or Enterprise Resource Planning(ERP)systems that NJPA Members may currently utilize. 4.28 Financing:The ability of the Proposer to provide financing options for the products and services being proposed will be viewed as a Value Added Attribute. H. PROPOSAL OPENING PROCEDURE 4.29 Sealed and properly identified Proposer's Responses for this RFP entitled INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES,INSTALLATION AND SERVICES will be received by Maureen Knight, Contracts and Compliance Manager, at NJPA 13 Page 145 of 577 Offices, 202 12th Street NE, Staples, MN 56479 until the deadline for receipt of, and proposal opening identified on page one of this RFP. We document the receipt by using an atomic clock; an NJPA employee electronically time and date stamps all Proposals immediately upon receipt. The NJPA Director of Contracts and Marketing, or Representative from the NJPA Proposal Evaluation Committee, will then read the Proposer's names aloud. A summary of the responses to this RFP will be made available for public inspection in the NJPA office in Staples, MN. A letter or e-mail request is required to receive a complete RFP package. Send or communicate all requests to the attention of Maureen Knight 202 12th Street Northeast Staples,MN 56479 or RFP@njpacoop.org to receive a complete copy of this RFP.Method of delivery needs to be indicated in the request; an email address is required for electronic transmission. Oral,facsimile,telephone or telegraphic Proposal Submissions or requests for this RFP are invalid and will not receive consideration. All Proposal Responses must be submitted in a sealed package. The outside of the package shall plainly identify INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES. To avoid premature opening, it is the responsibility of the Proposer to label the Proposal Response properly. I. NJPA'S RIGHTS RESERVED 4.30.1 Reject any and all Proposals received in response to this RFP; 4.30.2 Disqualify any Proposer whose conduct or Proposal fails to conform to the requirements of this RFP; 4.30.3 Have unlimited rights to duplicate all materials submitted for purposes of RFP evaluation, and duplicate all public information in response to data requests regarding the Proposal; 4.30.4 Consider a late modification of a Proposal if the Proposal itself was submitted on time and if the modifications were requested by NJPA and the modifications make the terms of the Proposal more favorable to NJPA,and accept such Proposal as modified; 4.30.5 At its sole discretion,reserve the right to waive any non-material deviations from the requirements and procedures of this RFP; 4.30.6 Extend the Contract,in increments determined by NJPA,not to exceed a total contract term of five years; and 4.30.7 Cancel the Request for Proposal at any time and for any reason with no cost or penalty to NJPA. 4.30.8 Correct or amend the RFP at any time with no cost or penalty to NJPA. If NJPA should correct or amend any segment of the RFP after submission of Proposals and prior to announcement of the Awarded Vendor, all Proposers will be afforded ample opportunity to revise their Proposal to accommodate the RFP amendment and the dates for submission of revised Proposals announced at that time.NJPA will not be liable for any errors in the RFP or other responses related to the RFP. 4.30.9 Extend proposal due dates. 5 PRICING 5_1 NJPA requests Potential Proposers respond to this RFP only if they are able to offer a wide array of equipment/products and services and at prices lower and better value than what they would ordinarily offer to single government agency,larger school district,or regional cooperative. 5_2 RFP is an Indefinite Quantity Equipment/Products and Related Service Price and Program Request with potential national sales distribution and service. If Proposer's solution requires additional supporting documentation, describe where it can be found in your submission. If Proposer offers the solution in an 14 Page 146 of 577 alternative fashion, describe your solution to be easily understood. All pricing must be copied on a CD or thumb drive along with other requested information as a part of a Proposer's Response. 5_3 Regardless of the payment method selected by NJPA or NJPA Member,a total cost associated with any purchase option of the equipment/products and services and being supplied must always be disclosed at the time of purchase. 5_4 All Proposers will be required to submit"Primary Pricing" in the form of either"Line-Item Pricing," or"Percentage Discount from Catalog Pricing,"or a combination of these pricing strategies. Proposers are also encouraged to offer OPTIONAL pricing strategies such as but not limited to "Hot List," "Sourced Product/Equipment" and "Volume Discounts," as well as financing options such as leasing. All pricing documents should include an effective date, preferably in the top right corner of the first page of each pricing document. A.LINE-ITEM PRICING 5_5 A pricing format where specific individual products and/or services are offered at specific individual Contract prices. Products/equipment and/or related services are individually priced and described by characteristics such as manufacture name, stock or part number, size, or functionality. This method of pricing offers the least amount of confusion as products/equipment and prices are individually identified however, Proposers with a large number of products/equipment to propose may find this method cumbersome. In these situations,a percentage discount from catalog or category pricing model may make more sense and increase the clarity of the contract pricing format. 5_6 All Line-Item Pricing items must be numbered, organized, sectioned, including SKU's (when applicable)and easily understood by the Evaluation Committee and members. 5_7 Submit Line-Item Pricing items in an Excel spreadsheet format and include all appropriate identification information necessary to discern the line item from other line items in each Responder's proposal. 5_8 The purpose for a searchable excel spreadsheet format for Line-Item Pricing is to be able to quickly find any particular item of interest. For that reason,Proposers are responsible for providing the appropriate product and service identification information along with the pricing int'Ormation which is typically found on an invoice or price quote for such products/equipment and related services. 5_9 All products/equipment and related services typically appearing on an invoice or price quote must be individually priced and identified on the line-item price sheet, including any and all ancillary costs. 5.10 Proposers are asked to provide both a published"List"price as well as a"Proposed Contract Price"in their pricing matrix. Published List price will be the standard"quantity of one"price currently available to government and educational customers excluding cooperative and volume discounts. B.PERCENTAGE DISCOUNT FROM CATALOG OR CATEGORY 5.11 A specific percentage discount from a Catalog or List price"defined as a published Manufacturer's Suggested Retail Price(MSRP)for the products/equipment or related services being proposed. 5.12 Individualized percentage discounts can be applied to any number of defined product groupings. 5.13 A Percentage Discount from MSRP may be applied to all elements identified in MSRP including all Manufacturer Options applicable to the equipment/products or related services. 5.14 When a Proposer elects to use "Percentage Discount from Catalog or Category," Proposer will be responsible for providing and maintaining current published MSRP with NJPA and must be included in their proposal and provided throughout the term of any Contract resulting from this RFP. 15 Page 147 of 577 C. COST PLUS A PERCENTAGE OF COST 5.15 Cost plus a percentage of cost as a primary pricing mechanism is not desirable. D. HOT LIST PRICING 5.16 Where applicable,a Vendor may opt to offer a specific selection of products/services,defined as Hot List pricing at greater discounts or related advantages than those listed in the standard Contract pricing. All product/service pricing,including the Hot List Pricing,must be submitted electronically provided in Excel format. Hot List pricing must be submitted in a Line-Item format.Equipment/products and related services may be added or removed from the "Hot List" at any time through an NJPA Price and Product Change Form. 5.17 Hot List program and pricing when applicable may also be used to discount and liquidate close-out and discontinued equipment/products and related services as long as those close-out and discontinued items are clearly labeled as such. Current ordering process and administrative fees apply. This option must be published and made available to all NJPA Members. E.CEILING PRICE 5.18 Proposal pricing is to be established as a ceiling price. At no time may the proposed equipment/products and related services be offered pursuant to this Contract at prices above this ceiling price without request and approval by NJPA. Contract prices may be reduced to allow for volume considerations and commitments and to meet the specific and unique needs of an NJPA Member. 5.19 Allowable specific needs may include competitive situations,certain purchase volume commitments or the creation of custom programs based on the individual needs of NJPA Members. F. VOLUME PRICE DISCOUNTS/ADDITIONAL QUANTITIES 5.20 Proposers are free to offer volume commitment discounts from the contract pricing documented in a Contract resulting from this RFP. Volume considerations shall be determined between the Vendor and individual NJPA Members on a case-by-case basis. 5.21 Nothing in this Contract establishes a favored member relationship between the NJPA or any NJPA Member and the Vendor. The Vendor will,upon request by NJPA Member,extend this same reduced price offered or delivered to another NJPA Member provided the same or similar volume commitment, specific needs, terms, and conditions, a similar time frame, seasonal considerations, locations, competitively situations and provided the same manufacturer support is available to the Vendor. 5.22 All price adjustments are to be offered equally to all NJPA Members exhibiting the same or substantially similar characteristics such as purchase volume commitments, and timing including the availability of special pricing from the Vendor's suppliers. 5.23 The contract awarded vendor will accept orders for additional quantities at the same prices, terms and conditions,providing the NJPA Member exercises the option before a specific date,mutually agreed upon between member and contract awarded vendor at time of original purchase order. Any extension(s) of pricing beyond the specific date shall be upon mutual consent between the NJPA Member and the contract awarded vendor. G.TOTAL COST OF ACQUISITION 5.24 The Total Cost of Acquisition for the equipment/products and related services being proposed, including those payable by NJPA Members to either the Proposer or a third party is the cost of the proposed 16 Page 148 of 577 equipment/products product/equipment and related services delivered and operational for its intended purpose in the end-user's location. For example,if you are proposing equipment/products FOB Proposer's dock., your proposal should identify your deviation from the "Total Cost of Acquisition" of contracted equipment/products. The Proposal should reflect that the "contract does not provide for delivery beyond Proposer's dock, nor any set-up activities or costs associated with those delivery or set-up activities." In contrast, proposed terms including all costs for product/equipment and services delivered and operational at to the end-user's location would require a disclosure of"None." H. SOURCED PRODUCT/EQUIPMENT/OPEN MARKET ITEMS 5.25 A Sourced Good or an Open Market Item is a product that a member wants to buy under contract that is not currently available under the Vendor's NJPA contract. This method of procurement can be satisfied through a contract sourcing process. Sourcing options serve to provide a more complete contract solution to meet our members' needs. Sourced items are generally deemed incidental to the total transaction or purchase of contract items. 5.26 NJPA or NJPA Members may request product/equipment and/or related services that are within the related scope of this RFP,which are not included in an awarded Vendor's line-item product/equipment and related service list or catalog.These items are known as Sourced Product/Equipment or Open Market Items. 5.27 An awarded Vendor resulting from this RFP may"Source" equipment/products and related services for NJPA or an NJPA Member to the extent they: 5.27.1 Identify all such equipment, products and services as "Sourced Products/Equipment " or "Open Market Items" on any quotation issued in reference to an NJPA awarded contract, and provided to either NJPA or an NJPA Member; and 5.27.2 Follow all applicable acquisition regulations pertaining to the purchase of such equipment, products and services,as defined by NJPA or NJPA Member receiving quotation from Vendor;and 5.27.3 Ensure NJPA or the NJPA Member has determined the prices as quoted by the Vendor for such equipment,products and services are deemed to be fair and reasonable and are acceptable to the member/buyer;and 5.27.4 Identify all product/equipment sourced as a part of an NJPA contract purchase with all required NJPA reporting and fees applying. 5.28 Cost plus a percentage is an option in pricing of sourced goods. 1. PRODUCT&PRICE CHANGES 5.29 Requests for equipment/products or service changes,additions or deletions will be allowed at any time throughout the awarded contract term. All requests must be made in written format by completing the NJPA Price and Product Change Request Form (located at the end of this RFP and on the NJPA website) and signature of an authorized Vendor employee. All changes are subject to review and approval by the NJPA Contracts & Compliance Manager, signed in acceptance by the NJPA Executive Director and acknowledged by the NJPA Contract Council. Submit request via email to your Contract Manager and PandP@njpacoop.org. 5.30 NJPA's due diligence in analyzing any request for change is to determine if approval of the request is: 1) within the scope of the original RFP and 2) in the "Best Interests of NJPA and NJPA Members." A signed Price and Product Change form will be returned to vendor contact via email. 5.31 Vendor must complete this change request form and individually list or attach all items or services subject to change,provide sufficiently detailed explanation and documentation for the change,and include I 17 Page 149 of 577 E f f r a compete restatement of pricing document in appropriate format(preferably Excel). The pricing document i. must identify all equipment/products and services being offered and must conform to the following NJPA product/price change naming convention: (Vendor Name) (NJPA Contract#) (effective pricing date); for example,"COMPANY 012411-CPY eff 02-122013." 5.32 New pricing restatement must include all equipment/products and services offered regardless of whether their prices have changed and include a new "effective date" on the pricing documents. This requirement reduces confusion by providing a single, current pricing sheet for each vendor and creates a historical record of pricing. 5.33 ADDITIONS. New equipment/products and related services may be added to a contract if such additions are within the scope of the RFP.New equipment/products and related services may be added to a Contract resulting from this RFP at any time during that Contract to the extent those equipment/products and related services are within the scope of this RFP. Those requests are subject to review and approval of NJPA. Allowable new equipment/products and related services generally include new updated models of equipment/products and related services and or enhanced services previously offered which could reflect new technology and improved functionality. 5.34 DELETIONS. New equipment/products and related services may be deleted from a contract if an item or service is no longer available and thus not relevant to the contract; for example,discontinued,improved, etc. 5.35 PRICE CHANGES: Request prices changes in general terms along with the justification by product category for the change; for example, a 3% increase in XYZ Product Line is due to a 3% increase in petroleum, or this list of SKUs/product descriptions is increasing X%due to X% increase in cost of raw materials. 5.35.1 Price decreases: NJPA expects Vendors to propose their very best prices and anticipates price reductions are due to advancement of technologies and market place efficiencies. 5.35.2 Price increases: Typical acceptable increase requests include increases to Vendor input costs such as petroleum or other applicable commodities, increases in product utility of new compared to old equipment/product or service,etc. Vendor must include reasonable documentation for the claims cited in their request along with detailed justification for why the increase is needed. Special details for price changes must be included with the request along with both current and proposed pricing. Appropriate documentation should be attached to this form, including letters frorn suppliers announcing price increases. Price increases will not exceed industry standard. 5.36 Submit the following documentation to request a pricing change: 5.36.1 Signed NJPA Price and Product Change Form I. i. 5.36.2 Single Statement of Pricing Excel spreadsheet identifying all equipment/products and services being offered and their pricing. Each complete pricing list will be identified by its "Effective Date." Each successive price listing identified by its "Effective Date" will create a "Product and Price History"for the Contract. Each subsequent pricing update will be saved using the naming convention of"(Vendor Name)pricing effective XX/XX/XXXX." 5.36.2.1 Include all equipment/products and services regardless of whether their prices i have changed. By observing this convention we will: 5.36.2.1.1 Reduce confusion by providing a single, easy to find, current pricing sheet for each Vendor. 5.36.2.1.2 Create a historical r'ecor'd of pricing. 18 Page 150 of 577 5.37 NJPA reserves the right to review additional catalogs being proposed as additions or replacements to determine if the represented products and services reflect and relate to the scope of this RFP. Each new catalog received may have the effect of adding new product offerings and deleting products no longer carried by the Vendor. New catalogs shall apply to the Contract only upon approval of the NJPA. Non- approved use of catalogs may result in termination for convenience. New price lists or catalogs found to be offering non-contract items during the Contract may be grounds for terminating the Contract for convenience. 5.38 Proposers representing multiple manufacturers, or carrying multiple related product lines may also request the addition of new manufacturers or product lines to their Contract to the extent they remain within the scope of this RFP. 5.39 Proposers may use the multiple tabs available in an Excel workbook to separately list logical product groupings or to separately list product and service pricing as they see fit. 5.40 All equipment/products and services together with their pricing, whether changed within the request or remaining unchanged, will be stated on each "Pricing" sheet created as a result of each request for product, service,or pricing change. 5.41 Each subsequent "Single Statement of Product and Pricing" will be archived by its effective date therefore creating a product and price history for any Contract resulting from this RFP. Proposers are required to create a historical record of pricing annually by submitting updated pricing referred to as a "Single Statement of Product/Equipment and Related Services Contract Price Update".This pricing update is required at a minimum of once per contract year. J.PAYMENT TERMS f 5.42 Payment terms will be defined by the Proposer-in the Proposer's Response.Proposers are encouraged to offer payment terms through P Card services if applicable. 5.43 If applicable, identify any leasing programs available to NJPA and NJPA Members as part of your proposal. Proposers should submit an example of the lease agreement to be used and should identify: 5.43.1 General leasing terms such as: 5.43.1.1 The percentage adjustment over/under an index rate used in calculating the internal rate of return for the lease;and 5.43.1.2 The index rate being adjusted; and 5.43.1.3 The"Purchase Option"at lease maturity($1,or fair market value); and 5.43.1.4 The available term in months of lease(s)available. 5.43.2 Leasing company information such as: 5.43.2.1 The name and address of the leasing company; and 5.43.2.2 Any ownership,common ownership,or control between the Proposer and the Leasing Company. K. SALES TAX 19 Page 151 of 577 5.44 Sales and other taxes shall not be included in the prices quoted. Vendor will charge state and local sales and other taxes on items for which a valid tax exemption certification has not been provided. Each NJPA Member is responsible for providing verification of tax exempt status to the Vendor.When ordering, NJPA Members must indicate that they are tax exempt entities. Except as set forth herein, no party shall be responsible for taxes imposed on another party as a result of or arising from the transactions contemplated by a Contract resulting from this RFP. L. SHIPPING 5.45 NJPA desires an attractive freight program. A shipping program for material only proposals, or sections of proposals, must be defined as a part of the cost of equipment/products. If shipping is charged to NJPA or NJPA Member,only the actual cost of delivery may be added to an invoice. Shipping charges calculated as a percentage of the product price may not be used, unless such charges are lower than actual delivery charges. COD orders will be accepted if both parties agree. It is desired that delivery be made within ninety-days(90)of receipt of the Purchase Order. 5.46 Selection of a carrier for shipment or expedited shipping will be the option of the party paying for said shipping. Use of another carrier will be at the expense of the party who requested. 5.47 Proposers must define their shipping programs for Alaska and Hawaii and any location not served by conventional shipping services. Over-size and over-weight items and shipments may be subject to custom freight programs. 5.48 All shipping and re-stocking fees must be identified in the price program. Certain industries providing made to order product/equipment may not allow returns. Proposers will be evaluated based on the relative flexibility extended to NJPA and NJPA Members relating to those subjects. 5.49 Proposer agrees shipping errors will be at the expense of the Vendor. 5.50 Delivery effectiveness is very important aspect of this Contract. If completed deliveries are not made at the time agreed,NJPA or NJPA Member reserves the right to cancel and purchase elsewhere and hold Vendor accountable. If delivery dates cannot be met,Vendor agrees to advise NJPA or NJPA Member of the earliest possible shipping date for acceptance by NJPA or NJPA Member. 5.51 Delivered products/equipment must be properly packaged. Damaged equipment/products will not be accepted, or if the damage is not readily apparent at the time of delivery,the equipment/products shall be returned at ao cost to NJPA or NJPA Member. NJPA and NJPA Members reserve the right to inspect the equipment/products at a reasonable time subsequent to delivery where circumstances or conditions prevent effective inspection of the equipment/products at the time of delivery. 5.52 Vendor shall deliver Contract conforming products/equipment in each shipment and may not substitute products/equipment without approval from NJPA or the NJPA Member. i 5.53 NJPA reserves the right to declare a breach of Contract if the Vendor intentionally delivers substandard or inferior equipment/products which are not under Contract and described in its paper or electronic price lists or sourced upon request to any member under this Contract. In the event of the delivery of non- conforming equipment/products,NJPA Member will notify the Vendor as soon as possible and the Vendor will replace non-conforming equipment/products with conforming equipment/products acceptable to the NJPA member. 5.54 Throughout the term of the Contract, Proposer agrees to pay for return shipment on equipmentiproducts that arrives in a delcctive or inoperable condition.Proposer must arrange for the return shipmentol'damagcd cquiprntent/products. 20 Page 152 of 577 5.55 Vendor may not substitute equipment/products unless agreed to by both parties. 5.56 Unless contrary to other parts of this solicitation, if the product/equipment or the tender of delivery fail in any respect to conform to this Contract, the purchasing member may: 1) reject the whole, 2) accept the whole or 3)accept any commercial unit or units and reject the rest. 6 EVALUATION OF PROPOSALS A.PROPOSAL EVALUATION PROCESS 6_1 The NJPA Proposal Evaluation Committee will evaluate proposals received based on a 1,000 point evaluation system. The Committee establishes both the evaluation criteria and designates the relative importance of those criteria by assigning possible scores for each category on Form G of this RFP. 6_2 NJPA shall use a final overall scoring system to include consideration for best price and cost evaluation. NJPA reserves the right to assign any number of point awards or penalties it considers warranted if a Proposer stipulates exceptions, exclusions, or limitations of liabilities. Strong consideration will be given to the best price as it relates to the quality of the product and service. However,price is ultimately only one of the factors taken into consideration in the evaluation and award. 6_3 Responses will be evaluated first for responsiveness and thereafter for content. The NJPA Board of Directors will make awards to the selected Proposer(s) based on the recommendations of the Proposal Evaluation Committee. To qualify for the final evaluation,a Proposer must have been deemed responsive as a result of the criteria set forth under"Proposer Responsiveness." B.PROPOSER RESPONSIVENESS 6_4 All responses are evaluated for level one and level two responsiveness. If a response does not reasonably and substantially conform to all the terms and conditions in the solicitation or it requests unreasonable exceptions, it may be considered non-responsive. 6_5 All proposals must contain answers or responses to the information requested in the proposal forms. The following items constitute the test for"Level One Responsiveness"and are determined on the proposal opening date. If these are not received, your response may be disqualified as non-responsive. 6_6 Level One Responsiveness includes: 6.6.1 received prior to the deadline for submission or it will be returned unopened; 6.6.2 properly addressed and identified as a sealed proposal with a specific opening date and time; 6.6.3 pricing document (with apparent discounts), sample certificate of liability insurance and all forms fully completed even if "not applicable"is the answer; 6.6.4 original signed,completed and dated RFP forms C,D, and F hard copy signed signature page Only from forms A and P from this RFP and if applicable,all counter signed addenda issued in relation to this RFP; 6.6.5 an electronic copy(CD or flash drive)of the entire response; and 6.6.6 falls within the scope as determined by the NJPAs Proposal Evaluation Committee. 6_7"Level Two'responsiveness is determined through the evaluation of the remaining items listed under Proposal Evaluation Criteria below. These items are not arranged in order of importance and each item 21 Page 153 of 577 may encompass multiple areas of information requested. Any questions not answered will result in a loss of points from relevant Form G criteria and may lead to non-award if too many areas are unanswered resulting in the inability for evaluation team to effectively review your response. C. PROPOSAL EVALUATION CRITERIA 6_8 Evaluation Criteria:Forms A and P includes a series of questions encompassing,but not limited to,the following categories: 6.8.1 Company Information&Financial Strength 6.8.2 Industry Requirements&Marketplace Success 6.8.3 Ability to Sell&Deliver Service Nationwide 6.8.4 Marketing Plan 6.8.5 Other Cooperative Procurement Contracts 6.8.6 Value Added Attributes 6.8.7 Payment Terms&Financing Options 1 6.8.8 Warranty 6.8.9 Equipment/Products/Services 6.8.10 Pricing&Delivery 6.8.11 Industry Specific Items 6_9 Evaluation of each Proposer's Response will take into consideration as a minimum response but not necessarily limited to these items. D. OTHER CONSIDERATION 6.10 The Proposer is required to have extensive knowledge and at least three (3)years of experience with the related activities surrounding the selling of the equipment/products and/or related services. 6.11 NJPA reserves the right to accept or reject newly formed companies solely based on information provided in the proposal and/or its own investigation of the company. 6.12 If a manufacturer or supplier chooses not to produce or supply a full selection and representation of product/equipment and related services it has available which fall within the scope of this RFP,such action will be considered sufficient cause to reduce evaluation points. 6.13 NJPA reserves the right to request and test equipment/products and related services from the apparent successful Proposer. Prior to the award of the Contract, the apparent successful Proposer, if requested by NJPA, shall furnish current information and data regarding the Proposer's resources, personnel, and organization within three(3)days. 6.14 Past performance information is relevant information regarding a Proposer's actions under previously awarded contracts to schools,local,state,and governmental agencies and non-profit agencies. It includes the Proposer's record of conforming to specifications and standards of good workmanship. The Proposer's history for reasonable and cooperative behavior and commitment to member satisfaction shall be under evaluation. Ultimately, Past Performance Information can be defined as the Proposer's businesslike concern for the interests of the NJPA Member. 6.15 NJPA shall reserve the right to reject any or all proposals. 22 Page 154 of 577 E.COST COMPARISON 6.16 NJPA uses a variety of evaluation methodologies, including but not limited to a cost comparison of specific and deemed to be like cyuipment/products.NJPA reserves the right to use this process in the event the Proposal Evaluation Commiuce feels it is necessary to make a final determination. 6.17 This process will be based on a point system with points being awarded for being low to high Proposer for each cost evaluation item selected. A "Market Basket" of identical (or substantially similar) equipment/products and related services may be selected by the NJPA Evaluation Committee and the unit cost will be used as a basis for determining the point value. The"Market Basket"will be selected by NJPA from all product categories as determined appropriate by NJPA. F.MARKETING PLAN 6.18 A key element of an NJPA awarded a contract will be based on your marketing response to this solicitation.An awarded Vendor's sales force will be the primary source of communication to the customers and NJPA members directly relating to the contract success. Success in marketing is dependent on delivery of messaging and communication relating to the contract value, knowledge of contract, proper use and the delivery of contracted equipment/products and related services to the end user. Much of the success and sales reward is a direct result of the commitment to the Contract by the vendor and sales teams. NJPA reserves the right to deem a proposer non- responsive or to not award based on an unacceptable or incomplete marketing plan 6.19 NJPA marketing expectations include: 6.19.1 Vendors ability to demonstrate the leveraging of a national sales force and/or dealer network. Vendors must demonstrate the ability to sell, service and deliver products and equipment through acceptable distribution channels to customers and NJPA members in all 50 states. Demonstrate fully the sales and service capabilities of your company through your response; outline Vendor's national sales force network in terms of numbers and geographic location and method of distribution of the equipment/products and related services. Service may be independent of the equipment/product sales pricing but is encouraged to be a part of your response and contract. 6.19.2 Vendor is invited to demonstrate the ability to successfully market, promote and communicate the opportunity of an NJPA contract to current and potential members nationwide. NJPA desires a marketing plan that communicates the value of the contract to members. 6.19.3 Vendor is expected to be receptive to NJPA sales trainings. Vendor shall provide a venue for appropriate personnel from both management and the sales force who will be trained. NJPA commits to providing contract sales training and awareness regarding all aspects of communicating the value of the contract itself including:the authority of NJPA to offer the contract to its Members, value and utility the contract delivers to NJPA Members,scope of NJPA Membership,authority of NJPA Members to utilize NJPA procurement contracts, marketing and sales methods, and overall vertical strategies. 6.19.4 Vendor is expected to demonstrate the intent to a commit to full embracement of the NJPA contract. Identify the appropriate levels of sales management and sales force that will need to understand the value of and the internal procedures necessary,to deliver the NJPA contract solution and message to NJPA and NJPA Members. NJPA shall provide a general schedule and a variety of methods surrounding when and how those individuals will be trained. it 6.19.5 Vendor will outline their proposed involvement in the promotion of a contract resulting from this RFP through applicable industry trade show exhibits and related customer meetings. Proposers are encouraged to consider participation with NJPA at NJPA embraced national trade shows. 23 �I Page 155 of 577 6.19.6 Vendor must exhibit the willingness and ability to actively market and develop contract specific marketing materials including,but not limited to: 6.19.6.1 Complete Marketing Plan.Proposer shall submit a marketing plan outlining how the Vendor will launch the NJPA contract to current and potential NJPA Members. NJPA requires the Awarded Vendors to embrace and actively promote the Contract in cooperation with the NJPA. 6.19.6.2 Printed Marketing Materials. Proposer will initially produce and thereafter maintain full color print advertisements in camera ready electronic format including company logo and contact information to be used in the NJPA directory and other approved marketing publications. 6.19.6.3 Contract announcements and advertisements. Proposer will outline in the marketing plan their anticipated contract announcements, advertisements in industry periodicals and other direct or indirect marketing activities promoting the awarded NJPA contract. 6.19.6.4 Proposer's Website. Proposer will identify how an Awarded Contract will be displayed and linked on the Proposer's website.An on-line shopping experience for NJPA Members is desired when applicable. 6.19.7 An NJPA Vendor Contract Launch will be scheduled during a reasonable time frame after the award and held at the NJPA office in Staples,MN. 6.20 Proposer shall identify their commitment to develop a sales/communication process to facilitate NJPA membership and establish status of current and potential agencies/members. Proposer should further express their commitment to capturing sufficient member information as is deemed necessary by NJPA. G.CERTIFICATE OF INSURANCE 6.21 Vendors shall provide evidence of liability insurance coverage identified below in the form of a Certificate of Insurance or an ACCORD binder form with their proposal. Upon Award issued pursuant to this contract and prior to the execution of any commerce relating to such award,Vendor will be responsible for providing verification,in the form of a Certificate of Insurance identifying the coverage required below and identifying NJPA as a "Certificate Holder." Vendor will be responsible to maintain such insurance coverage at their own expense throughout the term of any contract resulting from this solicitation. 6.22 Any exceptions and/or assumptions to the insurance requirements must be identified on Attachment C Exceptions and/or assumptions will be taken into consideration as part of the evaluation process; however,vendors must be specific. If vendors do not specify any exceptions and/or assumptions at time of proposal submission, NJPA will not consider any additional exceptions and/or assumptions during negotiations. Upon contract award, the successful vendor must provide the Certificate of Insurance identifying the coverage as specified. 6.23 Insurance Liability Limits: The awarded vendor must maintain,for the duration of its contract,$1.5 million in General Liability insurance coverage or General Liability insurance in conjunction with an Umbrella for a total combined coverage of$1.5 million. Work on the contract shall not begin until after the awarded vendor has submitted acceptable evidence of the required insurance coverage. Failure to maintain any required insurance coverage or acceptable alternative method of insurance will be deemed a breach of contract. 6.23.1 Minimum Scope and Limits of Insurance: Vendor shall provide coverage with limits of liability not less than those stated below. An excess liability policy or umbrella liability policy 24 Page 156 of 577 may be used to meet the minimum liability requirements provided that the coverage is written on a"following form"basis. 6.23.1.1 Commercial General Liability—Occurrence Form Policy shall include bodily injury,property damage and broad form contractual liability and XCU coverage. 6.23.1.2 Each Occurrence $1,500,000 6.24 Insurance Requirements: The limits listed herein are minimum requirements for this Contract and in no way limit the indemnity covenants contained in this Contract. NJPA in no way warrants that the minimum limits contained herein are sufficient to protect the Vendor from liabilities that might arise out of the performance of the work under this Contract by the Vendor,his agents, representatives, employees or subcontractors and Vendor is fiee to purchase additional insurance as may be determined necessary. 6.25 Acceptability of Insurers: Insurance is to be placed with insurers duly licensed or authorized to do business in the State of Minnesota and with an "A.M. Best" rating of not less than A- VII. NJPA in no way warrants that the above required minimum insurer rating is sufficient to protect the Vendor from potential insurer solvency. 6.26 Subcontractors: Vendors' certificate(s) shall include all subcontractors as additional insureds under its policies or Vendor shall furnish to NJPA separate certificates for each subcontractor. All coverage for subcontractors shall be subject to the minimum requirements identified above. H. ORDER PROCESS AND/OR FUNDS FLOW 6.27 Please propose an order process and funds flow. The Business-to-Government order process and/or funds flow model involves NJPA Members issuing Purchase Orders directly to a Vendor and pursuant to a Contract resulting from this RFP. Administrative fees may also be used for purposes as allowed by Minnesota State Law and approved by the Board of Directors. 6.28 Additional Terms and Conditions can be added at the PO level if both Vendor and Member agree. I.ADMINISTRATIVE FEES 6.29 Proposer agrees to authorize and/or allow for an administrative fee payable to NJPA by an Awarded Vendor in exchange for its facilitation and marketing of a Contract resulting from this RFP to current and potential NJPA Members.This Administration Fee shall be: 6.29.1 Calculated as a percentage of the dollar volume of all equipment/products and services provided to and purchased by NJPA Members or calculated as reasonable and acceptable method applicable to the contracted transaction; and 6.29.2 Included in,and not added to,the pricing included in Proposer's Response to the RFP; and 6.29.3 Designed to offset the anticipated costs of NJPA's involvement in contract management, facilitating marketing efforts, Vendor training, and any order processing tasks relating to the Contract resulting from this RFP. Administrative fees may also be used for other purposes as allowed by Minnesota law. Administrative fees may also be used for other purposes as allowed by Minnesota law. 6.29.4 Typical administrative fees for a B-TO-G order process and funds flow is 2.0%. NJPA does not mandate a specific fee percentage,we merely state that 2%is a typical fee across our contracts. The administrative fee percent varies among vendors,industries and responses. 25 Page 157 of 577 6.29.5 NJPA awarded contract holder is responsible for the Administrative Fee and related reporting. 6.30 The opportunity to propose these factors and an appropriate administrative fee is available in the Proposer's Questionnaire Form P. J.VALUE ADDED 6.31 Examples of Value Added Attributes: Value-Added attributes, products and services are items 4 offered in addition to the products and services being proposed which adds value to those items being proposed. The availability of a contract for maintenance or service after the initial sale, installation, and set-up may, for instance, be"Value Added Services" for products where a typical buyer may not have the ability to perform these functions. 6.32 Where to document Value Added Attributes: The opportunity to indicate value added dimensions and such advancements will be available in the Proposer's Questionnaire and Proposer's product and service submittal. 6.33 Value added equipment/products and services and expanded services, as they relate to this RFP,will be given positive consideration in the award selection. Consideration will be given to an expanded selection of INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND S} RVICES and advances to provide products/services, supplies meeting and/or exceeding today's industry standards and expectations. A value add would include a program or service that further serves the members needs above and possibly beyond standard expectation and complements the equipment/products and services and training. Value added could include areas of product and service, sales, ordering, delivery, performance, maintenance, technology, and service that furthers the functionality and effectiveness of the procurement process while remaining within the scope of this IZEP. 6.34 Minority, Small Business, and Women Business Enterprise (WMBE) participation: It is the policy of some NJPA Members to involve Minority,Small Business,and WMBE contractors in the process to purchase product/equipment and related services. Vendors should document WMBE status for their organization AND any such status of their affiliates (i.e. Supplier networks) involved in carrying out the activities invited. The ability of a Proposer to provide "Credits" to NJPA and NJPA Members in these subject areas, either individually or through related entities involved in the transaction, will be evaluated positively by NJPA and reflected in the "value added" area of the evaluation. KIPA is committed to facilitating the realization of such"Credits"through certain structuring techniques for transactions resulting from this RFP. 6.35 Environmentally Preferred Purchasing Opportunities: There is a growing trend among NJPA Members to consider the environmental impact of the equipment/products and related services they purchase. "Green" characteristics demonstrated by responding companies will be evaluated positively by NJPA and reflected in the"value added"area of the evaluation. Please identify any Green characteristics of the product/equipment and related services in your proposal and identify the sanctioning body determining that characteristic. Where appropriate, please indicate which products have been certified as "green"and by which certifying agency. 6.36 On-Line Requisitioning systems: When applicable,on-line requisitioning systems will be viewed as a value-added characteristic. Proposer shall include documentation about user interfaces that make on-line ordering easy for NJPA Members as well as the ability to punch-out from mainstream e-Procurement or Enterprise Resource Planning(ERP) systems that NJPA Members may currently utilize. 6.37 Financing:The ability of the Proposer to provide financing options for the products and services being proposed will be viewed as a Value Added Attribute. 26 Page 158 of 577 6.38 Technology: Technological advances, increased efficiencies, expanded service and other related improvements beyond today's NJPA member's needs and applicable standards. K.WAIVER OF FORMALITIES 6.39 NJPA reserves the right to waive any minor formalities or irregularities in any proposal and to accept proposals,which, in its discretion and according to the law, may be in the best interest of its members. 7 POST AWARD OPERATING ISSUES A. SUBSEQUENT AGREEMENTS 7.1 Purchase Order. Purchase Orders for equipment/products and/or related services may be executed between NJPA or NJPA Members (Purchaser) and awarded Vendor(s) or Vendor's sub-contractors pursuant to this invitation and any resulting Contract.NJPA Members are instructed to identify on the face of such Purchase Orders that "This purchase order is issued pursuant to NJPA procurement contract #XXXXXX." A Purchase Order is an offer to purchase product/equipment and related services at specified prices by NJPA or NJPA Members pursuant to a Contract resulting from this RFP. Purchase Order flow and procedure will be developed jointly between NJPA and an Awarded Vendor after an award is made. 7.2 Goverr►ing Law. Purchase Orders shall be construed in accordance with,and governed by,the laws of a competent jurisdiction with respect to the Iuu-chaser. Each and every provision of law and clause required by law to be included in the Purchase Order shall be read and enforced as though it were included. If through mistake or otherwise any such provision is not included, or is not currently included, then upon application of either party the Contract shall be physically amended to make such inclusion or correction. The venue for any litigation arising out of disputes related to Purchase Order(s)shall be a court of competent jurisdiction to the Purchaser. 7.3 Additional Terms and Conditions. Additional terms and conditions to a Purchase Order may be proposed by NJPA, NJPA Members, or Vendors. Acceptance of these additional terms and conditions is OPTIONAL to all parties to the Purchase Order. The purpose of these additional terms and conditions is to formally introduce job or industry specific requirements of law such as prevailing wage legislation. Additional terms and conditions can include specific local policy requirements and standard business practices of the issuing Member. Said additional terms and conditions shall not interfere with the general purpose, intent or currently established terns and conditions contain in this RFP document. 7.4 Specialized Service Requirements. In the event service requirements or specialized performance requirements such as e-commerce specifications,specialized delivery requirements,or other specifications and requirements not addressed in the Contract resulting fiom this RFP, NJPA Member and Vendor may enter into a separate, standalone agreement, apart from a Contract resulting from this RFP. Any proposed service requirements or specialized performance requirements require pre-approval by Vendor. Any separate agreement developed to address these specialized service or performance requirements is exclusively between the NJPA Member and Vendor. NJPA, its agents,Members and employees shall not be made party to any claim for breach of such agreement. Product sourcing is not considered a service. NJPA Members will need to conduct procurements for any specialized services not identified as a part or within the scope of the awarded Contract. 7.5 Performance Bond. At the request of the member, a Vendor will provide all performance bonds typically and customarily required in their industry. These bonds will be issued pursuant to the requirements of Purchase Orders for product/equipment and related set-vices. If a purchase order is cancelled for lack of a required performance bond by the member agency, it shall be the recommendation of NJPA that the current pending Purchase Order be canceled. Each member has the final decision on Purchase Order continuation. ANY PERFORMANCE BONDING REQUIRED BY THE MEMBER OR CUSTOMER STATE LAWS OR LOCAL POLICY IS TO BE MUTUALLY AGREED UPON AND SECURED BETWEEN THE VENDOR AND THE CUSTOMER/MEMBER. 27 Page 159 of 577 B.NJPA MEMBER SIGN-UP PROCEDURE 7_6 Awarded Vendors will be responsible for familiarizing their sales and service forces with the various forms of NJPA Membership documentation and shall encourage and assist potential Members in establishing Membership with NJPA.NJPA membership is at no cost,obligation or liability to the Member or the Vendor. C. REPORTING OF SALES ACTIVITY 7_7 A report of the total gross dollar volume of all equipment/products and related services purchased by NJPA Members as it applies to this RFP and Contract will be provided quarterly to NJPA. The form and content of this reporting will provided by NJPA to include, but not limited to, name and address of purchasing agency,member number,amount of purchase,and a description of the items purchased. 7.7.1 Zero sales reports: Awarded Vendors are responsible for providing a quarterly sales report of contract sales every quarter regardless of the existence or amount of sales. D. AUDITS 7_8 No more than once per calendar year during the Contract term, Vendor may be required to make available to NJPA the invoice reports and/or invoice documents from Vendor pertaining to all invoices sent by Vendor and all payments made by NJPA members for all equipment/products and related services purchased under the awarded Contract. NJPA must provide written notice of exercise of this requirement with no less than fourteen(14) business days' notice. NJPA may employ an independent auditor or NJPA may choose to conduct such audit on its own behalf. Upon approval and after the auditor has executed an appropriate confidentiality agreement, Vendor will permit the auditor to review the relevant Vendor documents. NJPA shall be responsible for paying the auditor's fees. The parties will make every reasonable effort to fairly and equitably resolve discrepancies to the satisfaction of both parties.Vendor agrees that the NJPA may audit their records with a reasonable notice to establish total compliance and to verify prices charged under of the Contract are being met. Vendor agrees to provide verifiable documentation and tracking in a timely manner. E.HUB PARTNER 7_9 Hub Partner: NJPA Members may request to be served through a"Hub Partner" for the purposes of complying with a Law,Regulation,or Rule to which that individual NJPA Member deems to be applicable in their jurisdiction. Hub Partners may bring value to the proposed transactions through consultancy, Disadvantaged Business Entity Credits or other considerations. 7.10 Hub Partner Fees: Fees,costs,or expenses from this Hub Partner levied upon a transaction resulting from this contract, shall be payable by the NJPA Member. The fees, costs, or expenses levied by the Hub Vendor must be clearly itemized in the transaction;and to the extent that the Vendor stands in the chain of title during a transaction restilting from this RFP, the documentation shall be documented to show it is "Executed for the Benefit of[NJPA Member Name]." F.TRADE-INS 7.11 The value in US Dollars for Trade-ins will be negotiated between NJPA or an NJPA Member, and an Awarded Vendor.That identified"Trade-In"value shall be viewed as a down payment and credited in full against the NJPA purchase price identified in a purchase order issued pursuant to any Awarded NJPA procurement contract. The full value of the trade-in will be consideration. G. OUT OF STOCK NOTIFICATION 28 Page 160 of 577 7.12 Vendor shall immediately notify NJPA members upon receipt of order(s)when an out-of-stock occurs. Vendor shall inform the NJPA member regarding the anticipated date of availability for the out-of-stock item(s), and may suggest equivalent substitute(s). The ordering organization shall have the option of accepting the suggested equivalent substitute, or canceling the item from the order. Under no circumstance is Proposer permitted to make unauthorized substitutions.Unfilled or substituted item(s)shall be indicated on the packing list. H. TERMINATION OF CONTRACT RESULTING FROM THIS RFP 7.13 NJPA reserves the right to cancel the whole or any part of a resulting Contract due to failure by the Vendor to carry out any obligation, term or condition as described in the below procedure. Prior to any termination for cause, the NJPA will provide written notice to the Vendor, opportunity to respond and opportunity to cure. Some examples of material breach include,but are not limited to: 7.13.1 The Vendor provides products/equipment or related services that does not meet reasonable quality standards and is not remedied under the warranty; 7.13.2 The Vendor fails to ship the products/equipment or related services or provide the delivery and services within a reasonable amount of time; 7.13.3 NJPA has reason to believe the Vendor will not or cannot perform to the requirements or expectations of the Contract and issues a request for assurance and Vendor fails to respond; 7.13.4 The Vendor fails to observe any of the material terms and conditions of the Contract; 7.13.5 The Vendor fails to follow the established procedure for purchase orders,invoices and/or receipt of funds as established by the NJPA and the Vendor in the Contract. 7.13.6 The Vendor fails to report quarterly sales; 7.13.7 The Vendor fails to actively market this Contract within the guidelines provided in this RFP and the expectations of NJPA defined in the NJPA Contract Launch. 7.13.8 In the event the contract has no measurable and defining value or benefit to NJPA or the NJPA member. 7.14 Upon receipt of the written notice of concern,the Vendor shall have ten(10)business days to provide a satisfactory response to the NJPA. Failure on the part of the Vendor to reasonably address all issues of concern may result in Contract cancellation pursuant to this Section. If the issue is not resolved within sixty (60) days,contract will be terminated. 7.15 Any termination shall have no effect on purchases that are in progress at the time the cancellation is received by the NJPA. The NJPA reserves the right to cancel the Contract immediately for convenience, without penalty or recourse, in the event the Vendor is not responsive concerning the remedy, the performance, or the violation issue within the time frame,completely or in part. 7.16 NJPA reserves the right to cancel or suspend the use of any Contract resulting from this RFP if the Vendor files for bankruptcy protection or is acquired by an independent third party. Awarded Vendor will be responsible for disclosing to NJPA any litigation, bankruptcy or suspensions/disbarments that occur during the contract period. Failure to disclose may result in an immediate termination of the contract. 29 Page 161 of 577 7.17 NJPA may execute Contract termination without cause with a required 60-day written notice of termination. Termination of Contract shall not relieve either party of financial, product or service obligations incurred or accrued prior to termination. 7.18 NJPA may cancel any Contract resulting from this solicitation without any further obligation if any NJPA employee significantly involved in initiating,negotiating,securing,drafting or creating the Contract on behalf of the NJPA is found to be in collusion with any Proposer to this RFP for their personal gain. Such cancellation shall be effective upon written notice from the NJPA or a later date if so designated in the notice given. A terminated Contract shall not relieve either party of financial, product or service obligations due to participating member or NJPA. 7.19 Events of Automatic termination to include,but not limited to: 7.19.1 Vendor's failure to remedy a material breach of a Contract resulting from this RFP within sixty (60) days of receipt of notice from NJPA specifying in reasonable detail the nature of such breach; and/or, 7.19.2 Receipt of written information from any authorized agency finding activities of Vendors engaged in pursuant to a Contract resulting from this RFP to be in violation of the law. 8 GENERAL,`PERMS AND CONDITIONS A. ADVERTISING A CONTRACT RESULTING FROM THIS RFP 8.1 Proposer/Vendor shall not advertise or publish information concerning this Contract prior to the award being announced by the NJPA. Once the award is made, a Vendor is expected to advertise the awarded Contract to both current and potential NJPA Members. B. APPLICABLE LAW 8.2 NJPA's interest in a contract resulting from this RFP: Not withstanding its own use, to the extent NJPA issues this RFP and any resulting contract for the use of its Members,NJPA's interests and liability for said use shall be limited to the competitive proposal process performed and terms and conditions relating to said contract and shall not extend to the products, services, or warranties of the Awarded Vendor or the intended or unintended effects of the product/equipment and services procured there from. 8.3 NJPA Compliance with Minnesota Procurement Law: NJPA will exhaust all avenues to comply with each unique state law or requirement whenever possible. It is the responsibility of each participating NJPA member to ensure to their satisfaction that NJPA contracting process falls within these laws and applicable laws are satisfied. An individual NJPA member using these contracts is deemed by their own accord to be in compliance with their own requirements and procurement regulations. 8.4 Governing Law with respect to delivery and acceptance: All applicable portions of the Minnesota Uniform Commercial Code, all other applicable Minnesota laws, and the applicable laws and rules of delivery and inspection of the Federal Acquisition Regulations (FAR) laws shall govern NJPA contracts resulting from this solicitation. 8_5 Jurisdiction:Any claims pertaining to this RFP and any resulting Contract that develop between NJPA and any other party must be brought forth only in courts in Todd County in the State of Minnesota unless otherwise agreed to. 8.5.1 Purchase Orders issued pursuant to a contract resulting from this solicitation shall be construed in accordance with, and governed by, the laws of a competent jurisdiction with respect to the purchaser. 30 Page 162 of 577 8_6 Vendor Compliance with applicable law: Vendor(s)shall comply with all federal,state,or local laws applicable to or pertaining to the transaction, acquisition, manufacturer, suppliers or the sale of the equipment/products and relating services resulting from this RFP. 8_7 Other Laws, whether or not herein contained, shall be included by this reference. It shall be Proposer's/Vendor's responsibility to determine the applicability and requirements of any such laws and to abide by them. 8_8 Indemnity: Each party agrees it will be responsible for its own acts and the result thereof to the extent authorized by law and shall not be responsible for the acts of the other party and the results thereof. NJPA's liability shall be governed by the provisions of the Minnesota Tort Claims Act,Minnesota Statutes,Section §3.736,and other applicable law. 8_9 Prevailing Wage: It shall be the responsibility of the Vendor to comply, when applicable, with prevailing wage legislation in effect in the jurisdiction of the purchaser(NJPA or NJPA Member). It shall be the responsibility of the Vendor to monitor the prevailing wage rates as established by the appropriate department of labor for any increase in rates during the term of this Contract and adjust wage rates accordingly. 8.10 Patent and Copyright Infringement: If an article sold and delivered to NJPA or NJPA Members hereunder shall be protected by any applicable patent or copyright, the Vendor agrees to indemnify and hold harmless NJPA and NJPA Members against any and all suits,claims,judgments, and costs instituted or recovered against it by any person on account of the use or sale of such articles by NJPA or NJPA Members in violation or right under such patent or copyright. C.ASSIGNMENT OF CONTRACT 8.11 No right or interest in this Contract shall be assigned or transferred by the Vendor without prior written permission by the NJPA. No delegation of any duty of the Vendor shall be made without prior written permission of the NJPA. NJPA shall notify members by posting approved assignments on the NJPA website(www.nipacoop.org)within 15 days of NJPA's approval. 8.12 If the original Vendor sells or transfers all assets or the entire portion of the assets used to perform this Contract, a successor in interest must guarantee to perform all obligations under this Contract. NJPA reserves the right to reject the acquiring person or entity as a Vendor. A change of name agreement will not change the contractual obligations of the Vendor. D.LIST OF PROPOSERS 8.13 NJPA will not maintain or communicate to a list of proposers. All interested proposers must respond to the solicitation as a result of NJPA solicitation advertisements indicated. Because of the wide scope of the potential Members and qualified national Vendors,NJPA has determined this to be the best method of fairly soliciting proposals. E.CAPTIONS,HEADINGS,AND ILLUSTRATIONS 8.14 The captions, illustrations,headings,and subheadings in this solicitation are for convenience and ease of understanding and in no way define or limit the scope or intent of this request. F.DATA PRACTICES 8.15 All materials submitted in response to this RFP will become property of the NJPA and will become public record in accordance with Minnesota Statutes, section 13.591, after the evaluation process is completed. If the Responder submits information in response to this RFP that it believes to be nonpublic 31 Page 163 of 577 information, as defined by the Minnesota Government Data Practices Act, Minnesota Statute § 13.37, the Responder must: 8.15.1 make the request within thirty days of award/non-award, and include the appropriate statutory justification.Pricing is generally not redactable.The NJPA Legal Department shall review the statement to determine whether the information shall be withheld. If the NJPA determines to disclose the information, the Bids&Contracts department of the NJPA shall inform the Proposer, in writing,of such determination; and 8.15.2 defend any action seeking release of the materials it believes to be nonpublic information, and indemnify and hold harmless the NJPA, its agents and employees, from any judgments or damages awarded against the NJPA in favor of the party requesting the materials, and any and all costs connected with that defense. 8.16 This indemnification survives the NJPA's award of a contract. In submitting a response to this RFP, the Responder agrees that this indemnification survives as long as the confidential information is in possession of the NJPA. When the situation warrants, Proposer may be able redact additional nonpublic information after the evaluation process if legal justification is provided and accepted by NJPA. G.ENTIRE AGREEMENT 8.17 The Contract, as defined herein, shall constitute the entire understanding between the parties to that Contract. A Contract resulting from this RFP is formed when the NJPA Board of Directors approves and signs the applicable Contract Award&Acceptance document(Form E). H.FORCE MAJEURE 8.18 Except for payments of sums due,neither party shall be liable to the other nor deemed in default under this Contract if and to the extent that such party's performance of this Contract is prevented due to force majeure. The terra "force majeure" means an occurrence that is beyond the control of the party affected and occurs without its fault or negligence including,but not limited to, the following: acts of God, acts of the public enemy, war, riots, strikes, mobilization, labor disputes, civil disorders, fire, flood, snow, r earthquakes, tornadoes or violent wind, tsunamis, wind shears, squalls Chinooks blizzards hail storms volcanic eruptions,meteor strikes, famine, sink holes, avalanches, lockouts, injunctions-intervention-acts, terrorist events or failures or refusals to act by government authority and/or other similar occurrences where such party is unable to prevent by exercising reasonable diligence. The force majeure shall be deemed to commence when the party declaring force majeure notifies the other party of the existence of the force majeure and shall be deemed to continue as long as the results or effects of the force majeure prevent the party from resuming performance in accordance with a Contract resulting from this RFP. Force majeure shall not include late deliveries of equipment/products and services caused by congestion at a manufacturer's plant or elsewhere, an oversold condition of the market, inefficiencies, or other similar occurrences. If either party is delayed at any time by force majeure,then the delayed party shall notify the other party of such delay within forty-eight(48)hours. I.GRATUITIES 8.19 NJPA may cancel an awarded Contract by written notice if it is found that gratuities, in the form of entertainment,gifts or otherwise,were offered or given by the Vendor or any agent or representative of the Vendor,to any employee of the NJPA. J. HAZARDOUS SUBSTANCES 32 Page 164 of 577 8.20 Proper and applicable Material Safety Data Sheets (MSDS)that are in full compliance with OSHA's Hazard Communication Standard must be provided by the Vendor to NJPA or NJPA Member at the time of purchase. K.LICENSES 8.21 Proposer shall maintain a current status on all required federal, state, and local licenses, bonds and permits required for the operation of the business that is anticipated to be conducted with NJPA and NJPA members by the Proposer. 8.22 All responding Proposers must be licensed (where required) and have the authority to sell and distribute offered equipment/products and related services to NJPA and NJPA Members nationally. Documentation of required said licenses and authorities, if applicable, is requested to be included in the proposer's response. L.MATERIAL SUPPLIERS AND SUB-CONTRACTORS 8.23 The awarded Vendor shall be required to supply the names and addresses of sourcing suppliers and sub-contractors as a part of the purchase order when requested by NJPA or the NJPA member. M.NON-WAIVER OF RIGHTS 8.24 No failure of either party to exercise any power given to it hereunder, nor to insistence upon strict compliance by the other party with its obligations hereunder, and no custom or practice of the parties at variance with the terms hereof, nor any payment under a Contract resulting from this RFP shall constitute a waiver of either party's right to demand exact compliance with the terms hereof. Failure by NJPA to take action or assert any right hereunder shall not be deemed as waiver of such right. N.PROTESTS OF AWARDS MADE 8.25 Protests shall be 111cd with the NJPA's Executive Director and shall be resolved in accordance with appropriate Minnesota state statutes. Protests will only be accepted fi•om Proposers. A protest must be in writing and filed with NJPA. A protest of an award or proposed award must be filed within ten(10)calendar days after the public notice or announcement of the award. A protest must include: 8.25.1 The name, address and telephone number of the protester; 8.25.2 The original signature of the protester or its representative (you must document the authority of the Representative); 8.25.3 Identification of the solicitation by RFP number; 8.25.4 Identification of the statute or procedure that is alleged to have been violated; 8.25.5 A precise statement of the relevant facts; 8.25.6 Identification of the issues to be resolved; 8.25.7 The aggrieved party's argument and supporting documentation; 8.25.8 The aggrieved party's statement of potential financial damages; and 8.25.9 A protest bond in the name of NJPA and in the amount of 10% of the aggrieved party's statement of potential financial damages. 33 Page 165 of 577 O. SUSPENSION OR DISBARMENT STATUS 8.26 If within the past five(5)years,any firm,business,person or Proposer responding to NJPA solicitation and submitting a proposal has been lawfully terminated, suspended or precluded from participating in any public procurement activity with a federal,state or local government or education agency the Proposer must include a letter with its response setting forth the name and address of the public procurement unit, the effective date of the suspension or debarment,the duration of the suspension or debarment and the relevant circumstances relating to the suspension or debarment. Any failure to supply such a letter or to disclose pertinent information may result in the cancellation of any Contract. By signing the proposal affidavit,the Proposer certifies that 110 currcni suspension or debarment exists. P.AFFIRMATIVE ACTION AND IMMIGRATION STATUS CERTIFICATION 8.27 An Affirmative Action Plan, Certificate of Affirmative Action or other documentation regarding Affirmative Action may be required by NJPA or NJPA Members relating to a transaction from this RFP. Vendors shall comply with any such requirements or requests. 8.28 Immigration Status Certification may be required by NJPA or NJPA Members relating to a transaction from this RFP. Vendors shall comply with any such requirements or requests. Q. SEVERABILITY 8.29 In the event that any of the terms of a Contract resulting from this RFP are in conflict with any rule, law,statutory provision or are otherwise unenforceable under the laws or regulations of any government or subdivision thereof,such terms shall be deemed stricken from an awarded Contract resulting from this RFP, but such invalidity or unenforceability shall not invalidate any of the other terms of an awarded Contract resulting from this RFP. R.RELATIONSHIP OF PARTIES 8.30 No Contract resulting from this RFP shall be considered a contract of employment. The relationship between NJPA and an Awarded Contractor is one of independent contractors each free to exercise judgment and discretion with regard to the conduct of their respective businesses. The parties do not intend the proposed Contract to create, or is to be construed as creating a partnership,joint venture, master-servant, principal—agent, or any other relationship. Except as provided elsewhere in this RFP,neither party may be held liable for acts of omission or commission of the other party and neither party is authorized or has the power to obligate the other party by contract, agreement, warranty, representation or otherwise in any manner whatsoever except as may be expressly provided herein. 9 FORMS ITHE REST OF THIS PAGE HAS BEEN LEFT INTENTIONALLY BLANK.] I 34 Page 166 of 577 i } j Farm C EXCEPTIONS TO PROPOSAL TERMS CONDITIONS AND SOLUTIONS REQUEST Company Name: Note: Original must be si ned and inserted in the inside front cover pouch. Any exceptions to the'Perms, Conditions, Specifications,or Proposal Forms contained herein shall be noted in writing and included with the proposal submittal. Proposer acknowledges that the exceptions listed may or may not be accepted by NJPA and may or may not be included in the final contract. N.TPA may clarify exceptions listed here and document the results of those clarifications in the appropriate section below. Term, Condition, or N7l'A Section/page S ecification Exception ACCEPTS Proposer's Signature: Date: NJPA's clarification on exception/s listed above: I i i i 39 Page 167 of 577 3 3 Foam B ri .*. ,.. ii��rnA� PROPOSER INFORMATION Company Name: Address: City/State/Zip: Phone: Fax: Toll Free Number: E-mail: Web site: Voids sometimes exist between management (those who respond to RFPs) and sales staff (those who contact NJPA Members) that result in communication problems. Due to this fact, provide the names of your key sales people, phone I numbers, and geographic territories for which they are responsible COMPANY PERSONNEL CONTACTS I i I I Authorized Signer for ,your organization*: Name: Email: Phone: * By executing Form F, the"Proposer's Assurance of Compliance,"you are certifying this person identified here has their authorization to sign on behalf of your organization: Author of your proposal response Name: Title: Email: Phone: Your Primary Contact person regarding your proposal: Name: Title: Email: Phone: Other important contact information: Name: Title: Email: Phone: Name: Title: Email: Phone: 38 Page 168 of 577 3 i 3 39) What is the annual combined dollar sales volume for each of these contracts? 40) If you are awarded the NJPA contract, are there any market segments or verticals (e.g., higher education, K-12 local governments, non-profits etc.) or geographical markets where the NJPA contract will not be your primary contract purchasing vehicle? if so, please identify those markets and which cooperative purchasing agreement will be your primary vehicle. 41} How would you leverage an NJPA awarded contract in your sales process? 42) Identify a proposed administrative fee payable to NJPA for facilitation, management and promotion of the NJPA contract, should you be awarded. This fee is typically calculated as a percentage of Contract sales and not a line item addition to the customers cost of goods. Value Added 43} If applicable,describe any product/equipment training programs available as options for NJPA members. If applicable, do you offer equipment operator training as well as maintenance training? Yes No 44) Is this training standard as a part of a purchase or optional? 45) Describe current technological advances your proposed equipment/products and related services offer. 46) Describe your"Green"program as it relates to your company, your products/equipment, and your recycling program, including a list of all green products accompanied by the certifying agency for each(if applicable). 47) Describe any Women or Minority Business Entity (V MBE) or Small Business Entity (SBE) accreditations and the general minority and small business program of your organization as it relates to a Contract resulting from this RFP. 48} Identify any other unique or custom value added attributes of your company or your products/equipment or related services. What snakes your proposed solutions unique in your industry as it applies to NJPA members? 49) Other than what you have already demonstrated or described,what separates your company,your products/equipment and related services from your competition? 50} Identify and describe any service contract options included in the proposal, or offered as a proposed option, for the products/equipment being offered. 51) Identify your ability and willingness to offer an awarded contract to qualifying member agencies in Canada specifically and internationally in general 52) Describe any unique distribution and/or delivery methods or options offered in your proposal. NOTE: Questions regarding Payment Terms,Warranty,Products/Equipment/Services,Pricing and Delivery, and Industry Specific Items are addressed on Form P. Signature: Date: i 1. I I. i i` 37 Page 169 of 577 I I I 17 Provide a list of your top 5 Government and/or Education customers(entity name isoptional)including:entity type,the state the entity is located in,scope of the project/s,size of transaction/s and dollar volumes from the past 3 fiscal years. 18) What percentages of your current (within the past three (3) fiscal years) national sales are to the government and education verticals?Indicate government and education verticals individually. Proposer's Ability to Sell and Deliver Service Nationwide 19) Please describe your company sales force in terms of numbers, geographic dispersion, and the proportion of their attention focused on the sale and services of the equipinent/products contemplated in this RPP? 20) Please describe your dedicated dealer-network and number of individual sales force within your dealer network in terms of numbers, geographic dispersion, and the proportion of their attention focused on the sales distribution and delivery of your equipment/products and related services contemplated in this RFP? 21) Please describe your dedicated company service force or dedicated network in terms of numbers,geographic dispersion, and the proportion of their attention focused on the sale of the equipment/products and related services conternplated in this RFP? 22) Please describe your dedicated dealer service force or network in terms of numbers geographic dispersion, and the proportion of their attention focused on the sale of the equipment/products and related services contemplated in this RFP? Additionally,please describe any applicable road service and do they offer the ability to service customers at the customer's location? 23) Describe in detail your customer service program regarding process and procedure. Please include,where appropriate, response time capabilities and commitments as a part of this RFP response and awarded contract. 24) Identify any geographic areas or NJPA market segments of the United States you will NOT be fully serving through the proposed contract. 25) Identify any of NJPA Member segments or defined NJPA verticals you will NOT be offering and promoting an awarded contract to? (Government,Education,Non-profit) 26) Define any specific requirements or restrictions as it applies to our members located off shores such as Hawaii and Alaska and the US Islands.Address your off shore shipping program on the Pricing form P of this document. Marketing_Plan 27} Describe your contract sales training program to your sales management, dealer network and/or direct sales teams relating to a NJPA awarded contract. 28) Describe how you would market/promote an NJPA Contract nationally to ensure success. 29) Describe your marketing material, and overall marketing ability, relating to promoting this type of partnership and contract opportunity. Please send a few representative samples of your marketing materials in electronic format. 30) Describe your use of technology and the internet to provide marketing and ensure national contract awareness. 3 1) Describe your perception of NJPA's role in marketing the contract and your contracted products/equipment and related services. 32) Describe in detail any unique marketing techniques and methods as a part of your proposal that would separate you from other companies in your industry. 33) Describe your company's Senior Management level commitment with regards to embracement,promoting,supporting and managing a resultant NJPA awarded contract 34) Do you view your products/equipment applicable to an E-procurement ordering process? Yes No a) If yes, describe examples of E-procurement system/s or electronic marketplace solutions that your products/equipment was available through. Demonstrate the success of government and educations customers to i ordering through E-procurement. 35) Please describe how you will communicate your NJPA pricing and pricing strategy to your sales force nationally? Other Cooperative Procurement Contracts 36) Describe your level of experience with national, state and local cooperative contracts. 37) What is the annual dollar sales volume generated through each of the contract(s)identified in your answer to the previous question. 38) Identify any GSA Contracts held or utilized by the Proposer. 36 Page 170 of 577 I I' Form A ,: � � PROPOSER QUESTIONNAIRE- General Business Information 3 (Products, Pricing, Sector Specific, Services, Terms and Warranty are addressed on Forin P Proposer Name: Questionnaire completed by: Please identify the person NJPA should correspond with from now through the Award process: Name: E-Mail address: Provide an answer to all questions directly below each question(do not leave blank,mark NA if not applicable)and address all requests made in this RFP.Please supply any applicable supporting information and documentation you feel appropriate in addition to answers entered to the Word document. All information must be typed, organized, and easily understood by evaluators. Please use the Microsoft Word document version of this questionnaire to respond to the questions container/ Herein. Company Information & financial Strength 1) Why did you respond to this RFP? 2) What are your company's expectations in the event of an award? 3) Provide the full legal name, address, tax identifications number, and telephone number for your business. 4) Demonstrate your financial strength and stability. 5) Are you now,or have you ever been the subject of a bankruptcy action?Please explain. 6) Provide a brief history of your company that includes your company's core values and business philosophy. 7) How long has your company been in the INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES,INSTALLATION AND SERVICES industry? 8) Is your organization best described as a manufacturer or a distributor/dealer/re-seller for a manufacturer of the products/equipment and related services being proposed? a) If the Proposer is best described as a re-seller, manufacturer aggregate, or distributor, please provide evidence of your authorization as a dealer/re-seller/manufacturer aggregate for the manufacturer of the products/equipment and related services you are proposing. b) If the Proposer is best described as a manufacturer, please describe your relationship with your salcs/service force and/or Dealer Network in delivering the products/equipment and related services proposed. c) Are these individuals your employees,or the employees of a third party? d) If applicable, is the Dealer Network independent or company owned? 9) Please provide your bond rating,and/or a credit reference from your bank. 10) Provide a detailed explanation outlining the licenses and certifications that are both required to be held, and actually held by your organization in pursuit of the commerce and business contemplated by this RFP. 11) Provide a detailed explanation outlining licenses and certifications both required to be held, and actually held,by third parties and sub-contractors to your organization in pursuit of the commerce contemplated by this RFP.If not applicable, please respond with"Not Applicable." 12) Provide all"Suspension or Disbarment"information as defined and required herein. 13) In addition to the$1.5 million in General Liability and/or in conjunction with umbrella insurance coverage,what level of automobile and workers compensation insurance does your organization currently have? If none,please explain. 's 14) Within the RFP category there is potential to be several different sub-categories of solutions; list sub category title/s that best describe your equipment/products,services and supplies. Industry Requirements&Market lace Success 15) List and document recent industry awards and recognition. 16) Supply three references/testimonials from customers of like status to NJPA Members to include Government and Education agencies. Please include the customer's name, contact, and phone number. 35 3 Page 171 of 577 l i' of i i Contract Award RFP 082114# FORM D ;+ �! i Formal Offering of Proposal _, (To be completed Only by Proposer) INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES In compliance with the Request for Proposal (RFP) for INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES the undersigned warrants that I/we have examined this RFP and, being familiar with all of the instructions, terms and conditions, general specifications, expectations,technical specifications,service expectations and any special terms,do hereby propose,fully commit and agree to furnish the defined equipment/products and related services in full compliance with all terms, conditions of this RFP, any applicable amendments of this RFP, and all Proposer's Response documentation. Proposer further understands they 3 accept the full responsibility as the sole source of responsibility of the proposed response herein and that the performance jof any sub-contractors employed by the Proposer in fulfillment of this proposal is the sole responsibility of the Proposer. Company Name: Date: j Company Address: City: State; Zip; Contact Person: Title: Authorized Signature(ink only); (Name printed or typed) 40 Page 172 of 577 Form E P.&MJMF--AM.W Contract Acceptance and Award (To be completed only by NJPA) NJPA 082114# Proposer's full legal name Your proposal is hereby accepted and awarded. As an awarded Proposer, you are now bound to provide the defined product/equipment and services contained in your proposal offering according to all terms,conditions, and pricing set forth in this RFP,any amendments to this RFP,your Response,and any exceptions accepted or rejected by NJPA on Form C. The effective start date of the Contract will be , 20 and continue for four years from the board award date. This contract has the consideration of a fifth year renewal option at the discretion of NJPA. National Joint Powers Alliance@O (NJPA) NJPA Authorized signature: NJPA Executive Director (Name printed or typed) Awarded this day of 120 NJPA Contract Number 082114# NJPA Authorized signature: NJPA Board Member (Name printed or typed) Executed this day of ,20 NJPA Contract Number 082114# Proposer hereby accepts contract award including all accepted exceptions and NJPA clarifications identified on FORM C. Vendor Name Vendor Authorized signature: (Name printed or typed) Title: Executed this day of ,20 NJPA Contract Number 082114# 41 Page 173 of 577 ii 33. 1' 3. Form F PROPOSER ASSURANCE OF COMPLIANCEJPA Proposal Affidavit Signature Page PROPOSER'S AFFIDAVIT The undersigned, representing the persons, firms and corporations joining in the submission of the foregoing proposal (such persons, firins and corporations hereinafter being referred to as the "Proposer"),being duly sworn on his/her oath, states to the best of his/her belief and knowledge: 1. The undersigned certifies the Proposer is submitting their proposal under their true and correct name,the Proposer has been properly originated and legally exists in good standing in its state of residence, that the Proposer possesses, or will possess prior to the delivery of any equipment/products and related services, all applicable licenses necessary for such delivery to NJPA members agencies nationally, and that they are authorized to act on behalf of, and encumber the"Proposer"in this Contract; and 2. To the best of my knowledge, no Proposer or Potential Proposer, nor any person duly representing the same,has directly or indirectly entered into any agreement or arrangement with any other Proposers, Potential Proposers, any official or employee of the NJPA, or any person, firm or corporation under contract with the NJPA in an effort to influence either the offering or non-offering of certain prices, teens,and conditions relating to this RFP which tends to, or does, lessen or destroy free competition of the Contract sought for by this RFP; and 1 The Proposer or any person on his/her behalf,has not agreed,connived or colluded to produce a deceptive show of competition in the manner of the proposal or award of the referenced contract; and 4. Neither the Proposer nor any officer, director, partner, member or associate of the Proposer, nor any of its employees directly involved in obtaining contracts with the NJPA or any subdivision of the NJPA, has been convicted of false pretenses,attempted false pretenses or conspiracy to commit false pretenses,bribery,attempted bribery or conspiracy to bribe under the laws of any state or federal government for acts or omissions after January 1, 1985; and i ' 5. The Proposer has examined and understands the terms, conditions, scope, contract opportunity, specifications request and other documents of this solicitation and that any and all exceptions have been noted in writing and have been included with the proposal submittal; and 6. If awarded a contract, the Proposer will provide the equipment/products and/or services to qualifying members of the NJPA in accordance with the terms, conditions, scope of this RFP, Proposer offered specifications and other documents of this solicitation; and 7. The undersigned, being familiar with and understand the expectations requested and outlined in this RFP under consideration, hereby proposes to deliver through valid requests, Purchase Orders or other acceptable forms I ordering and procurement by NJPA Members. Unless otherwise indicated, requested and agreed to on a valid purchase order per this RFP, only new, unused and first quality equipment/products and related services are to be transacted with NJPA Members relating to an awarded contract; and I 8. The Proposer has carefully checked the accuracy of all proposed products/equipment and related services and listed total price per unit of purchase in this proposal to include shipping and delivery considerations. In addition, I the Proposer accepts all general terms and conditions of this RFP, including all responsibilities of commitment as outlined and proposed; and 42 Page 174 of 577 I 9. In submitting this proposal,it is understood that the right is reserved by the NJPA to reject any or all proposals and it is agreed by all parties that this proposal may not be withdrawn during a period of 90 days from the date proposals were opened regarding this RIP; and 10. The Proposer certifies that in performing this Contract they will comply with all applicable provisions of the federal, state, and local laws,regulations,rules, and orders; and 11. The Proposer understands that submitted proposals which are marked"confidential" in their entirety,or those in which a significant portion of the submitted proposal is marked "nonpublic" will not be accepted by NJPA, Pursuant to Minnesota Statute §13.37 only specific parts of the proposal may be labeled a "trade secret." All proposals are nonpublic until the contract is awarded; at which time, both successful and unsuccessful vendors' proposals become public information. 12. The Proposer understands and agrees that NJPA will not be responsible for any information contained within the proposal. 13. By signing below, the Proposer understands it is his or her responsibility as the Vendor to act in protection of labeled information and agree to defend and indemnify NJPA for honoring such designation. Proposer duly realizes failure to so act will constitute a complete waiver and all submitted information will become public information; additionally failure to label any information that is released by NJPA shall constitute a complete waiver of any and all claims for damages caused by the release of the information. [The rest of this page has been left intentionally blank. Signature page below] 43 Page 175 of 577 i' By signing below, Proposer is acknowledging that he or she has read, understands and agrees to comply with the terms j and conditions specified above. Company Name: Contact Person for Questions: (Must be individual who is responsible For filling out this Proposers Responseform) Address: City/State/Zip: Telephone Number: Fax Number: E-mail Address: Authorized Signature: i Authorized Name(typed): Title: Date: Notarized Subscribed and sworn to before me this day of , 20 Notary Public in and for the County of State of My commission expires: Signature: 44 Page 176 of 577 's 1 3�3 3 f Form G l � J_PA OVERALL EVALUATION AND CRITERIA For the Proposed Subject INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES,INSTALLATION AND SERVICES Conformance to Terms&Conditions 50 Financial, Industry Requirements & Marketplace 75 Success Proposer's Ability to Sell and Deliver Service 100 Nationwide i j Proposer's Marketing Plan 50 i Value Added Attributes 75 WatTanty 50 Equipment/Products and Related Services 200 i Pricing 400 TOTAL POINTS 1000 Reviewed by: Its Its 45 Page 177 of 577 i i i i frmm•,rAA^y Form P _ PROPOSER QUESTIONNAIRE Payment Terms,Warranty,Products/Equipment/Services,Pricing and Delivery,Industry Specific Proposer Name: Questionnaire completed by: Payment Terms and Financing Options I) Identify your payment terms if applicable. (Net 30,etc.) 2) Identify any applicable leasing or other financing options as defined herein. 3) Briefly describe your proposed order process for this proposal and contract award. (Note: order process may be modified or refined during an NJPA member's final Contract phase process). a. Please specify if you will be including your dealer network in this proposal.If so,please specify how involved they will be. (For example, will he Dealer accept the P.O.?), and how are we to verify the specific dealer is part of your network? 4) Do you accept the P-card procurement and payment process? Warranty 3 5) Describe, in detail, your Manufacture Warranty Program including conditions and requirements to qualify, claims procedure,and overall structure. 3 6) Do all warranties cover all products/equipment parts and labor? I 7) Do warranties impose usage limit restrictions? 8) Do warranties cover the expense of technicians travel time and mileage to perform warranty repairs? 9) Please list any other limitations or circumstances that would not be covered under your warranty. 10) Please list any geographic regions of the United States for which you cannot provide a certified technician to perform warranty repairs. How will NJPA Members in these regions be provided service for warranty repair? Equipment/Product/Services,Pricing,and Delivery 1 1) Provide a general narrative description of the equipment/products and related services you are offering in your proposal. 12) Provide a general narrative description of your pricing model identifying how the model works (line item and/or published catalog percentage discount). i 13) Please quantify the discount range presented in this response pricing as a percentage discount from MSRP/published list. 14) Provide an overall proposed statement of method of pricing for individual line items, percentage discount off published product/equipment catalogs and/or category pricing percentage discount with regard to all equipment/products and related services and being proposed.Provide a SKU number for each item being proposed. 15) Propose a strategy,process,and specific method of facilitating"Sourced Equipment/Products and/or related Services" (AKA,"Open Market"items or"Non-Standard Options"). 16) Describe your NJPA customer volume rebate programs, as applicable. 17) Identify any Total Cost of Acquisition (as defined herein) cost(s) which is NOT included "Pricing" submitted with your proposal response. Identify to whom these charges are payable to and their relationship to Proposer. 18) If freight,delivery or shipping is an additional cost to the NJPA member,describe in detail the complete shipping and delivery program. 46 Page 178 of 577 1 i' r r z 3 19) As an important part of the evaluation of your offer, indicate the level of pricing you arc offering. 3 is Prices offered in this proposal are: a. Pricing is the same as typically offered to an individual municipality, Higher Ed or school district. K Pricing is the same as typically offered to GPOs, cooperative procurement organizations or state purchasing departments. c. Better than typically offered to GPOs,cooperative procurement organizations or state purchasing departments. _d. Other; please describe. 20) Do you offer quantity or volume discounts? YES NO Outline guidelines and program. 21) Describe in detail your proposed exchange and return prograrn(s)and policy(s). 22) Specifically identify those shipping and delivery and exchange and returns programs as they relate to Alaska and Hawaii and any related off shore delivery of contracted products/equipment and related services 23) Please describe any self-audit process/program you plan to employ to verify compliance with your anticipated contract with NJPA. Please be as specific as possible. Industry Specific Items n/a Signature: Date: i l i P I I: t i I' i. j 47 I. Page 179 of 577 r�JPA'I� 10 PRE-SUBMISSION CHECKLIST BecdronicCo pY Check when Hard Copy Pequired Inquired-CD or Completed Contentsof Your Bid Proposal 9gned and Dated Flash Drive Form A: Proposer Questi onnai re with al I questions answered complete) X-signature page only IX Form B: Proposer Information X Form C Exoeptionsto Proposal,Terms, Conditions, and Solutions Fbquest X X Form D: Formal Offering of Proposal X X Form E Contract Acceptance and Award Ex Form F. Proposers Assurance of Compliance X X Form P Proposer Questionnaire with all questions answered completely X signature page only X Certificate of Insurance with$1.5 million coverage X Ix Copy of al I F;FPAddendums issued by NRA X X Priangforall Products/Equipment/Services within the FSP being proposed X Entire Proposal submittal including signed documents and forms. X All formsin the Hard Copy Required Signed and Dated should be inserted in the front of the submitted response, unbound. Package containing your proposal labeled and sealed with the following language: "Competitive Proposal Enclosed, Hold for Public Openi ng XX XX)=' Response Package mailed and delivered prior to deadline to: NPA,20212t h St NE, St a I es, M N 56479 48 Page 180 of 577 •6�.rnA� 11 NJPA VENDOR PRICE AND PRODUCT CHANGE REQUEST FORM Section 1. Instructions For Vendor Pursuant to section 4 of the NJPA RFP,requests for equipment/products or service changes, additions or deletions will be allowed at any time throughout the awarded contract term. All requests must be made in written format by completing sections 2, 3 and 4 of the NJPA Price and Product Change Request Form and signature of an authorized Vendor employee in section 5. All changes are subject to review and approval by the NJPA Contracts & Compliance Manager, signed in acceptance by the NJPA Executive Director and acknowledged by the NJPA Contract Council. Submit request via email to your Contract Manager AND: PandP@njpacoop.org. NJPA's due diligence in analyzing any request for change is to determine if approval of the request is: 1)within the scope of the original RFP and 2) in the"Best Interests of NJPA and NJPA Members.'A signed Price and Product Change foam will be returned to vendor contact via email. Vendor must complete this change request form and individually list or attach all items or services subject to change,provide sufficiently detailed explanation and documentation for the change,and include a compete restatement of pricing document in appropriate fori»at preferably Excel). The pricing document must identify all equipment/products and services being o ffcred and must con form to the following NJPA product/price change naming convention: (Vendor Name)(NJPA Contract #f) (cffcctivc pricing' d'itc); for example, "COMPANY 012411-CPY eff 02-12-2013." NO1I�: tic%\ pricing restatement must include all equipment/products and services offered regardless of whether their prices have changed and include a new"effective date"on the pricing documents. This requirement reduces contusion by providing a single,current pricing sheet for each vendor and creates a historical record of pricing. ADDITIONS. New equipment/products and related services may be added to a contract if such additions are within the scope of the RFP. DELETIONS. New equipment/products and related services may be deleted from a contract if an item or service is no longer available and thus not relevant to the contract; for example,discontinued, improved,etc. PRICE CHANGES: Request prices changes in general terms along with the justification by product category for the change; /o j for example, a 3% increase in XYZ Product Line is due to a 3 increase in petroleum, or this list of SKUs/product descriptions is increasing X%due to X% increase in cost of raw materials. Price decreases: NJPA expects Vendors to propose their very best prices and anticipates price reductions are due to advancement of technologies and market place efficiencies. Price increases: Typical acceptable increase requests include increases to Vendor input costs such as petroleum or other applicable commodities, increases in product utility of new compared to old equipment/products or service, etc. Vendor must include reasonable documentation for the claims cited in their request along with detailed justification for why the increase is needed. Special details for price changes must be included with the request along with both current and proposed pricing. Appropriate documentation should be attached to this form,including letters from suppliers announcing price increases. Refer to section 4 of the RFP for complete"Pricing"details. Section 2.Vendor Name and Type of Change Request CHECKALL CHANGES THAT APPLY. AWARDED ❑ Adding Equipment/ Products VENDOR NAME: /Services ❑ Deleting/Discontinuing Equipment/Products/Services ❑ Price Increase NJPA ❑ Price Decrease CONTRACT NUMBER: 49 j i Page 181 of 577 .f,NJPA�: 11 NJPA VENDOR PRICE AND PRODUCT CHANGE REQUEST FORM Section 3. Detailed Explanation of Need for Changes List equipment/products and/or services that are changing, being added or deleted from previous contract price list along with the percentage change for each item or category. (Attach a separate,detailed document if more than 10 items.) Provide a general statement and documentation explaining the reasons for these price and/or equipment/product/service changes. SAMPLES: 1 All paper egaipment/products and services increased 5% in price due to transportation and fitel costs (see attached do(unzewation r 1 nm,materials increase). 2-The 6400 series floor polisher is added to the product list as anew model replacing the 5{UO scrics. The 6400 series 3% increase reflects technological improvements made that improve the rate of efficiency and usclid 1i1e. The 5400 series is now included in the "Hot List"at a 20%discountfrom previous pricing mzlil rclnoining inventor , is liquidated. H adding equipment/products/services, rovide a general statement how these are in the scope. If changing prices and/or adding equipment/products/services,provide a general statement that the pricing is consistent with existing NJPA contract pricing. 50 Page 182 of 577 { NJPA 1 l NJPA VENDOR PRICE AND PRODUCT CHANGE REQUEST FORM Section 4. Complete Restatement of Pricing Submitted A COMPLETE restatement of the pricing including all new and existing equipment/products and services is attached and/or has been emailed to PandP@njpacoop.org. ❑ Yes ❑ No Section 5.Signatures Vendor Authorized Signature Date Print Name and Title of Authorized Signer NJPA Executive Director Signature Date I 51 Page 183 of 577 i Contract Award RFP 082114# FORM D i���siJPA�1 � Form-,i1 Offering of f l,ranos:ll -- j (To be completed Only by Proposer) ! i INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS,SUPPLIES, INSTALLATION AND SERVICES 2 In compliance with the Request for Proposal (RFP) for INDOOR-OUTDOOR ATHLETIC SURFACING WITH RELATED EQUIPMENT PRODUCTS, SUPPLIES, INSTALLATION AND SERVICES the undersigned warrants that f I/we have examined this RFP and, being familiar with all of the instructions,terms and conditions, general specifications, expectations,technical specifications,service expectations and any special terms,do hereby propose,fully commit and agree to furnish the defined equipment/products and related services in full compliance with all terms, conditions of this RFP, i any applicable amendments of this RFP, and all Proposer's Response documentation. Proposer further understands they accept the full responsibility as the sole source of responsibility of the proposed response herein and that the performance of any sub-contractors employed by the Proposer in fulfillment of this proposal is the sole responsibility of the Proposer. ICompany Name: muscc� Sports I LC, Date: August 19. 2014 , I i Company Address: Ion 1%7t Ave=nue:. Wc-st PQ [3ox 808 City: Qsl:alciri-sn State: Io...,a Zip: 527s5 Contact Person: I__ucinn FcrrciraTitle: Vice Presid�nt Authorized Si ature(ink on9AAW ( Luann I=trrcir� (Name printed or typed) f i i i i Page 184 of 577 Form E, 4NJ Contract Acceptance and Award (To be completed only by N,lPA) NJPA 08 2 114# 64u)c pmor Iehc,SuyWfi5 vil P-elihd l'i-dposer's full legal name Your proposal is hereby accepted and awarded. As in awarded Proposer. you are now bound to provide the defined product/cquipmentand services conlained in Your proposal offering according to all terms,conditions,and pricing set roall in this RFP.any amendments to this RFP,Your Response,and any exceptions accepted or rejected by NJPA on Form C. 'File effective start(late of the Contract will be In .20 _LLJ_and continue for lour years from the board award date. This contract has the co iti '111011oralliflOyt-m renewal option atthe disciv(ioiiol*NJPA. National Joint Powers Milan r' Jt NJPA Authorized signature: rmo-oJ NJPA Executive Director (Nane printed or typed) Awarded this day of 20 NJPA Contract Number 0,42114 1011kl- NJI'A Authorized signature: NJPA Hoard Member (Name printed or typed) Executed this 20 act Number 082114 11_L�L d ay 0 f Contract Proposer hereby accepts contract award including all accepted exceptions toad NJPA clarifications identified on FORM C. Vendor Name AULSCO (Ronam,�. Licoridr, LLC T Vendor Authorized signature: (Name printed or typed) Title; VICE aE_�Sttull- Executed this oday of 2o4— NJI'A Conti-act Number 082114 0 —L Page 185 of 577 Form P-NJPA RFP#082114 Effective Date: August 22,2014 Indoor-Outdoor Athletic Surfacing with Related Equipment Products,Supplies,Installation and Services Sub-Category: Athletic Field/Court and Parking Lot Lighting System Manufacturer: Musco Sports Lighting,LLC Address: 1001st Avenue West,PO Box 808 City,State,Zip Code: Oskaloosa,IA 52577 Contact: Amber Schulte Phone: 800-756-1205 Ext.4088 Fax: 800-374-6402 Email: musco.contracts@musco.com Federal 11)#: 41-1511754 LIGHT STRUCTURE GREEN TM(LSG)PRICING: All prices include delivery within the Unisted States and Canada to the job site and are for lighting system materials only. Terms:25%of contract price required with order. Balance due Net 30 days upon delivery. All prices includes 25-year product assurance&warranty program and controls&monitoring FOOTBALL Average 25 Year Average 25 Year Maintained Avg KW Per Operating Price for Maintained Avg Kw Per Operating Price for Field Size Pole Setback Light Level Hour Costs Material Light Level Hour Costs Material 360' x 160' 50' 30 PC 37.5 $37,536 589,156 50 FC 62.6 S62,560 5131,694 360'x 160' 70' 30 FC 43.8 $43,792 5101,988 50 FC 68.8 S68,816 $138,563 360'x 160' 100' 30 FC 50 $50,048 S120,469 50 FC 81.3 $81,328 $171,414 360'x 160' 120' 30 FC 1 56.3 1 $56,304 1 S142,563 50 FC 1 93.8 1 $93,840 1 $214,899 SOCCER Average ear Average Year Maintained Avg KW Per Operating Price for Maintained Avg Kw Per Operating Price for Field Size Pole Setback Light Level Hour Costs Material Light Level Hour Costs Material 330x200 30' 30 FC 37.5 $37,536 S87,695 50 FC 68.8 $68,816 $138,841 330x200 50' 30 FC 43.8 $43,792 $106,659 50 FC 68.8 $68,816 $148,320 360x210 1 30' 1 30 FC 50 $50,048 1 $109,416 50 FC 75.1 1 $75,072 $147,468 360x210 50' 30 FC 50 $50,048 S114,309 50 FC 75.1 $75,072 $161,782 360x225 30' 30 FC 50 $50,048 S114.809 50 FC 81.3 $81,328 $171,636 360x225 50' 30 FC 50 $50,048 S114,809 50 FC 81.3 1 $81,328 $171,636 BASEBALL/SOFTBALL Average Average Maintained 25 Year Maintained 25 Year Light Level Avg Kw Per Operating Price for Light Level Avg Kw Per Operating Price for Field Type Field Size (Inf/Out) Hour Costs Material (Inf/Out) Hour Costs Material 60' Base Path 200' 30/20 18.8 $18,768 $57,520 50/30 25 $25,024 $67,326 00' Base Path 225' 30/20 21.9 $21,896 $62,514 50/30 31.3 $31,280 $75,452 00' Base.Path 250' 30/20 25 $25,024 $76,706 50/30 34.4 $34,408 $88.066 00' IlascPath 300' 30/20 31.3 $31,280 $87,854 50/30 46.9 $46,920 $113,172 00' Base Path 320' 30/20 34.4 $34,408 $92,886 50/30 53.2 $53,176 $123,020 90'Base Path 300' 50/30 53.2 $53,176 1 S125,423 70/50 84.5 $84,456 $185,719 90'Base Path 325' 50/30 62.6 $62,560 S146,981 70/50 93.8 $93,840 $204,834 90'Base Path 350' 50/30 68.8 $68,816 S157,459 70/50 109.5 $109,480 S242,782 90'Base Path 320/360/320 50/30 65.7 $65,688 S164,966 70150 103.2 $103,224 S234,164 90'Base Path 330/400/330 50/30 71,9 $71,944 S177,531 70/50 118.9 $118,864 5255,014 Page 1 of 3 Page 186 of 577 Form P-NJPA RFP#082114 Effective Date: August 22,2014 TENNIS Average 2b Year Maintained Avg Kw Per Operating Price for #Courts Light Level Hour Costs Material 2 50 FC 12.5 $31,280 $46.983 3 50 FC 18.2 $46,920 561.832 4 50 FC 1 25 1 $62,560 1 578.897 6 50 FC 1 37.5 1 $93,840 1 $109,376 BASKETBALL-OUTDOOR verageear Maintained Avg Kw Per Operating Price for #Courts Light Level Hour Costs Material 2 50 FC 12.5 $31,280 $41,285 BASKETBALL-INDOOR BASKETBALL-INDOOR with Remote Ballast&Dimming 25 Year Avg Kw Per Operating Price for #Courts Light Level Hour Costs Material I —94 x 50 80 FC 1 23.32 J$53,000 1 S31,450 PARKING IAT Price per Square foot 25 Year (to be used Parking Lot Avg Kw Per Operating Price for for alternate Area Light Level Hour Costs Material size areas) 320'x 200' 1 FC 1.41 $12,690 555,000 1.85/sq ft Control Link Retro Fit Control Link Retro Fit (Control Module only,adapts Communication Warranty Price for to existing contactors) Fees (Parts and Labor) Material (1)Service up to 7 Zones 10 Yeit s 10 Years 57,250 A. During the term of this contract,technical upgrades to these products may periodically become available and will be offered to the owner. Bidder reserves the right to supply upgraded technology provided it maintains the on-field lighting performance and enhances benefits. B. During the term of this contract if the State of Minnesota Building Codes/Wind speeds change,Bidder reserves the right to adjust pricing accordingly. Quote for bid based on structural code and wind speed of IBC 2009,90MPH,Exposure C. A change in building code and wind speed will have a direct affect on the bid price based on percentage increase.Alternate price for increasing buil ling codo from 90 to 120 mph: State in a value of%over base pricing for each field: 30%. C. The pricing can ako include equipment installation,per section 3.01 of the specification.Labor and materials for the complete installation, including,foundations,pole erection,trenching,backfill,conduit,wire,electrical distribution and service cabinet(s)and site restoration shall utilize the current RS Means pricing,coefficient and must also include the appropriate City Cost Index. RS Means Discount to be provided: 5% D. Manufacturers do not have to list electrical sub-contractors,however,the owner has the tight to reject through the submittal process,sub- contractors not licensed or listed with the local jurisdiction. Page 2 of 3 Page 187 of 577 Form P - N JPA RFP#082114 Effective Date: August 22,2014 E. Energy cost analysis listed in the hid above shall be calculated detailing energy and maintenance cost over a 25-year life cycle per the chart below.Note that this chart represents on-going and long term cost evaluation and is not in addition to the quoted prices. F. Sales tax,labor,and unloading of equipment is not included as part of the materials-only quote. G. Quote based on shipment of entire project together to one location. Delivery front time of order,submittal approval,and confirmation of order details including voltage and phase and pole locations is approximately 30--45 days. H. Confirmation of pole locations required prior to production,due to the built-in custom light control per luminaire. Luminaire energy consumption #luminaires x_kW demand per luminaire x.10 kWh rate x 400 a. annual usage hours x 25 years. (For Tennis and Basketball use 1000 annual usage hours) (For Parking lots,use 3600 annual hours) Not included in'warranty. See table b. TOTAL 25-Year Life Cycle Operating Cost above 1. If field usage hours exceed specified annual usage hours,bidder reserves the right to adjust pricing based on relantp quantities. j. This pricing list should not be considered complete and exhaustive due to the nature of each project being a unique,design-build situation. End of Bid Page 3 of 3 Page 188 of 577 CITY OF WATERLOO Council Communication Resolution approving the Sanitary Sewer System Master Plan, 2017 Condition Assessment, and the 2017 Capacity Assessment in accordance with the requirements of the Consent Decree. City Council Meeting: 12/18/2017 Prepared: 12/12/2017 REVIEWERS: Department Reviewer Action Date Waste Management Even, LeAnn Approved 12/13/2017 - 11:39 AM ATTACHMENTS: Description Type ❑ Consent Decree Requirements Cover Memo ❑ Condition Assessment Report Backup Material ❑ Sanitary Sewer Master Plan Executive Summary Backup Material Resolution approving the Sanitary Sewer System Master Plan, 2017 SUBJECT: Condition Assessment, and the 2017 Capacity Assessment in accordance with the requirements of the Consent Decree. Submitted by: Submitted By: Steven Hoambrecker, Director, Waste Management Services Recommended Action: Recommend approval and submittal of documents Page 189 of 577 CITY OF WATERLOO, IOWA WASTE MANAGEMENT SERVICES DEPARTMENT 3505 Easton Ave. • Waterloo, IA 50702 • (319) 291-4553 • • Steve Hoambrecker, Director December 12, 2017 Memo to Waterloo Mayor and City Council: RE: Support Resolution, submittal of Consent Decree required documents: Master Plan, 2017 Condition Assessment and 2017 Capacity Assessment Background Discussion In accordance with requirements stipulated in the Consent Decree agreement entered into between the City of Waterloo and the United States of America and the State of Iowa on October 26, 2015, three documents are required to be submitted by December 31, 2017: Master Plan 2017 Condition Assessment 2017 Capacity Assessment A formal consent Decree update was presented to the city council on November 13, 2017. A follow-up update discussion was presented to the city council on December 11, 2017. Recommended Action It is recommended that the city council support the associated resolution on the December 18, 2017, city council agenda recommending approval and submittal of the associated three documents: Master Plan 2017 Condition Assessment 2017 Capacity Assessment Page 190 of 577 Prepared by Waste Management Services Department City of Waterloo, Iowa December 2017 Sanitary Sewer System Condition Assessment Final Report Page 191 of 577 Sanitary Sewer System Condition Assessment Final Report Cy A Amoco 1. CertiriCatioll St�jtel-nenll_ I AW AndwY punuly Of hVV that US Anu nic M j K W M durmw wan prcpamd unihr my C::1.�':l jQ11 -ti accardunue will, ;. s)W viii C ini hn A :n iNm I r- KO jiaHhed personnel >OPP kyy a I Ur UIALIUval A ak CC "::A WHO!I WH Miluiii °!--f:uirzff tbepc'-son,or P!, (I '-':P'"':'ti t"-.0 system. or Citi` a I;mom in vzWly a A pmv Pie A)r gVer-Ing 70- i ri I ri I-:!i;ii I ,-. t li( !Wrtuajon sOnAwd K X tic ': Es L a I rig k-nvvma qe und lid i nk truo, a rcu rato, Inc com V do - KMT no PCrSon'll 1%'..1')',vk_d,9r0 Ell;jl 1 he inCor'll"M i n ii �i.-hrri ii i(-(,' I-,; (it.,.cr t'-.r ti'lle, w,,:u raj'.e, I!-cJ ::rnnji:isLs:. I !m tha:V=o wo MgMums porm Rks Or sAQWr V 41 ng we lrnprimmui c[it knov..'i 11A �tcvTn WxPrM Vu Page 192 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo Table of Contents Certification Declaration............................................................................... CD-1 ExecutiveSummary.................................................................................................................5 1.0 Introduction ......................................................................................................................7 1.1 Purpose....................................................................................................................................7 1.2 Regulatory Requirements .......................................................................................................7 2.0 System-Wide Inspection Activities.................................................................................8 2.1 Inspection Method Overview...................................................................................................8 2.2 Gravity Sewer Main Inspections...........................................................................................11 2.2.1 CIPP Program ........................................................................................11 2.2.2 Gravity Sewer Main Inspection Table...........................................................19 2.2.3 Storm Sewer Cross Connects.....................................................................20 2.2.4 Further Investigations...............................................................................23 2.3 Gravity Sewer Main Inspection Status..................................................................................25 2.4 Manhole Inspection Status....................................................................................................26 2.5 Pump Station Inspection Status............................................................................................26 2.6 Force Main Inspection Status ...............................................................................................27 3.0 Categorization of Sewer Main and Manhole Condition ..............................................29 3.1 Guidelines..............................................................................................................................29 3.2 Condition Categorization Summary......................................................................................30 4.0 Condition Assessment Results ....................................................................................32 4.1 Condition Assessment Guidelines........................................................................................32 4.2 Condition Assessment Results.............................................................................................34 Page 193 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo List of Appendices Appendix A Standard Observations for Sanitary System v.3 Appendix B City of Waterloo Annual DNR Reports Appendix C Gravity Mains Inspection Ratings: SA 15, 16 and Determined Portions of SA 10, 11, 12, 13 and 19 Appendix D Storm Intakes Connected to Sanitary Systems Report Appendix E AECOM Sanitary Sewer Smoke Testing Final Report Appendix F AECOM Hydraulic Model Final Report Executive Summary Appendix G WMSD Memorandums on Lift Station and Force Main Assessments Appendix H AECOM Review of Five (5) Sanitary Sewer Pumping Stations Appendix I AECOM Technical Memorandum of Lift Station Rehabilitations/Replacements Appendix J Waterloo Inflow& Infiltration Program: CIPP and Manhole Rehabilitation Summary Appendix K City of Waterloo Condition Remedial Measures Map Page 194 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo List of Tables Table 2-1 Service Area Groups....................................................................................11 Table 2-2 WMSD Condition Categories.........................................................................19 Table 2-3 Storm Sewer Cross Connects........................................................................21 Table 2-4 Gravity Sewer Main Inventory and Inspection Status Service Area 15 and 16..........25 Table 2-5 Gravity Sewer Main Inventory Service Area 10, 11, 12, 13 and 19.........................25 Table 2-6 Gravity Sewer Main Inspection Status Service Area 10, 11, 12, 13 and 19..............26 Table 2-7 Manhole Inspection Status............................................................................26 Table 2-8 Pump Station Inspection Status.....................................................................27 Table 2-9 Force Main Inspection Status........................................................................29 Table 3-1 Service Area 15 and 16 Condition Categorization Summary................................30 Table 3-2 Service Area 10, 11, 12, 13 and 19 Condition Categorization Summary ................31 Table 4-1 Service Area 15 and 16 Condition Assessment Results.....................................34 Table 4-2 Service Area 10, 11, 12, 13 and 19 Condition Assessment Results......................35 List of Figures Figure 2-1 Condition Assessment and Remediation Process and Guidelines.......................8-9 Figure 2-2 2013 Backup&SSO Summary......................................................................12 Figure 2-3 2014 Backup&SSO Summary......................................................................13 Figure 2-4 2015 Backup&SSO Summary......................................................................14 Figure 2-5 2016 Backup&SSO Summary......................................................................15 Figure 2-6 2017 Backup&SSO Summary......................................................................16 Figure 2-7 Basement Backups&SSO/Bypassing Summary 2013-2017..............................17 Figure 2-8 Wellington Street Cross Connections Drainage Area..........................................20 Figure 2-9 Martin Court Sanitary Sewer Segments............................................................22 Figure 2-10 Martin Court Cross Connections Drainage Area ................................................22 Figure 2-1 Hydraulic Modeling Potential Capacity Constraints Map......................................24 Page 195 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo List of Acronyms CD—Consent Decree CCTV—Closed Circuit Televising CFS—Cubic Feet per Second CIPP—Cured In Place Pipe CMOM—Capacity, Management, Operations& Maintenance CWA—Clean Water Act DOJ—Department of Justice DS—Downstream DWF—Dry Weather Flows EPA—Environmental Protection Agency FOG—Fats, Oils &Grease GPD—Gallons Per Day GPAD—Gallons Per Acre Per Day GPCD—Gallons Per Capita Per Day IDNR—Iowa Department of Natural Resources IDOJ—Iowa Department of Justice 1/1—Infiltration and Inflow MGD—Million Gallons per Day NPDES—National Pollutant Discharge Elimination System O&M—Operation and Maintenance PM— Preventative Maintenance QC—Quality Control RDII— Rainfall Derived Infiltration and Inflow SA—Service Area SSO—Sanitary Sewer Overflow SWMM—Storm Water Management Model US—Upstream WaPUG—Wastewater Planning Users Group WMSD—Waste Management Services Department WWF—Wet Weather Flows WWTP—Wastewater Treatment Plant Page 196 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo Executive Summary On October 26, 2015, a Consent Decree executed by the City of Waterloo, Iowa, the United States Department of Justice (DOJ), the Iowa Department of Justice (IDOJ) and the Environmental Protection Agency(EPA)was lodged in United States District Court, Northern District of Iowa Eastern Division. The express purpose of the parties entering into the Consent Decree was for the City of Waterloo to take all necessary measures to achieve full compliance with the provisions of the Clean Water Act(CWA), the Iowa pollution control laws, and all applicable federal and state regulations, as implemented by the City's National Pollutant Discharge Elimination System (NPDES) Permit, with the goal of eliminating Sanitary Sewer Overflows (SSOs), Building (Basement) Back-ups, and Prohibited Bypasses. One of the requirements of the Consent Decree is that the City must conduct a Condition Assessment of its sanitary sewer system as described in Appendix 6 of the decree. The Condition Assessment must evaluate the condition of the sanitary sewer system through a series of investigative steps, data review and data management. The City of Waterloo Waste Management Services Department (WMSD) conducted a targeted inspection and assessment of the condition of its Gravity Sewer Mains, Manholes, Pumping Stations and Force Mains within the Sanitary Sewer System to identify structural defects and sources of Inflow and Infiltration (1/1) in the Sewer System that have caused or significantly contributed to previous SSOs, Basement Backups and Bypasses and/or are likely to cause or contribute to them in the future. The City was required to have assessed the condition of the Sanitary Sewer System in phases. Service Areas (SA) 15 and 16 was assessed by September 30, 2016 and WMSD reported the results to EPA/IDNR on December 22, 2016. The City was also required to assess and report on portions of Service Areas 10, 11, 12, 13 and 19 determined by the City using best engineering judgment to have excessive wet-weather flow. Henceforth in this report, these portions of Service Areas 10, 11, 12, 13 and 19 will be referred to as the"determined portions". WMSD met the required assessments and completed the following tasks: • Identify storm water cross connections and unauthorized direct connections in the Sewer System: All of the remaining identified cross connections are in Service Areas 10, 11, 12, 13 and 19. Previously there were twelve (12) known connections in SA 17 along Wellington Street but these cross connections were removed in the 2017 Street Reconstruction Program. There were also two (2) intakes removed during the 2016 Street Reconstruction Program at the intersection of Grant Avenue and Randolph Street. No cross connections were identified in SA 15 and 16. The City Engineering Department continues to work with WMSD to identify and eliminate cross connections between the storm sewer system and the sanitary sewer system in service areas outside of 15 and 16. As cross connections are identified, they become part of future Street Reconstruction Programs to be eliminated when economically feasible. • Identify conditions in the Sewer System that contribute to SSOs, Basement Backups and Bypasses: WMSD has rated the physical and/or structural conditions and 1/1 sources for Gravity Sanitary Sewer Mains in SA 15 and 16 and those determined portions within SA 10, 11, 12, 13 and 19. Gravity Sewer Mains rated as severe sources of 1/1 during wet-weather flows, and not determined to have capacity constraints, became part of the CIPP and Manhole Rehabilitation Program that included Cured-In-Place Pipe (CIPP) lining. This program also included manhole inspection, repair and rehabilitation work to eliminate sources of 1/1 in the manholes. Repair and lining work required for Manholes rated as Severe or Medium has been included in the initial phases of the CIPP Program. Further CIPP lining and manhole work, as well as remedial measures for gravity sewer main repair, are included in the City of Waterloo's Phase III CIPP & Remedial Actions Project. The Pag§ 197 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo physical conditions and design constraints of Force Mains and Pumping Stations in these areas have been identified as well. • Identify Force Main conditions: Visible inspections of Force Mains in SA 15 and 16 and the determined portions of SA 10, 11, 12, 13 and 19 have been completed and an inventory developed. • Data Review and Management: As detailed in this report and its appendixes, WMSD has reviewed known data concerning historical SSOs, Basement Backups and Bypasses and the Sewer System attributes in SA 15 and 16 and in the determined portions of SA 10, 11, 12, 13 and 19. • Investigative Activities: Investigative activities have been conducted to allow characterizations of structural conditions and other Sanitary Sewer System limitations that contribute to SSOs, Basement Backups and Bypasses. Activities include CCTV inspections of non-plastic Gravity Sanitary Sewer Mains, visual inspection of Manholes and ground surface conditions and, where appropriate, smoke testing and external building inspections. In Section 4.2, Condition Assessment Results, summary Table 4-1 contains the assessment ratings of SA 15 and 16 identified prior to any of the City of Waterloo's CIPP Program work being completed as well as the assessment ratings after CIPP Program work through the completion of Phase IIIA. There have been significant improvements in the overall condition of SA 15 and 16 with miles of gravity sewer mains rated as Severe being CIPP lined and manhole repairs and rehabilitations completed. The success of this work is seen in the reduction of SSO volume totals in SA 15 and 16. Prior to the completion of most CIPP work (in 2013 and 2014), WMSD data shows SA 15 and 16 as major contributors to the overall totals of overflow in Waterloo. Data from 2015 through September 30, 2016 shows a great reduction in the amount SA 15 and 16 contributed to total overflows, while the data from 2017 (through September 30th) shows no instances of prohibited flows in SA 15 or 16 at all. Table 4.2 summarizes the assessment ratings Pre and Post — CIPP Program work for those determined portions of SA 10, 11, 12, 13 and 19. As the focus of the CIPP and Manhole Rehabilitation Program shifts, the City anticipates the future program work that is detailed in the Master Plan, to have similar effects in those excessive wet-weather flow areas of SA 10, 11, 12, 13 and 19. As further detailed in the Consent Decree, all other sanitary sewer segments in all other service areas must be assessed in accordance with the City's Capacity, Management, Operation and Maintenance (CMOM) Program. The investigations in the remaining sections of the Sanitary Sewer System will consist primarily of(CCTV) inspections of gravity sewer mains by WMSD and rating with the CUES Standard Observations of Sanitary Systems guidelines. Assets including manholes, pump stations and force mains will also be inspected and assessed. These efforts will continue to be detailed in the CMOM Reports prepared by WMSD and the Annual Status Reports. Pagg 198 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo 1.0 Introduction 1.1 Purpose On October 26, 2015, a Consent Decree executed by the City of Waterloo, Iowa, the United States Department of Justice (DOJ), the Iowa Department of Justice (IDOJ) and the Environmental Protection Agency(EPA)was lodged in United States District Court, Northern District of Iowa Eastern Division. The express purpose of the parties entering into the Consent Decree was for the City of Waterloo to take all necessary measures to achieve full compliance with the provisions of the Clean Water Act (CWA), the Iowa pollution control laws, and all applicable federal and state regulations, as implemented by the City's National Pollutant Discharge Elimination System (NPDES) Permit,with the goal of eliminating sanitary sewer overflows (SSOs), building back-ups, and prohibited bypasses. One of the requirements of the Consent Decree is that the City must conduct a Condition Assessment of its sanitary sewer system as described in Appendix 6 of the decree. The City was required to assess the condition of the sanitary sewer system in Service Areas 15& 16 by September 30, 2016 and report the results to DOJ/ IDOJ / EPA by December 31, 2016. The City is further required to assess the condition of the sanitary sewer system within Services Areas 10, 11, 12, 13 & 19 determined by the City using best engineering judgment to have excessive wet-weather flow and report the results in conjunction with the Sanitary Sewer System Capacity Assessment and the Sanitary Sewer System Master Plan which must be submitted by December 31, 2017. Sanitary sewer system components in all other Service Areas must be assessed in accordance with the city's Capacity, Management, Operation and Maintenance (CMOM) program. All data from charts included in the Interim Condition Assessment Report has been re- reviewed during preparations of the Final Condition Assessment Report and where necessary, minor corrections were made. None of these minor corrections impacted the conclusions or recommendations of the reports. 1.2 Regulatory Requirements This Report summarizes Condition Assessment activities pursuant to Paragraphs 19 and 20 of the Consent Decree. These Condition Assessment requirements include Gravity Main Sewer Inspections, Manhole Inspections, Pump Station Inspections and Force Main Inspections. Pag6 199 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo 2.0 System-Wide Inspection Activities 2.1 Inspection Method Overview WMSD categorizes many of its activities in the collection system as Preventative Maintenance (PM), part of the ongoing practices to include routine pump station inspections, pump station repairs, sewer main cleaning, closed-circuit television inspections, manhole inspections, condition assessments, spot repairs and asset rehabilitations and replacements. As outlined in the Sewer and Manhole Condition Assessment and Remediation Process and Guidelines flowchart depicted in Figure 2-1, the results and assessments of these PM measures are recorded in our asset management databases with defects rated and reported so that productive and cost-effective Remediation Programs can be put into place. Figure 2-1 Sewer$1,manhcl_ r ,., .. Assessment Proc�s rlovwtho.-t t1'1 Reatr,retfarr Structurof Tusdr Traria F Renovation HPmM al Mrao.lrrs, `ask T1t in Prug an In tial flan ni ng F.LFl afti�AiSdh riY5 Rfo.e55: s.'i"L..'Fe-..:,.''t'.I. —Yc MFI IilwPf![iM'L ............. r IuAr iu s.T-1 . uVCliiv'R'a Y 'h'CRII[{ thminitlna the Vi sul ces Ide rjlied by mH InsrecrlDn 8 *rnke - Trcting FhmwnMr W€5-Yvemher pa-or[hlc rEhIK ea (y,n?rflGVl1�1! fbr�+[hart. "rnerNv.' n Ja Zn P I I ^:1 WMIlr3 L•,. ,;r,t Eliminaci g the Ij I SOUr:.fS Aenaldled by Priv=a P crip - w lni*eaion ElpininH[e .:^rrc yk'.�I rr Tc.tlinC of 51u„SiwPii wth -narrcm[CRY-rail po,lwv Dp Tcsta ry� Are Sevi&5 w Cor*tructed of*n- { YAM !plastic PipetMatenals7.' rh rn Pagg 200 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo 191�rartrPtf it�tf I'J'M"N'rtrMn= CCI1+�".5:r,:':I':: � Yw those caie�nrlcs of d:elecis I..f,: s eahlhrtn¢the greatest level al 41awSv cl HM public dewolotiem.the ei(tatest h9k or { -tail.^d lad.re,andl�a'the Se'wer Ripe and' . wesrest amount o1111 c drihxAor3, Manhade fbePrCta Berra t ¢ aer1 I trms IHiy Yir ,-Lar ', H t" �:� Diasxmredkhatare Bated �� rabrms'Sauar.}","Lark',"Haawr"r 'SevereW a')'OLI tnnpltudlnal-MfJtlple",`61tfiltiple- ..i`-`anrxw. ll/ Wrder'�' purl-Wider'mddor the dciinitids+ rama2 qsms RerrtadtilW PLINK I `'•Ftarap` Swain 2Ird MUal holt Lte�ects Rated"5c Derr (et al I'111 • Any Bow*Cmi&d by the Rhl.5eaur ❑utput Fmm Rrenndlaret Fri%aW Ifl S�orxms shat. CAPa0ty SEdoT Ifl Saurces that I tdlt5+e Beim Angly;rtAk are Cost E'Hectivet2lto 6ticaranEderJjB Train_ 6lfrninate } 121'Gast4llertrrcs mImam The } Condition rLemedieton lhet n km (osllyrhanrNeCusaYM -�✓ Rsamodlaaan ihas wr.uld aiturv.sr Of� 9/qt- ` tic squired t9transpartthe I/I that Waa*ttlr -mould beelvnnatrdtbmxucl-s :. GhM'llGrri Csufarl lid' C.andiilorr Harnbdladon. Ip CarrtllAtlb tQ I�G[AMF k '\. Ater P4dliCSewer mndalarlhda � t Deets llzted-Sevexe let el" } U'v�trtFram CefecvI�rrale Co `� ��J�ndCGdR'��Gtivt( C�psr47Ti � +Itr.r �.v'r n'id sry � . r Ar ak�sis Tesi Effects. l�r to Lmd7ate ' L+e ?Mre Pt4YWCe eC<or TIaI1 , will wet "41�att�tDr'arllmru . 'iiu#CA bf 44 Ci�ldnua 9G Clocu+ �+ _ AIRerI�elnedlatlorMo[All@atert?Rate�" [JEsrCI G'4mdrrirn lirrr-r Pmt PL-in .:' "; crc�Bt al'( i All PrI VEMTeI"agy#pr ` iYearlrJurie:AlDefdffL FJILed'"Semief_t DefertsBg)taM'tned1 tIeCW&-UNKtive E4 I"I1).All private 5ect,-,Pefo,"; I f}tc p,mlt�vtT;aoai F l+didlklasat niLtr'rmined to hp[nu Yfir•rhw 1?)to [>s+fects ltaRttetriipladbok.it Elininait;aed,ddl A4Jincnal 6epecm .LL Cufit_PJ7ecf11C.[7' , llererrnlned W beOnt EFfeizve OW ElNrnittaFe €hitsilipie Trn ung;',wr,+OM.1 a „1,o ... n F-1 i;;nr nur t0 MD-117r I..-I '1.-. JI:'.i a:> S Wei dud f la1Flu .-_t. f7wsroverecl b r r. In 2015,WMSD purchased additional cleaning and televising equipment, vehicles and software from CUES, a leading manufacturer in closed circuit television video inspection, pipe profiling equipment and inspection/asset management software for sanitary and storm sewers. This investment is allowing WMSD to meet requirements of the Consent Decree and its CMOM Program by improving the efficacy and efficiency of its Inspection Methods. Closed-Circuit Televising WMSD Sewer Maintenance has three (3)televising crews.A crew consists of the televising van and a cleaning truck. A steerable camera is dropped down the manhole and driven into the sewer main.That camera can travel up to 1000'through 6"to 30" and larger diameter pipe. The CUES OZIII camera that WMSD operates routinely has zoom pan and tilt, enabling entry even in difficult asset conditions and performs standard sweeps to create quality video inspections.WMSD has the option of using a CUES Digital Universal Camera. This high resolution digital camera produces a rapid and detailed scan of pipe conditions and creates a pipe profile that is stored in the asset database, allowing a visual of the entire pipe segment at once. Video inspections from both cameras are viewed, rated and stored within the Granite XP software. CUES personnel trained WMSD Sewer Maintenance and CMOM staff Pag@ 201 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo in an EPA-approved and uniform rating system. The scoring of observations within each video inspection produces a rating from 0 to 100 upon completion of the inspection. The CUES manual for Standard Observations of Sanitary Systems is included in Appendix A. Cleaning WMSD uses Vac-Con, Camel and Flusher trucks for their sewer system cleaning. The high- pressure hoses and specialized nozzles and lumberjack/root cutting attachments of these cleaning, hydro-jetting vehicles remove root and grease blockages in the sewer mains. The high-pressure hose pushes forward while the back flush of the water draws loosened debris out of the pipe.WMSD has a program in place for more frequent maintenance cleaning in areas identified to have problems associated with excessive root intrusion or grease build- up. The City of Waterloo has also implemented a Fats, Oils &Grease (FOG) Program. This program is responsible for the education of Food Service Establishments in Best Management Practices for managing grease waste and inspects these establishments on a regular basis to ensure compliance with the City of Waterloo's ordinance on grease traps and interceptors. Pole Camera WMSD uses a portable Pole Camera for inspecting wet wells, manholes and pipes (including force mains)that are too narrow or otherwise difficult to reach for a steerable camera. The pole camera system allows for inspecting and recording these areas with no-man entry. Smoke Testing Field crews injected smoke into sanitary sewer pipe segments and revealed some relatively significant sources of 1/1 in SA 18. Video recordings and inspection sheets were provided back to WMSD showing locations where smoke was forced from anywhere but manhole lids and roof vents.As specified in the Sewer& Manhole Condition Assessment Process Flowchart from Appendix 6 of the Consent Decree, the identified 1/1 sources led WMSD to further investigate with manhole inspections and CCTV inspections of the sewers. In instances where eliminating 1/1 would reduce wet-weather flows,these repairs will be added into the next phases of CIPP lining and manhole rehabilitation projects. The Smoke Testing project findings included some 1/1 sources that are privately owned. In these cases, WMSD has notified property owners of the issue and will work to obtain solutions. Excerpts from the AECOM Sanitary Sewer Smoke Testing Final Report are located in Appendix E. Exterior Building Inspection WMSD Maintenance staff developed a condition assessment approach for pumping stations and force mains in SA 15 and 16 that included visual inspections of the building exteriors of these stations.A preliminary inspection was completed in December of 2015 and a follow-up inspection in May of 2016. WMSD used this same approach to conduct internal condition assessments of those pumping stations and force mains located within those determined portions of SA 10, 11, 12, 13 and 19. Inspections were conducted in August of 2017. AECOM provided a review of their inspections of five(5)of the major lift stations in Waterloo, including the structural condition assessments of North Hackett and Cattle Congress lift stations in Service Area 15.The full reports of these assessments are included in Appendix G and Appendix H. Pad@ 202 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo 2.2 Gravity Sewer Main Inspections 2.2.1 CIPP Program Program Background The City of Waterloo Waste Management Services Department(WMSD) has had pipe cleaning and close-circuit televising capabilities for some time. Historically, the primary use of the cleaning and televising was for investigating sewer system issues for the City's Engineering Department's Street Reconstruction Program. If defects were discovered upon inspection, those pipe repairs, rehabilitations or replacements became part of the street reconstruction plan. More recently,WMSD has increased the pipe cleaning and televising efforts and implemented a modernized program for reviewing and rating the inspections to assess the system's condition. As WMSD has more thoroughly developed its program for reporting SSOs, Basement Backups and prohibited Bypassing, the portions of the system requiring targeted inspection and assessment were identifiable. Figures 2-2 through 2-6 show the Basement Backups and SSO events for the years 2013, 2014, 2015 , 2016 and 2017 through September 30, 2017 that were reported to the Iowa Department of Natural Resources (IDNR). Many of these events occurred in repeated locations throughout SA 15 and 16 and I/I was determined to be a major contributor to the problem. This is a principal reason that the implementation of the City of Waterloo's recent Cured-In-Place Pipe(CIPP) Program focused on SA 15 and 16. This program began in 2014 and, in conjunction with the City's Footing Drain Removal Program targeting the same area, a reduction in Sanitary Sewer Overflow in those areas can be attributed. Table 2-1 Service Ar;Areas A) Groups Group included SA 18 18 SA 10-19 10, 11, 12, 13, 19 SA Other 14, 17, 20, 21, 22, 23, 99 Pa66 203 of 577 -c 0 N 0 0 m a� N (6 Q ii c �U co m � m -4 OLn 00 cn O wy Cn �' ri rl rl rl rl u} 0 p y cn cn to cn cn V W ■ ■ ■ ❑ ❑ � o ■ 13 E3 T pa O N N rI 3 � d u; o � mcn ' ti C3 N a� Al F- E E E w � ii o m > a° Lq p m v oo co iv co y �a as G+ a a a a O 2 0 �n w y ° vQ vQ vQ C ■ ■ ■ ■ ❑ ■ ❑ a� kD ■ ® ❑ CL w5 O O F- m > 1 n CO 4-J LWe C N m i4 u'S. 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R 0\ 7 E _ / - 5 \ Ln E \ 2 ........... § E m r � / , m a � -r- 0 § /o Aid .2 0 L) E / 2 CL CD CD cn CD < U') cn m 0 U) 4-- < 0 00 C4 a) 6n H g Ch > m 6 m 2� E jE 41 LM fn a) cm 115 w > LI-- QJ fn =2 D N C8 — 0.9 0 r- 2 - 0 Z, /j jEE rL 0 00 z z m 4c CL m Q N 0 \ § /\ §54 4 �\ E � � k k 3 � � § � 0 \ > ■ t k � A � \ j � m 0 3 ¥ q a 0 � _ � .n Ln / � rq � k � ® ƒ q E m : / \ LL --,z CD Ln 2 ~ \ 4-J � E (D 2 / 0 G � 0 CN Q 2 S § © S;UGA3 $nuuVlg Sanitary Sewer System Condition Assessment Final Report CIPP Program Summary The top sets of charts in every figure are a percentile breakdown of the number of occurrences and their locations of both Backups and SSOs. The bottom set of charts in each figure is the summary of the total volumes of overflow per Service Area for all reportable events that year. Table 2-1 is the legend for Service Area or Service Area Group. The variant red shaded pieces in the charts indicate SA 15 and 16. As shown throughout Figures 2-1 through 2-3, even when the total number of overflow events in SA 15 and 16 are relatively small, their volume of overflow makes up 40%, 50% and even 60% of the totals for all service areas. In Figure 2-4, for the year 2016,the number of occurrences in SA 15 and 16 has significantly dropped, as well as the volume of overflow. Figure 2-5 shows that for 2017 (through September 30th)there were no instances of prohibited flow in SA 15 or 16 at all. WMSD believes this can be attributed, in part, to the substantial amount of CIPP work that has been completed in those areas to date. The Footing Drain Disconnect Program has also focused in these service areas and has reduced a significant source of inflow to the sanitary system. As laid out in Appendix 6, Section 3.b.ii of the Consent Decree, after conducting the Condition Assessment in Service Areas 15 and 16, the City of Waterloo inspected Manholes and Gravity Sewer Mains within portions of Service Areas 10, 11, 12, 13 and 19 determined by the City using best engineering judgment to have excessive wet-weather flows. The City used the historical SSO information, in Figures 2-1 through 2-5 in the variant blue shaded pieces, and the data provided in the AECOM Hydraulic Model Final Report, to determine those areas of excessive wet-weather I/I to begin these targeted assessments. The Hydraulic Model determined those sewer mains and manholes that had potential capacity constraints; these segments, rather than being CIPP lined, were recommended for upsizing. The Executive Summary of AECOM Hydraulic Model Final Report is included in Appendix F WMSD televising crews first moved into SA 13, where a majority of Storm Sewer Cross Connections have been identified. Approximately 90% of SA 13 was televised by the beginning of 2017.WMSD then focused its televising efforts to the Dry Run Creek Corridor of SA 19, where most SSOs have historically occurred. Utilizing the Hydraulic Model's 10-year Design Storm", the areas within SA 10, 11 and 12 that were shown to exceed capacity in those wet-weather conditions were further investigated and CCTV inspected. Figure 2-11 shows hydraulic modeling results for potential capacity constraints in the sanitary sewer system. The capacity assessment modeling was used to prioritize projects which eliminate storm sewer cross connections. A high priority was given to eliminating those storm intakes which have historically experienced SSO or backups (or where the Hydraulic Model predicts that SSOs and Backups will occur under present conditions, regardless of historical record). Figures 2-4 and 2-5 chart the City of Waterloo's IDNR-reportable events for calendar years 2015 through 2016 where the majority of Backups and SSOs are in the SA Group 10-19, the area targeted for the past year's assessments. In 2017,through September 30th, all instances of Backups have occurred within SA Group 10-19 and there have been no instances of SSO or Bypassing to date(Figure 2-6). Figure 2-7 shows the total annual events from 2013 through September 30th, 2017 and how prohibited discharging trends are moving away from the historically troubled area of SA 15-16. This data is useful in determining the direction of the CIPP Program in the future and its inclusion in the Master Plan for this SA Group. The City of Waterloo has also focused on assessing areas within Service Area 18 (shown in the purple pieces in Figures 2-1 through 2-4)where high levels of wet-weather flows are suspected to be entering the sanitary sewer system. The more precise locations of each Backup and SSO, as well as rainfall amounts, are included in the City of Waterloo Annual DNR Reports from 2013 through September 30, 2017 in Appendix B. Padg 210 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo Continued Investigations As stated in Appendix 6, Section 3.b.iii of the Consent Decree, the City of Waterloo shall assess all Manholes and Gravity Sewer Mains that have not already been targeted as part of the Final Condition Assessment in accordance with the CMOM program.WMSD's CMOM Program requires inspection of its Gravity Sewer Mains on approximately a ten-year rotation. CCTV inspection will remain WMSD's primary activity to meet these requirements. The City of Waterloo's CMOM team, Sewer Maintenance staff and Engineering Department will continue to combine efforts in to determine investigative priority. The City of Waterloo's Service Area 99 that runs along the Cedar River contains its East Side and West Side Interceptors, both of which were constructed in 1938 and due to financial and time limitations has not yet been fully assessed. Portions of these lines within the levee have been investigated with a pole camera and, while the river levels were quite low in the fall of 2017, WMSD was able to televise several segments of the line that are normally inaccessible. Further field studies should be conducted to more completely determine the condition of these interceptors and confirm whether rehabilitation or replacement is necessary. 2.2.2 Gravity Sewer Main Inspection Table Since 2012, and as reported in the Interim Condition Assessment in 2016, WMSD performed CCTV inspections of all Gravity Sewer Mains inside SA 15 and 16 and rated the condition of each by September 30, 2016 using the CUES Standard Observations for Sanitary System scoring. A table of those ratings is included in Appendix C.Additionally, from 2012 through the fall of 2017, CCTV inspections of sanitary mains within those determined areas of Service Areas 10, 11, 12, 13 and 19 have also been completed and the pipe within rated using the CUES system. Table 2-2 shows how WMSD scoring correlates to the Condition Categories listed in Appendix 6 of the Consent Decree. These tables are included in Appendix C as well and list the location description, upstream and downstream manhole identification numbers, rating/Condition Category and pipe diameter of each segment within those portions of Service Areas 10, 11, 12, 13 and 19 determined to have excessive wet-weather flow. Table 2-2 Condition Category Rating Lightest 0-19 Light 0-00 MediUrn 0-59 .severe 0-79 Most .Severe Pad@ 211 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo 2.2.3 Storm Sewer Cross Connects Identifying storm water cross connections and unauthorized direct connections in the Sewer System is another task under the Condition Assessment. The Waste Management Services Department has been continuously working with the City of Waterloo Engineering Department to identify these cross connections into the sanitary system.WMSD and City Engineering review video inspections of sewers to be included in upcoming Street Reconstruction and Overlay Projects and work together to eliminate storm water inflow sources wherever economically feasible. The Storm Intakes Connected to Sanitary System Report, prepared by the City's Engineering Department in conjunction with WMSD and AECOM, is included in Appendix D and details the existing conditions of all known cross connections,the description and priority of proposed improvements and the estimated costs associated with each improvement. Maps of each intake show the approximate drainage basins. As part of the 2017 Street Reconstruction Program, beginning in July 2017 twelve(12) intakes located at intersections along Wellington Street in Service Area 17 (Figure 2-8), which were removed. Figure 2-8 WELLINGTON STREET,FROM WEST 77" STREET To WEST 9T" STREET See image below for approximate drainage area per intake: . i ss ek Aoe■ .., 1 Aa Asrr. r^" +ww ACM CT „� •►' �'� 2 Aen. 1.5AMS 3-Eb Aer4f .a v dp .MF� Pac@@ 212 of 577 Sanitary Sewer System Condition Assessment Final Report City of Wat^tel^- WMSD included this cross-connected sanitary sewer main in Wellington Street in its Rainfall & Flow Monitoring Program and, in the spring of 2016, installed an AN meter in the line to monitor flows. WMSD will reinstall the meter and collect flow data post-reconstruction and the elimination of the storm water connections. Storm intakes were also removed from Fletcher Avenue and from the 1000 block of E 4th Street in the 2017 Street Reconstruction Project. Table 2-3 shows all known cross connections and their Service Areas. The majority of connections fall into SA 13 and 19 and these areas were part of the CCTV investigations for the Condition Assessment. Table 2-3 Storm Sewer Cross Connects Service Block Street Intersection Basin Disconnect Area Connections Date 9 ' 100 Elston Ave 2 19 Hubbard Ave & Columbia Cir 3 19 Kingbard Blvd & Columbia Cir 3 19 Kingbard Blvd & Fletcher Ave 2 2017 19 Drexel Ave & Reber Ave 3 19 100 Woodstock Rd 2 19 Mitchell Ave W & Derbyshire Rd 1 19 Cornwall Ave & Sioux St 1 17 Grant Ave & Randolph St 2 2016 17 9th St W & Wellington St 4 2017 17 8th St W & Wellington St 4 2017 17 7th St W & Wellington St 4 2017 13 Butler Ave & State St 2 13 Cottage Grove Ave & State St 2 13 California St & Blowers Ave 3 13 200 Blowers Ave 2 13 Dearborn Ave & Indiana St 4 13 135 Dearborn Ave 2 13 353 Indiana St 2 13 324 Butler Ave 1 12 Courtland St &Vinton St 3 12 Courtland St & Mobile St 3 11 1000 4th Street East 2 2017 10 Parker St W &Ackermant St 4 10 Marlin Ct (in alley) 1 10 300 Kothe Ave 1 PaO6 213 of 577 Sanitary Sewer System Condition Assessment Final Report Another storm water cross connections is located on Marlin Court(SA 10). There are four (4)sanitary sewer segments running down Marlin Court and one (1)segment at the intersection where these four empty into Conger Street. These sanitary sewer mains are known by WMSD to historically run full nearly all the time, making a full assessment by CCTV very difficult. There are no known reports of overflow or prohibited bypassing from these segments but this area will be prioritized in further investigations in conjunction with the surface water drainage issues here. Figure 2-9 shows the area in Service Area 10 and Figure 2-10 depicts the approximate drainage basin for storm water. Figure 2-9 1: FIT 3-11 ' J 11- 1-0 " � T 0 r -10- C? f V � N 1-01 r r 11 18- 2 11-20 - Figure 2-10 a V rI v a Pac@9 214 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo 2.2.4 Further Investigations In November of 2015, the City of Waterloo contracted out smoke testing work in the Southland and Audubon areas of SA 18. Field crews injected smoke into sanitary sewer pipe segments and revealed some relatively significant sources of 1/1. Although SA 18 is not specified as a problem area in the Consent Decree, the City of Waterloo has historic data of repeated SSOs in a corridor along Highway 63 as shown in Figures 2-1 through 2-4. The City of Waterloo Annual DNR Reports in Appendix B list the exact locations of those overflow points and the Sanitary Sewer Smoke Testing Final Report from AECOM details the results from the 2015 study. The Smoke Testing Final Report is in Appendix E. Since the completion of the smoke testing,WMSD has performed further investigations into the 1/1 sources discovered, including manhole inspections and CCTV inspections and has sent letters to property owners in cases of 1/1 from private sources. In June of 2017 WMSD worked with the City of Waterloo Street Department to complete a crack sealing initiative around manhole boxouts where smoke testing revealed sources of infiltration.WMSD will continue to make corrections in the deficiencies identified by the smoke testing results. In accordance with the provisions of Section V, Item 23 of the Consent Decree, the City of Waterloo submitted a Hydraulic Model Final Report by AECOM in August 2016 that included the evaluation of the three (3)events required by EPA and completion of Sanitary Sewer System Hydraulic Modeling. This calibrated model provides a sufficient understanding of the response of the City's sanitary sewer system to wet weather events to enable the City to identify appropriate remedial measures to address capacity limitations identified. AECOM used groundwater monitoring wells to correlate groundwater levels to the hydraulic model. WMSD continues to monitor groundwater levels, in addition to rainfall monitoring and collecting flow data from lift station hour meter readings,VoluCalcs and A-V meters throughout the City of Waterloo. The executive summary from the Hydraulic Model Final Report is included in Appendix F. WMSD used this information when determining the areas within SA 10, 11, 12, 13 and 19 that need further investigations for the Condition Assessment Final Report due in December 2017. Figure 2-11 is a map produced by the Hydraulic Storm Water Management Model (SWMM)showing the categorized potential capacity constraints analysis. The areas in black indicate parts of the sanitary sewer system where prohibited SSOs, Backups and Prohibited Bypasses have occurred in the past. These areas correlate with the historical SSO data WMSD has collected. The areas in blue indicated parts of the sanitary sewer system that hydraulic modeling predicts will occur under present conditions, but have not historically occurred. The areas in red indicate parts of the sanitary sewer system that hydraulic modeling predicts may occur under future conditions. Portions of the sanitary sewer system that have not already been assessed according to the requirements of the Condition Assessment, can be investigated using the modeling analysis as a means of prioritization. Pac@9 215 of 577 Sanitary Sewer System Condition Assessment Final Report City of Watedoo Figure 2-11 Hydraulic Modeling Potential Capacity Constraints w 91— M. lid l;.M_. - Ir,u end Prclblyd $ [7ccer uemx wmn!tumCw[ocmlane C � ; H ....,._.......... ..... � is .. 1. �...R, :.. Ir 5 IIJ 1-•IIS �i. II 4 h� � �- .II r - 4 �..y El I El L El I AU C-1 ■OILYTIJ.GNlA{1rY C9A®{RALA31 Page 216 of 577 24 Sanitary Sewer System Condition Assessment Final Report City of Waterloo 2.3 Gravity Sewer Main Inspection Status The following tables, 2-4thru 2-6, show the asset inventory and status of all inspections in SA 15 and 16 and the areas within SA 10, 11, 12, 13 and 19 determined to have excessive wet- weather flow. These tables are the summary of the work tabulated in Gravity Mains Inspection Ratings for SA 15 and 16 and for those determined portions of SA 10, 11, 12, 13 and 19 in Appendix C. The gravity sewer mains within SA 15 and 16 and the areas of SA 10, 11, 12, 13 and 19 determined to have excessive wet-weather flows were CCTV inspected and assessed according to the requirements of the Consent Decree. In SA 10 97.7% of the 17 miles of sanitary sewer were inspected and in SA 11 93.7% of the 18 miles were inspected. Those remaining lines (approximately 8,000 ft) are either inaccessible or were determined to be too costly to access, such as lines running under corn fields, within close proximity to railroads or in downtown areas already under road construction and heavily congested traffic. These will become part of the future investigations required within WMSD's CMOM Program Plan. Table 2-4 Gravity Sewer Main Inventory and Inspection Status Service Areas 15 and 16 Service Area 15 N N . Gravity Sewer_ .52,623' 143,376' Installed Prior to 1970 9.96mi 996 mi 100 27.15 mw 27.15 mi 100 Gravity Sewer- 20,446' Installed from 1970 10,321' 1.95 mi 100 3.97 mi 3.87 mi 140 through 1479 1.95mi Gravity Sewer- 5,907' 1.27 mi 100 18,893- 3.58 mi 100 Other Pipe 1.27mi 3.58 mi Total Assessed Area 13.03 mi 13,03 mi 34.6 mi 34.6 ani 1002 Table 2-5 Gravity Sewer Main Inventory for Service Areas 10, 11, 12, 13 and 19 Service Ser'vIce Service Service Service ,area 10 Area 11 Aii,&ea 12 Area 13 Area 19 Grav^it, Sewrer' Installed Prior t6 mi 26.9 mi 7.54 mi 8.92 mi 45.5-- mi P^ ta 1970 Grav^it�^Sewer- Installedfroni 1970 5.7 mi 5.9 mi 0.3 mi 0.58 mi 5.49 mi through 1979 Grav^it� Sewer Other Pipe 5.5 mi 3.7 mi 4.09 mi 5 Mi 8.65 mi Tabs Total Miles 36.1 mi 40.5 mi 12.03 mi 14.5 mi 59.66 nii e 2- 6 Pag§ 217 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo Gravity Sewer Main Inspection Status Service Areas 10, 11, 12, 13 and 19 Excessive Wet-Weather Flow Areas r . 1 x a i �. .l 1• .l r '1 89,338 ft 36 91,422 ft 97.70% .1 mi �43, 16.92 mi `' 17.31 mill 90,252 ft 96,322 ft 4t1,5 m 42..20% 9 3.71}°5 17.09 mi 18.24 mi 34,163 ft 12.03 mi 54% 34,163 ft 100.00% 6.5 rni 6.S rr1 68,795 ft . 9,842 ft 145 nil 89,40% Y00�5 13.03 mi 13 1.36 111i 182,003 ft . 182,0103 ft 6456 mi 5,�;&ll°� 1010%1010%34 5 rn i 19 34.5 mi 2.4 Manhole Inspection Status Table 2-7 shows the summary of Manhole Inspection work in SA 15 and 16 and the areas within SA 10, 11, 12, 13 and 19 determined to have excessive wet-weather flow. Manhole Inspections were completed through a compilation of effort from Phase I through Phase IIIA of the CIPP Project, a contracted manhole inspection project and the WMSD Sewer Maintenance staff. This summary shows that out of 1,077 manholes identified in SA 15 and 16 1,076 (99.9%)were inspected as of September 30, 2016. The remaining manhole is buried under the surface of a major roadway and very costly to access at this time. This roadway is scheduled to be reconstructed and the addressing the manhole will be part of the project. In those portions of SA 10, 11, 12, 13 and 19 determined to have excessive wet- weather flow 1,449 manholes were inspected by October 2017, assessing over 95% of those assets. The remaining manholes were buried under corn fields and inaccessible or within close proximity to railroads and determined too costly to access. Table 2-7 Manhole Inspection Status Condition p. ' r r Requirements* Service Area Asseszsrnent SA 15 Manholes vdauallnspecdonorPaleCarnera 323 323 100.00% 100.00% SA 16 Manholes Vi Ire —PI—Camera 754 753 99.90% 99.90% SA 10 Manholes visual dnspec or Pole r:amera 750 309 41.2096 88.73% * SA 11 Manholes V;ua Insp—d.n-NA.Camera 810 312 38.51% 89.60%* SA 12 Manholes vi—(inspection«Pole t�rnera 243 137 56.38% 98.56%'' SA 13 Manholes V—a Inspectional PoeCamera 278 42 15.11% 100.00%** Visual dnspection or Pale Camera 1 1243 1 649 1 52.21% 1 99.69%1' 'Includes manhole impections since January 1,2012 —Percentage of those portions required using best engineering j udgment to have ewra:ssrve wet-weather Row Pac@@ 218 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo 2.5 Pump Station Inspection Status The requirements laid out in subsections 1.b.iii and iv of Appendix 6 of the Consent Decree defined the assessments of all lift stations and forcemains serving the sanitary sewer system. The four(4) lift stations in SA 15 and 16 were assessed by the September 30, 2016 deadline and the six(6) lift stations within the determined areas of SA 10, 11, 12, 13 and 19 were assessed by September 30, 2017 by Maintenance and CMOM staff of WMSD.Table 2-8 summarizes those inspections and the full WMSD memorandums on the assessments is included in Appendix G.AECOM was contracted for a Review of Five(5) Sanitary Sewer Pumping Stations that included the two(2)lift stations in SA 15, North Hackett and Cattle Congress. The full findings of these inspections are included in Appendix G. Table 2-8 Pump Station Inspection Status AA1 Garden16 Twice Weekly* None None Midway 16 Twice Weekly" None None North Hackett 15 Twice Meekly* None 122,945 gal Cattle Congress 1-1 Twice Weekly' None None Tower Park. 19 Twice Weekly' None None Virginia 10 Twice Weekly" None None Airline Hwy 10 Twice Weekly' None None Titin 10 Twice Weekly" None None Park Road 10 Twice Weekly' None None Douglas j 12 Twice Weekly' None None on_I_,ec=i,r fi r •cue"Opera:iors and pump'oar rne#er reads are conducted a rniri"n imp cf tvice 2.6 Force Main Inspection Status WMSD implemented an inspection strategy for the Force Mains included within SA 15 and 16 and those determined areas within SA 10, 11, 12, 13 and 19. This included camera inspections of the Force Mains by WMSD Sewer Maintenance staff as well as a visual inspection of the ground surface along the length of the Force Mains. In the case of the Force Main of the Cattle Congress Lift Station, a portion of the pipe is fully visible where it runs along the Conger Street Bridge across the Cedar River. Table 2-9 summarizes these investigations and the WMSD memorandums detailing these assessments are included in Appendix G. Table 2-9 Pag@7219 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo Force Main Inspection Status u, TotaL •1 Asset Descripition Inspection1 ''t1'ns rv, • plete CCTV Completed CC 17V 20 ft. 20 ft. 100c., Visual Inspection of Ground Surface 2.0 ft. 20 ft. 100% CCTV 200 ft. 570 ft. 35% Visual Inspection of Ground Surface 570 ft. 570 ft. 100% CCTV 200 ft. 2578 ft. 8% Visual Inspection of Ground Surface 2578 ft. 2578 ft. 100% CCN 200 ft. 2824 ft. 7% Visual Inspection of Ground Surface 2824 ft. 2824 ft. 10036 CCN 200 ft. 495 ft. 40°x6 Visual Inspection of Ground Surface 495 ft. 495 ft. 100% CCN 18 ft. 18 ft. 100% Visual Inspection of Ground Surface 18 ft. 18 ft. 100% CCN 111 ft. 590 ft. 186 Visual Inspection of Ground Surface 590 ft. 590 ft. 100% CCN 92 ft. 92 ft. 10036 Visual Inspection of Ground Surface 92 ft. 92 ft. 100% CCN 77 ft. 77 ft. 10036 Visual Inspection of Ground Surface 77 ft. 77 ft. 100% CCN 57 ft. 168 ft. 256 Visual Inspection of Ground Surface 168 ft. 168 ft. 100% Pag@8220 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo 3.0 Categorization of Sewer Main and Manhole Condition 3.1 Guidelines Gravity Sewer Mains The City of Waterloo had started the initial phase of its CIPP Project in 2014. WMSD staff reviewed CCTV video of Gravity Sewer Mains in SA 15 and 16 from within the past three (3) years and rated it for defects to provide the data for repairs and rehabilitations needed for Phase I of the project. Since 2015, and the purchase of new CCTV equipment and software, any Gravity Sewer Mains that had not been televised since 2012 have since been inspected and rated within the Granite XP software using the CUES Standard Observations for Sanitary Systems. For those portions of the sanitary systems of SA 10, 11, 12, 13 and 19 determined to have excessive wet-weather flows, WMSD staff have reviewed any CCTV footage of Gravity Sewer Mains within those areas and rated it within the Granite XP software using the CUES Standard Observations for Sanitary Systems. All sanitary mains that had not been televised since 2012 were re-televised by WMSD Sewer Maintenance crews and rated with the same system. The CUES Standard Observations rating program uses four(4) main observation categories to code each pipe; these codes are Structural, Operation and Maintenance (O&M), Inventory and Miscellaneous.Within each observation group each type of defect are given a modifier/severity rating. For example, within the O&M category an instance of Grease (FOG) within the main is rated by the operator/observer with a modifier of Light, Medium or Severe. Upon completion of the inspection, the Granite XP software calculates each instance of defect in each category within that Gravity Sewer Main and a final score from 0-100 (100 being the most severe) is calculated and stored in the inspection record of the pipe. The manual for the CUES Standard Observations for Sanitary Systems is included in Appendix A. Scoring reports are tabulated and pipes with an overall score of 59 or higher fall into the Severe category and become part of a remediation project. In cases where the defect is an 1/1 source and can be eliminated with Cl PP lining, it has been added to that project. For SA15 & 16, where all Gravity Sewer Mains have been assessed, most of these severely rated pipes have already been lined with Cured-In-Place Pipe. Manholes The Manhole Inspections completed in SA 15, 16 and the determined portions of SA 10, 11, 12, 13 and 19 were above ground visual inspections and in some instances were completed with the use of a pole camera. Each Manhole was inspected for the need of Internal Chimney Seals, External Chimney Seals, Joint Repair, Manhole Lining, Grout Work and/or Miscellaneous Repairs and each manhole depth, material and condition was recorded. Manhole Inspection findings are tabulated and Manholes requiring internal chimney seals, box outs,joint repair or grout work for water staining, or miscellaneous work like bench repair or casting replacement, are rated Medium. Manholes needing to be fully lined with spray-on concrete are rated Severe. Manholes that do not require any work at all are rated Light. Pac@@ 221 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo Pump Stations The Condition Assessments performed on the Pump Stations within SA 15, 16 and the determined portions of SA 10, 111, 12, 13 and 19 included the potential for failure of individual pumps, redundant pumping capacity and the availability of alternate power sources. The detailed results of these inspections are included in the WMSD Memorandums from May 18, 2016 and August 17, 2017 in Appendix F. The SA 15 stations, North Hackett and Cattle Congress, one (1)of the SA 10 stations, Titus, and the SA 12 station, Douglas, were included in an AECOM Review Project and those results are included in Appendix H. Force Mains The assessments of the physical condition and design constraints of the Force Mains in SA 15, 16, and the determined portions of SA 10, 11, 12, 13 and 19 included visible inspections of portions of the Force Mains as well as a visible inspection of the ground surface over the entire length of each Force Main for leakage or other indications of Force Main deterioration. An inventory of the Force Mains was developed to include Pipe Material,Age/Install Date, Diameter, Length, Special Corrosion Protection Measures (if any), Typical Flow Rates and Operating Pressures. The WMSD Memorandums on Lift Station and Force Main Assessment from May 18, 2016 and August 14, 2017 (Appendix F)contains the detailed results of these inspections and the inventory of Force Mains for SA 15, 16 and the determined portions of SA 10, 11, 12, 13 and 19. 3.2 Condition Categorization Summary Table 3-1 summarizes the conditions of Gravity Sewer Mains, Manholes, Pump Stations and Force Mains in SA 15 & 16 and Table 3-2 is the condition summary of assets within those portions of SA 10, 11, 12, 13 and 19 determined to have excessive wet-weather flows. The condition categorizations of these assets are ratings prior to any work completed in the Cl PP Lining and Manhole Rehabilitation Program. Table 3-1 SA 15 and SA 16 Condition Categorization Summary Ser.ice area.15 Service area 16 1 . ■ 4 122 2 1. 16-7 265 1 1 categorj �- Medium 0.3 1-33 U 0 0_9 314 1 1 Cateaor - Light 9 1 C3 6 U 1 1- 175 G 0 U nc:r o i= p-it.r tt. tt7•a,Cl3P er Nl3nhcle F.e'n3bi it3ticn Program %vcrlc Pac§@ 222 of 577 ;a« 3®/ ) ! ` » ) « � © \ ® ] t & i � ) ` S # . ' d ) § p CD \ £ \ ! | ƒ \ . ' § § N ! / ° } } // \ / - m - o / \ , / o � ƒ ; } § ® . Sanitary Sewer System Condition Assessment Final Report City of Waterloo 4.0 Condition Assessment Results 4.1 Condition Assessment Guidelines Gravity Sewer Mains WMSD utilized the CUES Standard Observations for Sanitary Systems (Appendix A)to rate each Gravity Sewer Main CCTV Inspection in Service Areas 15 and 16 and the determined portions of SA 10, 11, 12, 13 and 19.When the inspection score for a pipe is over 59 (scale from 0-100)and it is a source of 1/1 that can be eliminated with CIPP lining, it was included in the CIPP Project.When these ratings are tabulated there are some instances where a segment rated Medium is between two (2) pipes rated Severe. In these cases, all three (3) segments are included in the CIPP lining. WMSD has worked with AECOM to tabulate phases of the CIPP Project to include the pipe segments rated as Severe during the investigations for the Condition Assessment. Phase IIIB, scheduled to commence in 2018, includes pipe lining in SA 11, 15, 16, 17 and 19, as does Phase IIIC. Phase IV is focused on lining in SA 12 and 19. Both Phase IIIC and Phase IV are anticipated for completion in calendar years 2018—2020. Phase V will consist of lining work in SA 10, 11, and 13 and is completion of this project is anticipated in calendar years 2021 —2023. The detailed summary of the CIPP Project is included in Appendix J, AECOM's tabulation of Waterloo Infiltration &Inflow Program. Manholes The visible inspections performed on the Manholes in SA 15, 16 and those determined portions of SA 10, 11, 12, 13 and 19 followed a format to identify whether each Manhole was a source of 1/1. The inspection findings were tabulated and Manholes requiring internal chimney seals, box outs,joint repair or grout work for water staining, or miscellaneous work like bench repair or casting replacements, were rated Medium. Manholes needing to be fully lined with spray-on concrete are rated Severe and are major sources of 1/1 during wet- weather flows. Spray-on concrete lining of these Manholes is a successful and cost effective method of eliminating 1/1. Manholes that do not require any work because they are not found to be a source of 1/1 are rated Light. WMSD has included the replacement, repair and rehabilitations of these Manholes rated as Medium or Severe in the phases of the CIPP and Manhole Rehabilitation Program. The detailed summary of planned Manhole work is included in AECOM's tabulation of Waterloo Infiltration and Inflow Program in Appendix J. Pump Stations The following four(4) lift stations were evaluated as part of the Interim Condition Assessment Report, submitted in December 2016: o Garden Avenue (SA 16) o Midway(SA 16) o North Hackett Road (SA 15) o Cattle Congress (SA 15) The following six(6) lift stations were evaluated as part of the Final Condition Assessment Report: o Tower Park(SA 19) oVirginia (SA 10) oAirline Hwy(SA 10) o Titus (SA 10) o Park Road (SA 10) o Douglas (SA 12) Pa J9 224 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo The WMSD Memorandums in Appendix G, the AECOM Review of Five (5) Pumping Station in Appendix H and the AECOM Technical Memorandum: Lift Station Rehabilitations/ Replacements from October 5th, 2017 in Appendix I report the findings of investigations on the condition of Waterloo Pump Stations and Force Mains, including the four(4) in SA 15 and 16 and the six(6) in the determined portions of SA 10, 11, 12, 13 and 19. The City of Waterloo has a Capital Improvement Project in place to address the aging and deteriorated stations of SA 15. The current Northwest Interceptor Project will be funded through SRF and the contracted engineer is proceeding with the design phase. The Northwest Interceptor Project would eliminate the North Hackett Lift Station (and the frequent bypassing events that have historically occurred there). This project would also remove a major portion of flows to the Cattle Congress lift station.A new, smaller force main between the new, downsized Cattle Congress Lift Station and the Northwest Interceptor is proposed. The Garden Lift Station needs to be addressed in the City of Waterloo's Master Plan due to sewer system constraints in that area. WMSD rates the Midway Lift Station as Medium; it is a small lift station and,though it is aging as well, can likely continue to perform adequately. Each of the four(4) Pump Stations in SA 15& 16 is aging and has reached its design life and the Cattle Congress station has high structural deterioration. The Master Plan addresses three (3)of the lift stations of the determined portions of SA 10, 11, 12, 13 and 19 that are aging and deteriorated and with conditions rated as Severe. The Titus lift station (SA 10)will be replaced to supply capacity for growth in the area served, as well as equipped with an emergency generator that the existing station does not have. The Park Road (SA 10) lift station will be rehabilitated to restore structural soundness in the wet and dry pits. The Douglas lift station (SA 12)will be replaced and will include provisions for the hook-up of a portable emergency generator. The Virginia lift station (SA 10), also rated as Severe due to aging and deteriorating, will be eliminated with the replacement of the Titus lift station. This new construction will eliminate the re-pumping of wastewater from the Titus lift station to the Park Road lift station. The Tower Park lift station (SA 19) is aging and will also be eliminated with the completion of the Dry Run Interceptor and Pumping Station Project which will be funded by the SRF Program. Construction for the Dry Run Creek project is anticipated to begin in 2018. The condition of Airline lift station in Service Area 10 is rated as Medium. Although it is also aging, it can likely continue to perform adequately. An older pump was replaced in 2011 and the only known issue with surcharging occurred in the record flooding event in 2016 due to a storm water overflow to the wet well. This overflow was discovered during that event and repaired immediately afterward. The following five list stations were not evaluated to meet the requirement of the Condition Assessment as part of SA 15 or 16 or those determined areas of SA 10, 11, 12, 13, and 19 but other investigations have determined their replacement or rehabilitation is necessary as part of the Master Plan: o Highway 63 South (SA 18) o Greenbrier(SA 10) o Webster(SA 11) o Cedar Terrace (SA 23) o Hawkeye (SA 23) Force Mains The WMSD Memorandum on Lift Station and Force Main Assessments in Appendix G, the AECOM Review of Five (5) Pumping Station in Appendix H and the AECOM Technical Memorandum: Lift Station Rehabilitations/ Replacements from October 5th, 2017 in Appendix I report the findings of investigations on the condition of Waterloo Pump Stations and Force Mains, including the four force mains (4) in SA 15 and 16 and the six(6) in the determined portions of SA 10, 11, 12, 13 and 19. The force main at Hackett in SA 15 is a PVC-C900 pressure pipe and relatively new. This force main will be eliminated with Pa J9 225 of 577 Sanitary Sewer System Condition Assessment Final Report City of Waterloo construction of the NW Interceptor Project. The Cattle Congress force main in SA 15 has corrosion and tubercles on the inner pipe walls.When Cattle Congress Lift Station is replaced, this existing Force Main will be eliminated. In SA 16 the Garden Lift Station will be rehabilitated and the associated force main replaced. Midway Force Main is an older pipe but is not experiencing any leaking. Three (3)of the Force Mains in the determined portions of SA 10, 11, 12, 13 and 19 are rated as Severe and are scheduled to be replaced as part of the Master Plan. This includes the Titus Force Main and the Park Road Force Main, both in Service Areas 10, and the Douglas Force Main (SA12). The aging Virginia Force Main (SA 10) is rated Severe and will be eliminated with the construction of the new Titus station. The Tower Park Force Main (SA 19) rated Severe, will be eliminated with the construction of the Dry Run Creek lift station. The Airline Force Main is an older pipe but there is no known leaking and it is likely to continue to perform adequately. Further Assessments As stated in the subsections 3.b.iii and 3.c.iii of Appendix 6 of the Consent Decree, all Manholes, Gravity Sewer Mains, Pumping Stations and Force Mains not already assessed to meet the requirements of the Condition Assessment, shall be assessed in accordance with the City of Waterloo's CMOM Program. 4.2 Condition Assessment Results Tables 4-1 and 4-2 show the summary of Condition Assessment Results. Each table contains a summary of conditions prior to any work in the CIPP Project(green)and the summary of conditions after all work completed through October 2017 (blue). Table 4-1 summarizes the before and after conditions for Service Areas 15 and 16 where a majority of CIPP lining has been completed and miles of Sewer Main have changed from a Severe rating to a Light rating. The work on Manholes, including rehabilitation (CIPP Lining)and repair work has affected the totals of Severe and Medium rated Manholes as well. Table 4-2 summarize the before and after conditions for those determined portions of Service Areas 10, 11, 12, 13 and 19. Some CIPP work has been completed in these areas, particularly in SA 19. Progress will continue in these areas as the City of Waterloo continues into the next phases of the program. Appendix K shows the map of the Condition Remedial Measures throughout the City. Table 4-1 SA 15 and SA 16 Condition Assessment Results .Service Area 15 Service Area 1.6 i 1 } 1 Cat Semere 4 122 2 1 16.7 265 1 1 Category B - MediUrn 0.3 133 0 0 0.9 314 1 1 9 68 01 1 17 175 Q 0 Condit-ion Number CategoryPost Sewer o ! • Force 1 Pump Force Sewer CIPP/Marihole Mains Stations Mains 1 i 1 ' ns Mains Rehabilitations* Category A - Severe 07.18 0 2 1 01.42 0 1 1 Category B- Medium 0.3 3 0 0 0.9 2 1 1 Category C<- Light 1 12.82 320 0 1 33.28 752 0 0 *Through CIPP/Manhole Rehabilitations through Phase I I IA Page 226 of 577 H 0 o - ƒ) - ? % ƒ _ / % f 2 § ! 2 % ! N LA \ § � § . ia § . ko • � m m — ) k � li 0 : - : } ! £ H 0 ! ! 0 )` i — % % ] k � Ln 00 | § � ui aa ! § � ] - " } a ; ! }! ! - - - ! ! \ - - - , }/\ - - - /) - - E 0) 10 1 ) \ ) k � 00 0 r, \ \ \ 00 - 00 to : . ) % ƒ 00 m ch: , �: , z , • } § ` 0) N § � 16 6 Lm - m } 4 co : li) p ! ! : ; / : : QQl . . / � \ 0 Sanitary Sewer System Condition Assessment Final Report City of Waterloo Appendix A CUES Standard Observations for Sanitary Systems Pacj@ 228 of 577 't1m$CBndard GI the Industry' Assel Inspip0Ion 8 IDeol3lan Support$uilwaro rar 959 Wa19r In9U6Lry E $ ldl"+yt JML� Standard Observations for Sanitary Systems v. 3 ?/N: TBD 042007 hL Il Ii Z . 1 yy ii� I I w'w IAS` 1. w Page 229 of 577 OBSERVATIONS/DEFECTS IN THE SEWER PIPELINE SYSTEM CUES INC. 3600, RIO VISTA AVENUE ORLANDO, FL 32805 Sanitary system standard abservations{defects Pay3 Page 230 of 577 INTRODUCTION Many municipalities have different department; dedicated to specific infrastructure issues. For example, an operation and maintenance problem is addressed by the Sanitary Maintenance Department; where as a structural problem would be maintained by the Sanitary Engineering Department. CUES standard observation codes are categorized so that users will be able to prioritize the task based on the category and assign follow up actions to the appropriate departments. The four observation categories for observation codes are: a. Structural b. Operation and Maintenance C. Inventory d. Miscellaneous NOTE: The users will be able to add/delete observations as needed and will also be able to create new categories based on their city/county requirements. Sanitary system standard abservations{defects pag3 Page 231 of 577 Structural observations The structural defects are detected as irregularities of the pipe. The structural problems will be corrected by repairing or by replacing the existing pipeline. e.g. broken pipe, collapsed pipe, sag in the pipe, lining failure of sewer line, etc. O&M (Operation and Maintenance) Operation and Maintenance defects will be resolved by cleaning or maintaining the pipe. Structural fix of the pipe is not required. 'Operation and maintenance' (O&M) includes all aspects of running a building over the course of its useful life. Because of the far-reaching nature of O&M, a well-designed and properly executed program is critical to the overall success of a "sustainable-designed" facility. e.g. grease, debrisr roots, Verminr lateral abandoned - unsealed, etc. Inventory The inventory is a list containing the content of a buried infrastructure. This will include the state and condition of a property including the pipe, the state of a property and also the structural fixtures and fittings. This is the information that the utility will be able to see, if necessary. e.g. clean out, lateral in the pipe, water mark in the pipe, dead end etc. Miscellaneous These are the observations that do not fall under either Structural, O&M or Inventory categories. Cities may or may not be able to see these observations if they send another crew to do an inspection again. e.g. camera under water, start downstream inspection, abandoned survey etc. Sanitary system standard observations{defects Fa_- 1 Page 232 of 577 OBSERVATION DEFECT DETAILk GROUP CODE MODIFIER O&M (OP'ERATION & MAINTENANCE) OBSERVATIONS O&M — 1 Deposits r9'}t Lght R Cowa g.f?rapW Gcuuty.FL,R•uja:^r_tit:rx 4: 319 - pnine larvace'Pips:Safi:ar chin AM a � Ip PfY76.:7. Or'ango comic-e.: P 31 iii-CaxwIna PiFra:&5WWF WUiM 31P 003,_ .:,anitar-y system standard chservations/defects Gaga 4 Page 233 of 577 k CourPasa Grange Couno,FE;Pr,q srt.vanie: 31 Pd-conins Ten-are;Pips:Salm-Alain 3110049-'•'9 x04'0"!='N ^006 O&M 2 urease ..11-1-4 k a orrrts �. C7rarrgs '�.FL;Prart?1ram : 31gd-corr!n6e?7.jN7;Pips:SrlVC?•_Vain 31!260054—3IP60053 Qf d'']:00 30:35,0. AM Fi > SeTL,� t marts-.;�.. TJoe$enxr�tr, �ic�Pra,.:idsxar, Afelrariopial Sales, CUES 117c. OR Page 234 of 577 ,j a F .�, , Rai. $tt}�::sr{�ear{og rain 7rre���;'`�e�ac�°o'J{vrrxacl°m O&M - 3 infiltration CovrmU. Orangs Couro,FL:Prg;aclName: 3196-Con-ineTarrzw;ftw Ssuwr Maim :Cd 4-3I OEC B Qfl2-T-`� 68_46.36AJe'f j Medium Coarriss��. Craae Cou�r�,,FL: { 319 '-Corrina Torram;Prpa:.Sewwr. arar 3 -00059—J1960058 Qf 11.30:'5 8:4.6:36 AM Sanitary system standard ahservakiorls+defects Page 6 Page 235 of 577 COLOWLI OVCW�f,� -11.711D,FL: Name: 3IP -COn!H6 TM-ACT;Pips:;S,'I-.: 1.l f,a 3!0601 54—31P60053 Qf1211:Q 0 C ,a{ O&M - 4 Root Lig,t Lige_ kook �s•��1e�7 P?.,#e 1-ams:L'_,okonr m;Pips:,S aiw P-29-06-E.B.{-.drop) Ir caaarrfaul CUTS Sappaptf,JB Video Sanitary system standard observations{defects -__ - Page 236 of 577 Heavy, - Heavy Rook Problem O&M - 5 debris M , w �"�ouarlkz�e.�aaa�i�ton, ,��":�r�rsetl'a'arN�: Saawwnn ah Barn Q$'srla;Papa.-Sewer Main 10-33- 06-.501- 04-03) �-=30°rb r d 30% carea-fa;y.Hamiltoar, n.".ProjeetNasme: kinpvood,-Pit.=: aa311°aa Yuan 155.[ME 1034- 10+11 Sanitary system standard abserrationsfdefects Page 8 Page 237 of 577 4 Lateral a •ih O&M — 6 Abandoned - Unsealed C°ourte.v. Cross Fore Te--a tori, •`v';: p.°[?.iacr jam'.Egnt ro _11 Or ui';pip6:S'enver• O&M - 7 V e r rte in J�cc,croa,-h a krr :"ed .-ar -'Gerfrvror•. Rijis . ;s¢ lop + 87 Raitesnokc: Courre r.Dor Ber¢riv?. Vice-President, Irrrermatiorial Sales, CUTS Irre. Sanitary system standard observationsidefer-ts pad= 9 Page 238 of 577 other a x TRU CTU VATI N DEFECTS T Structural - 1 Bricks _.:.::....:::.......:.. ...........................:......................: ... X61 1, _ght �e s �r �Cvvna*•.Ne�filesidll�IMT i Mede_jm Irrfffiaarm"alSales, SUES Structural - 2 -Cavity -A MAN Medium Sanktary s}^stern standard observations/defects Page iG Page 239 of 577 } � G � , 3 � La g: �a��.�mw■m �:��d.mel�by IlfPipe:Sewer.A&M q-2!946-SO-1 4LF Dwd Znd-& 'Structural 3 Calla ed med 2- � «: = 3e ° » J, \ ` 7. z £ a m mA w. CE3» -Structural a Sanitary system standardot_a&a,Rdefects :w.R Page 240 0 577 r'y. r x ° Circular - Narrow r .i �=gym {.•,. i.Y Courau.,T. Orange Comer+,FL,-ProjectName: 31)6-Corrine op-race, Pipe:Sew-sr-Marra 31064- qirl.P30,,--700d 2.-04:40 PM RIO k1�1 �• �L:% k 44d 14 0 F u I AXP a i�luY III C'o=&� 7•. Orange Coupe jy FL;Prgaecr Narara•J 3h)d-Corrine I'erxac3e;Pres:Serer Maim Longitudinal w gal - 31960054-3f 601753 Qf I?-1r2JOo 20:33:02 Narrow i 4 o _Bf OR Cow-r.g;.v. CLUES.Town:Sample DB Yideo, ianetary system standard obseivations/defects Pace 1-' Page 241 of 577 Multiple - NaITOW rw r`orarx&:v. Orango Laurin,FL:Fr-riecr Name: TOJrace;Prpe:Sa1+•CF-V47rn 32 9600.52 of 11;30.2000 10:30:3_ _&Y Sp:ral - Nar ro4rr Circular- - Wicer f Longitudinal - Wks,,er Y Loral"t_ t m;f- :ri,FL,Frgjecr=;rrlaes: _�,- "'ryq?jne �_ a:i:_::pipe:Salver LIM 3106004-5—31P606-44 of 12Z5.VO :-:43_•33 _A-%Y vl, M u!tipie -' 'Nide 1 7 � M �'oa�rre-1•.,}�a�raJ��rr"1;"r;Pr•c�ecr��rarare:�Too�kov� Mtn Pipe:4Q -'P-Oo-f.B Qr9..100 -7006 21:55:05 A'I Spiral - 'wider Sanitary system standard observations/defects pa_3 1: Page 242 of 577 A16�� Light Material s� Damage - Chemical � Problem Light Material Damage - Mechanical =roblem n III EAU[ 7 5p Medium 'Material Damage - Chemical Problem " 1 1 k Courtesy. C TT5Seawpis DS Vidso. Me&um: Material Damage - Mechanical Problem Severe Material Damage - Chemical Problem Severe Material Damage - Mechanlcal Problem Structural - 6 Flatten.-ed Lig ht Medium e're"e :Structural - 7 ]mint- ai : Light _anitay syrster' standard obsa,dations!defects Gaya 14 Page 243 of 577 Iv Medium Coua7a. -..Hamiltam,STV.-Project`fame:Laokout lfm.-Pipe: Sewer Main�-2P-Ob-SCJ-?IMH1-_7) Severe Light Coumr y. Orange r, 3./P���r!y}d-Caxrara :_;�:r:�:•:r7�4:/�:/y�-,.°:�'.'��., , � b Medium � n`ry t k. C'aurra71;. Ora"90 C-QmRJ�a,.F-L;-PrgjorrName: 3196-Conine Terra";Pips:SaN:er kfurn 3l.P60059-.1900658 Q'ID36,200b 8:46:36 -9.if Sanitary system standard observations/defects Page 244 of 577 Severe J� r Courwj:. Orange Counrr,FL;P.F-giecr.game: 3196-Ccaarine Tenwev;,Pape:Say er mja .3190054—31P60053 Qf 12,1,2006 10:35:02 AM Structural - 9 pint, - Separated =i Small i M ed iufn .. d r�r , d a Caurfm3..Hamilton. 1T'4';Prgj.9ef Mance:Lockorri f M:fjFIS:S6W0r T'2Qjn 9-29-06-E.E. (-I)"R) Ltd 'a,� Structural - Joint, Offset 10 Nil 'i.W: liq-m97 si��eora Small Coerxja; . Orange C r;:T... _ ?a-giact's°aj s: 3196-Corn-ne l-c?7-:i: Sewer A147lj] Sanitary system s_a!-c-�!•d a--s-�vations/defects vac-2 14 Page 245 of 577 AV Medium ds r� � 1 4- I� �. 17°R Corjarusi. Orange.Comir,Fl.-Pr-ujecl 'apas: 3lPa-C'oa�ina 1Tcp?,acv, Prps:Seivsr•Afain 1.QZONPl —,3lPdOO4'?Of 1211200a 11:4.5°33 1.v Large P {{SS 77fflo $ MHJ¢T �L a 119609-5 HH E34599WA; Lig ht . Courms-,y. Oranffz Coupra;v-,FAL,Proj r rc 3l PO-Conine Ton-ace;Pipe':Ssw r 32Pd0O4.5—31.q6OO44 Of 12:'°5:`2006 7_d-':-'= Sanitary system standard obsErvations{de{ects - - Page 246 of 577 3fr} qac Q7_g< eE. HH 5 Alk= 11 aa:^•d�5 „H E.1 Medium A 4 Ix CaErxr&7. Orange Coarrin•,FL,Prgaacl mane: 3106-Carina T'ep7•4zce;P,rpa:SciverMain 31.'60045-31Q60 4Qf12:'5r20 6:7_43:33All Severe a Counasr. Orange Coupip`,FL.-Prgieef'Yam q: 3196-Corrime T'er7<aew;Pipe:Se er-U47M 31.960063—•312°60042 Qf 12---7/2006.P.-2 8_?P AM I�1`��� •y~dam" . Cavrraz7r. Orange CouFjrj`,FL;ProjeciMaws: 319d-Carcina lerTace;Papa:SES 4VI-M47in 310 0OL4P-31P.�TOO-f7OfT'�1,20Od11:43_53 AM Sanitary sWLem standard ahseevati;ons/defect 9c3 iC Page 247 of 577 vz�gi:a as �, 4 7q4 1..1 ,4° P q ]7 Pi„p' d I r W', courta.):. Clark COUPIV,AST Soil Visible - Medium Couvfas)^_.FTa?vfiwm, TN';17'gfectNaniE: Kirrwood:Pipe:.Sauwer Afaits J 55 0- fH 1034- 1031 h Sall Visible — Lal"ge C orarYa>ti HaM&OF1. TV,.P}Igject'kame: Kingwood.-Pipe:5"axvar 476i 155?{-dH 1034'- 1031J Vail Visible - Small it Sanitary system standard abserwationsidefects 3 :.- Page 248 of 577 r i uillurr`I iVUplUpp a, J�{��4+V��_31�..'�.4�V� �•'� iy.'GJ _�4�C J5�:7ti.'�: �wr took , 1 Void Visible - Large CvLatam'. Cra:;dor =s:. _ ._Uvi amw, IN; P'a•af,-rr Y"nui:3.r.arrrrr�m _°i w s*.r.rrs:pipe: Sewer I v�h, {=Dole � D. �oua�te.�>.'_ Cr•a.:s fore Ta�.r��La�r,rxte�7, �: P'V'er'tName:keartue4_11 e-us;,Pipe:Sex'ar !i.f7rra IS 3_?33_I'B3 ?32 of 1`25.-1.1007 6:Lam:33 Struc-tura.1 - Deformed 13 Sanitary system standard observations{defects Page 2C, Page 249 of 577 Structural 14 Small Medium Lage Structural S 15 3110,1 Hanging Gasket <=10% Hangi q Gasket <=20% Hanomq Gasket <=30% Hanging Gasket >30% Structural Int 16 _A,� Ii Hanging Gasket <=10% Hanging Gasket <=20% Hanging Gasket <=30% Hanging Gasket :-30% Slru d ural - Lining 17 Failure Abandon connection m1eredldng Buckled Connection cut shifted' Detached'. 2eeCti e-« ove LI-11e: 5[`: ' Structural Lateral 18 Connection o bl m Sanitary system =tanda 2 -_ivd_ efcts Page 21 Page 250 0 577 nne«bn --pe ,¥ D a ni aped \1/D, a%il\:'# rw: VF-310 m < S£-2;100—3I £ P-23_Jf Connection Protruding Cvivw,% Cv z Bore Tezr-on zmmvon; ,acp _6_;Apezi_e 'm a.23�'3� Z . 23 '0 6 O 5 1 Lateral m ked Factory DefrWe Pipe »\ Sanitary systern sitandaa ctb5eFVatiOnsjdefectr. Page 22 Page 251 0 577 .c4w.•^nl�' 4In"r k tr'a'r91�'' 6.uy1 , INVENTORY OBSERVATIONS .,45 iii � 1• . Inventory - 1Catch Basin Rq :+rte:Ifubr°x.r�r.ter."ratanl'den:' 'f` �dt�b. �.F Sanitary system standard abserrafaans{defects Paye 23 Page 252 of 577 f hrr: ,,,ti„S'W4r.:rrcnWpl62.raw-Bl�yDn-•'ara5l Discharge ,d R ef htvp:.,-lgis .esri.comR lib-arr•rrs.67raplfpror0'_e.- �0�1�'i��T�ar�a alstJp� Inventory - 4 Erle of Oip Inventory - 5 Jtknct:o- B-,x Inventory - 6 Meter Tee Inventory - 7 Connection Inventory - & Wet Well Inventory - 9 Later,; Live Connection Cuurta-y:Ham Pa lor. Imo:P�'gtart Nramz E.R Dabni i RD;Papa 2626 Sanitary system standard observations/defects F3„3 --4 Page 253 of 577 Capped CcurYffsv_Hamihan. IN,Prgp wl lrama.- _. ."God;Pipe:Seweir Vaim 1552 W- H 1034- 1,031.1 Inventory - 10 Pipe Size 51ra r::a: mrge ConriV,FIE;Pri srlAr.rra: 314.:- orwiras Terra";Prpe,:Saner ifurn 1�d00a.--3I�'t�00�?Q�°11�30��'OOo 10:30.•4= _ice 66row 6 Nchtu to 4 ixac�er; M r: r Inventory _ 11 ripe __ �a•raa�•:{7'rrrrrg�s C'�iaar{�, F�;1pr•�{act�araaa: 2190-Carrine Ter7-47cc;Prpae:Saner 3fain 317600 —311960065 Qf 11 30 200 0-'1:04-40 P3 Inventory - 12 Dead Ei7: Inventory - 13 Pipe Continde Inventory - 14 Water Mark '_a-iitary syste;n standard abservabonsjdefects -- Page 254 of 577 =756 Inventory - 15 aye.Test Not Visible Visible Inventory - 16 Grouted MISCELLANEOUS OBSERVATIONS Miscellaneous CONT. WITH - 1 FLOW Miscellaneous CONT. AGAINST - 2 FLOW Miscellaneous START WITH - 3 FLOW Miscellaneous START LAT - 4 INSPECTION Miscellaneous '''TART - 5 AGAINST FLOW MNisrellaneOLIS STOP - 6 Miscellaneou Water Level s - 7 B ll�l l b i6 coons,:Oram c"o"Ho"FIE;Project A`ama: 31961-Corrine Terrace;Pipe:Sewr Alain 31960057—31960052 Qf I1.:M.1200610:3d_32 A.kf Re 0 inches to Q inches) Sanitary system siandand obseivationsfde{acts Page ---t Page 255 of 577 �wa Ptpers_e�VC!a £!g$ !e1 >=50" >=T5% 100� 0401 y a Haneous Ca e e » - S Undermate, 11krp Cmc z.H m ilwn, n2A¥zctName:££ m 1?D=ape 2626 Miscellaneous Abanoned - 9 Survey mG9 systemstandard _rv. _/de5cts Q;- 7, Page 256 0 577 Appendix B City of Waterloo Annual DNR Reports 65 Page 257 of 577 F ' OO „O O O 0 O i7 O 0 } 2 z z z $ z 2 C 2 t z LO IM IM Chi ;ar r a aCOO 00 a a W LLJ W LLJ LO N cn Orn GD Lo m -4 C 0) -4 m G G G `CL ce ; ( 0 0 a 0 C7 0 l.7 C7 � Q [D v WW qj N W L ; W w 0 .n i. 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IA IA k k ) ; Cl) ® ] ] ] « « « # e e 3 q q 2 2 0 _ co c 3 a - - ; lw 0 « U « U) i2 Ln CL U0Z) Z)$ Z) \ / > : 2 J 2 ix \ ) \ ) \ 2 ` o § \ \_ / 2 R D J \ \ / / \ �h Appendix C Gravity Main Inspection Ratings: SA 15, 16 and the Determined Portions of SA 10, 11, 12, 13 and 19 84 Page 276 of 577 GGTV I naps Pipe _ Ll S-- = ti _ . .r-.s t:-= .rrly L �-_X a i a. a ks c Rating lin.) -_ -_ C -__- ==3chman C}r _-- _ ____ _ ='�'11Y=3rd�• - _ � . -- --__a1 --_- -- - 90.1 - -= 3chrr:ar = 90.1 E ---- -_--- =c-3chmar = 9 Csxx h m an D- 90.1 9 Drxrori Ortw _-- - _--_- ti 30; Park C,•IrrW 9 =5 Palk CArrW 8 ] '''' t E)rFde 8 _-_-'19 _out 9 _ter - -t , g --_-- ---_S Crm7ui =,3- , 9 --- _ Z.--3 9 C•ti 3 9 33"-10 -Z_11 : 7 - - - - �'0 37-11 - ice ' - - - ' - '13 32-12 -,:*-13 ' - - - - , '!0 3=-"13. - - _-31 ' - - - - - g ]=-"1 E 11,2-'1 3-31 - ' - 9 33-00 C 3_C.C-71 = - - 9 ]3-01 - -G1-01 90.1 8 -==-]1 T, _. - = 9 -- -=--= 7-:-_a-37 -nk&F�. _ e -- --_-- C:-=--]IES Fir F== a B. Hach _ a --- _ S. Hack e- +3d ---= I - H. Hacc I °C -- - -31 - H. Hacc R:m3d °C -_ - -_ ---- N. Hacc:- =:'3d Ra 1ryn 90.1 2 - _ -- N. Harr=- = y 3d 2 - -- = Ftmkrb°= srwrt• a Fta'Irt 1r':m - - _ - - RarC - { F?aIr1G_'r - _ xmKhmar = Cs K 1,r-2 - 3 •- 1 -_- ] - 0rr-° _-_ C=- =-]J Hamra = - n•6-1 C=- E-31 = 2=ant• Drwr3 - 1]rr16-0i C=- 3-32 F` c==ant'.a f Dr.�6 - 0E-2_2-01 r--=-::-32 :'•3111! R}3:1 - 117-OS ---- An .A'earrL 85 Page 277 of 577 07-113 da Street 01-0# 01-03 rer.1 Ave nLe 01-W Di-05 e 01-11 Di-10 rens A:..tnLe e 01-112-M 011-12-0i1 Lo—a ZTre'1 e 01-1 4 01-13 Crawl ac arYe 8 02-02-M ''--=x-05 Amtetr =- e 02-n*2-07 :--::-3r2 e 02L-D3-01 --_-- - - W 8 02"04-D9 - -- ' Fie :._.irt e 0-m-U4-ID - -- - Ke =_'"t 8 071 ' -_--- ':V coded .16re= •reek. e o--L-o=--CrB o -==-_ - - - _ t e 071 C._ - e X113 - - ----33 -- - -1! e 03 :--31 =:2J e D3-044-01 ----- -2- - 8 03-0.5 ----- =3d e "03-07 --_-_ t ,FC.3y e 03-07-0.3; 8 03-00 ----- eaiDs,j°re Fwd 8 03-11 --- - But= Hacked Rmod e 03-13 --- - S=uth Hacked Road IT 8 03-14 --- - BaLM1 Hacked Road e ELL-0 I-M - -- -- _ NuwM Hackei Road e •'_:!-0i - --- K a g ram 1I0 _-] K a g ra'Drive ill =-39 14F0M F-2p:KnI Rca+c e --- Cc--1 1-3' Oe kcres#EN I'%le 8 •ad1lac i]I.1 e --= C.1-113-L s 310A 8 -=-- '-35 On& Far'r 30.i e D._-- - _-7 - -3.' e 01-07-= 1 - _--_,3Lane -3.' 8 1-07-= 1 = -]T PF09M&S 10. e _ 1-07-_.2 - -_7-33 JM Lm In. e D1-0,--= Owt JaW Lm 10.1 e C-1-•]5 FVouress e 01-_= C•"1-3- 10.1 e X01-_- 0"1-]•9 e ="1-05-= 1 D1-B9 Krrm1 10.1 8 '-C -:.2 0 i X0-0 I Frwl 10.1 e 401-I`:_ C-1-30 EEMMS MAI 8 101-12 01-71 Cad14ec 30.1 e C01-12 101-12-A C•3d14ec 3iin ji8 D1-112-01 D1-12 L rV-ri 10.1 e Lofir'i%13 Weel 10.1 { 86 Page 278 of 577 - - -32 L: --w = _ -iZ-07 Lcl 13.. 30.1 31-14 - = Cad IIac Dr!ve '13.1 32-011 Reribum Ochre Mi' 32-01 C: Rarbus Drlyc -- :--::-33 Castle .E e -- - -- - --_-M= Gas tle a _ qad n bow 10.1 8 8 --_-_ -- -- 2 ntrow 10.1 e - = , ntMow 10.1 8 2 nbow 8 -- -__-- - _-_ - Fla - ::r Ddti,c e -- -_ -- Fla - ::"m Ddti,c 10.1 e -- -_--- --- FLa - ::'m Ddti,e 10.1 e -- -__-_ - --- -- R3 - :}ja Dil 10.1 e e -- -_ -- - -_ - - -��. - - . •� 10.1 e -- - - - - _ - - iGA e =-0t-0.1 -_°-_ Hee" Roal1E - • Mill { Hee" Raa��1S • _ _ I3.1 { Cr -t 3EL11i -=-0`- _ ° = Hee- =:3: _ _ t 13.1 { __-0!E-c6 _ __ Hr= =:3: =m [ - t 17.1 { _::-05-09 artoe 10.1 8 2rdnal 111.1 8 — -al 10.1 8 n ti°ew 10.1 e -!fin 6--w a Yard nal -- - �31J 13: K. -- - - - -- r 31:1 13- :.:I.1 { 13.1 =-1 - - _• tlr- :3treet 17.1 { ajm CK...-,M 3EL11i { -- _-- - _ Lon *w Mi' { Lon kL w 13.1 { -13 DrInan 13.1 C Dfynan Mill - - DrInan 13.1 -- - 02 Lambeth MA 03*M2 Ll Win".1 ' 03-03 Crwtte - _ 03 3 Crwtle mi - 03�=-�U11 TIbLxy 10.1 - 87 Page 279 of 577 C«3{t-02. 03{S-02 T tur - 33-CIS 03 05 C 03-CEJ-011 &AaVMlr a9 3 03-CE-02 Tlb° 10.1 9 03{U-=4 03-C6--OE Tllb Dwl%,e 10.1 9 C+3{U-=} 03-CE-05 TI buiry, 8 C E. 0 3-D6-B 7 w el-b°l e' 10.1 8 ----? 03 1-07 W egrb"I Ey 10.1 8 -= 1 0.31.07 Fbfrhgion 8 03-D7-10 EDuNg Face 8 C 3{- 03-(YF-011 Farrr plooq :3.1 8 --:4 03-07-03 'he-G ey RcaG -_ 03-D7-03 Far-r :iq 10.1 { --C 03-07-07 M3:Z 13 r L3�se• 10.1 { -_? 03-D7-08 M�acai[an L3-i a 0 3-W-�U 1 Harrcm 10.1 8 ---= 03-07-09 k4acMIan L3 10.1 8 --= 03- ? es�rie 8 _ 0:-M S.H a s e°tt 19.1 0 33-11 03-11-011 Flee d 2'r--el 31LI 8 03-1111-D1 03-11-02 Wrrz C---.+J-1 3 All 8 03-1111{f1 03-11-04 Nanls G +.r1 - { 03-11-1 0?-' 1-433 NGrils Cr" :3.1 { 103-12 i=:-11 2 Hactett '°Jd1'i t 1103-15 -:-I� :3 Ha:,,xett '3.1 { 03-1 _:-I- D. HwM- R}3y '3.1 { 103-17 C2- '-01 Uryveh=-t J'eerm.e =0.1 { 33-°47 -16 ti -13 ;ett 10.1 t --- 02- 7-32 Urdy,Ms ty.-b'e erm e { Urdyvi1 ..5'rem a 10.1 0--= 1-43 3 Gana El%,d 10.1 N opgm 10.1 Oi- Mlla m~ •• 10.1 CLL•{3-a2 0x--== C : R.a r:: : _ i. 17.1 ':ib _-_ -- -- R3r---e t 10.1 - --= -- %Vh sDr---n Oaks• 10.1 8 _ - 4 H ac ett 10.1 8 D j 10.1 8 -i UL-_ aeSAa Cs-{7{S 0L-_- _ a aeroaft 4 Ham*ett 10.1 F+ rtiDw 10.1 Con= i-u 10.1 C-_-_ -, F2 10.1 114-C-=- r Leis:-,Rc-ad 10.1 1 -=: 04-C.: 0 rladSett 10.1 0kt- 04-V-C Cho k,crest DMLI% 0i-11 I:-- _ 43L Hackett MA - '--111 # - _ -, - 2. :,es1 30.1 - OLL, 1 - --A - ,. •�A -3." - --1 Ha--•--tt 300 - - Hammett 30A _:__1 VMWY 310.1 - -= I t 2-31 bqffFe CL -3." - 88 Page 280 of 577 A.J��� ___ __ •i-i - OS-03i" OS-03-C- 05---_- i•- 0E_--_- i•-- -`� ' 0t-- - Isla earn A4'- C.5r= _ BE-::---- HLghar. 13 •S-CE == 05-== - Gtr ::ensrn 30.1 •5-0E05-== - - - -b;rcnut 30.1 05-05 = 05--=- - -%.Fenue M.1 05-05 = 05-=_ - '-r _:err 13. O5-05-= 05-"=- - -=:hman EWhee -3.' OF-CE-i.} 05 =- Hu i-#s -3.' 35 C"----.- -:-:- S,_:ement 30.1 05-0m rG=-39 ---- - embe 30.1 - li5-0M O=-J- V7_-:- _2 rrent 30.1 0.6-01 LD-M KalJona1 :_3- i = -• -3 =. 0+6-M 07-01 NaDun a1 ._3- LL -.are• CE-CL2h C1_� N a tlln a I 3!i f, :•rp r.e Sate+= CS-3-L National ,_3- `_` 35-CIS CS-35 National L 3miht 35-C: 06-35 Natln'nal ti 3life _-- ---3- N a Hional ._3- �6 10.1 = _ - re 10.1 rA p': 0r-I., -03 - =ta rbD& arye O5-10-M -- =�3 ---'& Dr%,:a m 7 m 3 Franwrt3 1 -- 2-3 FTmK2LK= - 06-1 z--3 BLS ' 05-a =x-13 -='-3 9L', m.°I . = r7 bow -2--3 DS-14 016-i4- cl'*,t _ •rte =3.1 - 06-1-1 C6_13 = t3:!-- , m . -3.' - 06-115-01 671E-15 =e- • -qle 10.1" 06-16 671E-15 .-MI5, 1 U-1E H-1E-03 Znz-=- 1au-t 0. - 89 Page 281 of 577 .3:- C�ouI 10.1 DS-17 - = e3:--tVaIrj10.1 AC 33:=r-'Ya le . 113.1 A C DS-19 = _ --3:3r-VadIE A C kA of 113.1 0rr1 E__ _�_y kef 113.1 Cls• - _ v�t�e� 113.1 3-_-- 113.1 .. DB- D rr-.n- B CIG-.C- C.�__ _ �3rer-' 113.1 a - -- CE-:: _ `3:=-: . = 113.1 8 C°=-=1 = e 3: 113.1 8 _-�A rater 113.1 8 - -- -- -__-4-011 F bef a _ • -- __ =E-Z�-n2 Fab" 113.1a - - - I "-- - Era y derA Lan e 8 _ . = I GE--- -- _-m-: Lane 113.1 8 y:-C 10.1 8 C°:-= 37-+1 C_-3= Katl3g3l Y2l- 1. _ :-;r!: : 10.1 E 37-C_ C_-33 Katicona ==- ,. _ : -e: : 10.1 -- -_ - -- -_ - An sboroW-,.A'renLe 10.1 --. _ - -- -_ An sboroW- .4'renLe 113.1 - - -- L_■' 113.1 n- — C-D u't • , iib— 37 A- ?-i 113.1 8 n7-ID d•3 ..+,et 113.1 12 U7-11 - _ := _:'+yet 8 90 Page 282 of 577 GGTV In'apraotlons S arvi -.a -raa 1 Pipe Up sve,3 rr i Dwnsbream L.Dca4on Diansekm MH ID # MH ID # De1s.ca"i tion I actin in. 02-01-M 02-01-03 A-spen Drl%pe 1 9 07-M 07Ul E,ardcn ST.'Btack Hawk FdD 19 07-01 57-111A :2 arden ST 91ack Hawk FdD "9 07-01 OS-y 010 w and en ST 18 lack H YN h R--) U 9-U 19-02-01 I-rr5r w''21 s -" 9 118-CL-2-01 19-CX2- i 1-rify,21 s -" 10 119 -u 19-CLZ-0 3 HAT 21 a -- 0 20-0W- DS-01 Black Hawk Road -" 0 22-05 '---*S hnst•:1milugh Menue 3.6 22-09 -10 hnst rmiluph Men u 3.6 22-10 :til I hn1t■xvuph A%r---jt 3E :2-11 =ti1.2 hnst■wm1uUh A%,,!- sE -31 1 :-:,1-33 H [F.o ry3trl!e# t -11 f =-I"1-31 Cama a H11 Road { -15 _-1 5 CaMaigr H I 1 Riad { -]? _--35 hladdkn;trees { E, c o ibI n ,l -33 Wren Road { 04-0'1-:- -]- Gar'dtn !3trtt - C-- -1 1 Watt A'tie� { CDammlrV Avenue "-3'1F.rKal*venue C --]5 Joder*venue a -__--_-- - ----_]a "C41*•venue ID -- - = -- -35 .13 rden atrm-eat a -- - - 313-1=-37 Garden 3tre: a I:-- ob---e t-ue 12 13 - - - - t-ue 12 ID-0H6 f =-_E-31 Hanna :,t: • R_ v, a 1 f =-_E-33 Hanna :,t: • R_ a 113-32, _- ] _ -'rye C 113-10 13-l=-31 Hann3' _^ .AJ ley ,3 113-11 1.x-1= A-__ '-:,tet C 13-11 13-11-01 A)tru_ -:,tet 13•-11- IA 13-11-05 Zachairl 13-IA 13-14-03 A)Jbu'- - 13-14-01 13-14-02 AjAxjr- U,M-01 14—0 HM2 Gh ad nx rs i 14-03 3 Gh ad nx rs Axeroje S4—CS 14-06 An gt•=miug h Amen ue Wes 14-0-5-01 •far n ear AM ri ue 14-07 14-07-06 Ha rb-iwi A•t ue 1�4iof T-0.3 14-07-CA Ha rbr -a- s t,- S4-111 14-12 Dundee •� e-w�uc - 91 Page 283 of 577 14-13 14-1-4 E3I%mark. °renue ?'4-13 14-13--01 Dundte AYenue 14-1.3x•01 14-13-M Dundee AYe'1ue IV ilk r 14-13-U 14-13-03 Duneee AYe'1ue IW Tm I - 1 -11 14,1°6 27atNclid N.-e n ue TE - U-13-03 14-1DLneee AYenue F3.1 - 14-14 1E 11 8 5"13't.-5'rLnulc TE - 14-14 14-14-01 Krrw o ■d.kpEnur TE 114-15 14-16 K rr iAx A.krm ue Ts 14-1-E IE-1 3 Sta trcrd.kr en ue Ts 14-13 14-19 k7 rk wxA Av"ue 15-04 1 sr-0 5 Fal I s'AY eel ue 15-04 17 Fal I s•rear en ue F3.1 15-43S is-IN Fa I r,Ay en ue TE 18-06 15-lr--r43 1 :'etc her o'en ue! TE I 18-08-0i i _exher Neenue 1 3 1 =&Kcfter*°renue 15-05-03 15-DEr-C i FNechcr*°r en ue F3.1 IE-09 Fa FLN a rhvgw A I B ° Ts I = " 15 -05 ewe' . 'r'enLeTE I = _ I E-OS-3_ B-�g ew ood.keenLe TE I -- -_ 153 3 Er ewood.koemeTs I - " 1,-3,2 Duryea t °t - - -- .-35 Beck*'venue - -- '--=x32 4.!ejjhi Street AM I -_:3 '--"1-3-' =e•xher A'reme TE - 31 -03 Aveeme F3.1 35Bel r• =creel 70.1 -_ - 17 ---2- F IS Is-m-:1 AeenLe 3 I 19-C? _ 6%1edfield AeenLe lip o -32 Ts 11 1rW sHleld AeenLe B'3 A H am% Fm c-3d � -- - - - m 70.1 R--- - •- 70.1 .33 Mi4jia y Dry-- 3= 3tr3r1 HE el_vn Rerr Ts I --=-- --2-33 Flexr TE I __-3S ""-�� Heaftd H113 _=-31 _= 3� kiatux CMFhr>` -_= 31 J11 CiweTE 0�{ - 1 _ J11 CureTE 02-13 32 _•31 L10rk 02-ID-01 02-1:-3,2 Imrk C"W% TILJ - 02-11 02-1 -31 _'c-7 I!roe Ts I 02-11-31 02-11-0x' - - 03-11 03-1.2 Eu-t ::: :erment TE 03-1 03'-13 -,: rment TE 12-95 0.31-17 1.' ' 3-' =_."k TE C3-19 03-1 -01 Sager TE 03-23 3-19 Ts - 03- 32 03-.:,:-71 �-e - 03-20-33 03-.::-: " '•' 34-C --_ =:ad - 114-10 _ - - - :..�• FiL: ":*eEt - 0i1-11LI-01 - _ -_-- - - - A'r"RL: ":'met - 04-13 - 1111ro NoeinLe - 92 Page 284 of 577 04-1A C4-15 ��� -fi -h�r'enue 114-22-03 05-0L -- -31 _3rr. _are 05-1134-01 -==-32 Lark Lane BE-04-122 :--33 Lark Lane C=am"4-03 -==-31 Lark Lane -01 _ E"3_c H_+•'A Road -01 -- - 21: -3 R4 Road --nup- Nil-- -- - - - -- 3 = -__-- - _-- - = ,eer. t- -- - - -- -- _ t• recn k t- t -- -- - -- -- =0!-arecn M. y- y E%mrUreen A 5r,.ye -- - - - Clra•r&r ha'equy - --- -"-- Drrrdee hmeque Dun dee harenue -- -- -- -_ Dun dee ALY en u m Dun dee hV en u e -- -- - - -- - Dund" hMequy M is CZE=- Oz;-!r - Cf-=- C'S-= v+'yr WI C.S-221 C 1.tr 9wIIIII - BIB-_=_-3I Cl�-=!� yr - a9-.'-21 CLE.-33 ,.2 r - a9-3a C&31 02'tr - a9-3a 09-30-01 Sage*Ear,!—t-! - 1911 08-S1-0L 09-11_35 = - . .• -._..- =3.' - 1-3= 09-01-33 d'=t3" IL -ac - 0 91131-01 11-n eFie d RIr&d 10-01-01 FEckn :bbl! - iD-R2 Hloko ry Struck - 11-05 F■[kn r1c 3treek - -31 10-01-U FEcka :3trl!-ek 1 D-SL H arrv%&1113-05 FL-Ann s 9 %%d - 10-04-01 Hlarwrs 91%%d �--35 10-96 Gard.Me H I 1 Riad �--as 10-0E-01 H arra a 91%pd -10 10-11 CaMage Hill Road - - ?-31 10-1.=x-112 9e HllIs-hrdmare X41 Wr - '10-14 01 10-1 4,�U Gaifflaw H I1 RDad -" - ,C-14-06 10-14-07 C4adv-an 0FbBa HIIIs ST - -04-01 111-1134-11112 Fal I r.Amen ue 11-06 11-07 Marmell I 3treet - M 1-7 w 11-09 Mars a°I II � 11-10 HI[k.o 3hetiel � - 11-M-01 HI[kn ry 3bl!e{ 93 Page 285 of 577 11-E9-i01 111-cr-Hu H I[Kc ry 3 tri 11-110 i i-11 �4-atfarb�.•r��.s � - 11-111 111-11-03 Harm 11-111 11-1�' Ham= 11-111 111-1101 3lratl'�r' - � 11-1� 11-13 Linc 11-13 11-1JL Line 11-13 111-133+01 - : Line 11-1.4 11-15 " -z: Lmne 11-1.4 11-i4-0i - - ��-15 - _=-31 12 2 3t mm3rb m -_°-3.2 12 03 3tr m3rb m -" 12-0F-01 Eau--- " .:-us 1Z-39 Ur-Min AVeque .2-e9 13-31 baa c , -11 12-11-31 hdarat.wG3 -,.%= - -1 1-01 12-11-32 Ma rat.=G itr.= - -13 Up°tOn ALyLq Ut 12-13 ,-05 H arArAai%7Varrti IA 3- 5 1 2-13MU2 H araraarmVmx-I A i 12-14-01 Hagg3h.WA.uaurrr A e -15 1�-1:5-•01 um�'�4' truge•.gym e•� -16 12-101 A''e. -148 12-119 1.4 etre 12-19 12-20 , -'-- A'reLrt 12-19 1 _- !eL 13-01 13-32 _3 ::A a L{L r 13-(L2 1'1-33 = C�'r_ 13-0.3 13-0 3-3 3 13-.3 13-3 - 13rQ3-00 13-0 3-31 13-04 12-3 5 13-06 12-3- e t - 13-M - 13-06 '13-C@S-32 - 13-C'r3= 13-CS-3 3 -. w ti� O 13#x3 3 13-05-3L - 13-37 13-39 =t 13-OSI 13-Cc�-31 I t - 13-9 13-33 13-10 13-11 A .b__ ' :-teL 13-11 13-11-32 Zachary -:�c Irl S4-02�G3 14��3L UnI%%rrA ':rorkage L - 1.4-EkS-0 1 14{e}]= Gh a1 niers hd a rr 14-CE-Cl 14-OS-32 JafwKT Amen Lie - 1.4-1Wra2 14{r}-3 3 YV rrtr A 1.4-07 14-Cf-,-31 Ha Aran Awm ur - 14-137-01 14-Cf-,-3 2 Ha r ran Avm ue - 14-137-0.2 14-0-73 Ha M-an Av-., %- _ 1.4-11-01 14-11-32 Har%rx•1�Falr: z t - 1.4-11-01 14-11-33 Har oc-I Falls AJ e - 1.4-11-0.2 16-0•B Harue:->I Fa11s AJ.e, 1 15-M-01 I Aven ue - 15-137-01 1 S-E37-02 H a -an A gem ur - 94 Page 286 of 577 En a 'tom•d Avenue 15-IM-03 1 ° - 0-19a 'tom•y Avenue � 15-CEI-01 H2-° Awenue 1 5-1 1 I -i He rt7-2- t-m,e i5-11-01 1 5-11-Q2 Everwtt^ .t-,je 1 5-11-03 E';re r2reen + .t-,je 11-1 3 Har:--ar .ke=^i L e � '15-13 11-14 a un dee Ay en u= � 11-i 5 0 un dee Ay en u r � 116-IN 16-0 5 ia-AM 16-04-01 Ha-°.::)Y.6'Feltls A. e • in-05 1E-0*6 Ham. : : j =alts Ad ley irt-06 16-07 Ham. : : =2 s Ad ley � 1Ct-U? 16-09 Ham. : : _= it ky E 16-11 16-12 tnue 13 16-1.2 16-13 t-uue l} IS-13 16-1t = t- .t-tiue l} "E-1= 16-IS = - -k.cque 9 -_-- 17-09 2- A:,# nuc � - ° 17-e9 = 2-y -nue • Y --321 17-1 Cl = _-,dAvrnue • Ilk ir --ll 17-1.2 _ _-y .venue • h _ --12 17-12-01 - - ynue • Ilk 7-1.2 17-13 = c r, .,-d A:oenLe fa 17-12-0i 17-1 ZAU :-o I.-b;renLe hl is i,-IZ-U 17-12-03 -•:-1 -". ynLe hl fa i,-12-05 17-1 Z-06 6 r.. • h13 17-13: 17-13-0 1 En 1erwao �Knai AAR!y 13 17-1.4 Rack I s lead Avm u e ID --'14 17-14-0 1 etwood Aomue • hl l} --l-4 17-1 5 Rack I s'ar 7d Avm ue ID _- 4••01 17-14-02 ue l} -- -4-M 1 T-14-03 n&o d avenue l} -- -33 17-14-04 Snon&oodAvenue F 17-1-S Rcm:k Is arl avenue -- - 17-15-101 W aloa tm,E n a les and h1 ey 8 --is 17-17 Rack IsLiknd ApL—nue • Ilk kL 110 -16 17-16-B 1 Wai Ig ate Avenue 8 i 1+5-01 17-16-02 Wad Ig ete Avenue 8 117-1 17-16-03 Wad Ig ate Avenue 8 117-16-03 17-16-EV- Wai Ig ate Avenue 8 1T-i6-0+� 17-16-OS Wad Ig ate Avenue 8 17-17 17-18 Rack Is WFd Avmue 110 17-19 17-19 la PP7Af5' 8 17-20 17-01 la PP7Af5' .? "17-21 17-5U. la P P7Af5' • hl 117-22 17-23 la WHY • h 117-23 17- I P'P7dV ' • hl 117-211 17-25 Malirord,Uptw Easement • hl 17-26 U and AIz! � - 117-26 17-2fa-c1 Ma rerVU lgn Easemen'l - 117z26 17-Z7 U ,rV aynary,WleIr �117-3S-Cl 1 7-z5-Q2 Irl a.r:ar1�U lgn E a se nmmi - 117-:27 17 .rV aynary A Wy - 95 Page 287 of 577 2U-02 M-O -01 ° - - 9 M-OZ-01 Mo-OZ-0= _ - - e U-12-01 C4-1 3 14'Cr: -.. : ::-ANemm 13 0.4-i3,-U 04-1,301 Wcs' - : -.. : ::-Amemm 9 C4-13-0 3 014-1.2 0' Wes? =- : - --Amen Lm 9 13 U E14-U-03 i m—t 1,,- 1. 7: en Lie � 3 C4-1-L 8t A7 7't _ •• ,-_ Awenue 9 :.2-14-U 04-14-01 q t..A7: •i, t.t •• ,-_ .;.rose n ue 9 =-14--03 04-14--0, tit..A,-: 't J%•;t.t ..t:: ,- .komnLie 9 C=-14-U 04-14-03 tit... .-: • :• J%:t.t ..t:• = ..enue 3 _�-1E-01 04-15 C-a : :rrv+e•;C- - _ 't brae 3 :4-1:1 2 M-1x-01 C-e _, Crr%Ne!a- - - 1rv,� 8 .:4-1f-03 0.4-11-0.2 C-,! 1rv+c+B,- - il 8 C4-11-01 04-1 03 C= 1r%%e.BL Ar,,:,t.- 8 014-17 C4-1.6 ett S tre-er: t -' _ 9 114-1.8 C4-•17 2_H3:-sett Gtre•n _t :p 114-19 Ci4-•1,e 2_H 3:-r ett S tre.•: _t :p: - , 04-200 Cid-1'9 2_H3:-sett C"!!- _t -... - • , a IW-21 04-20 s..H21::-.-Frr _■■. -•t _. . - • , 9 0e-25 C&3L Large•rA*t- - - - -,.,enu , 9 0e-26 Cs5 LapgerA%ler_• ' ' - t-.t 8 C e-25 0 9-x-01 Bheerer No--"u : _' 8 -211-71 0e- ,� Ohe.erer A: nue,'*Ne --- 8 - - 09-23-03 mr Noenua r't6 --- -.,tet 8 -- -- 79- x-09 6 *er Avenue9She.ac- :-'•eet 9 -- - - 3833 Skmd A uep'Sheeler •- 9 ---=--- 39-2= : Boat Avenue Sheerer . ,!-_e 8 0-13-. : cckt Avm ueiS heefer Awe,-_e 9 ae-2, .2R Zccd Aven uetiS hem rL%x�-_e e Zoctt Avon uei hem AL%x°' e 8 ::-31 Zoctt Aven uetiS hem AL%x° -e 0 -__- -- - --- - amd AvenueiSheeler No!,--- a -__- - - --- - arcdk Ao'enuex'aheeier Aux•'-- a Or#k*r'en aces heeler Awe- 8 Cw:-3 - -- -- - -:-•--Avenue 0;E-3 3 _ -- -�.rth etre e' 9 0E-==.-- - - -k.rrh t" ttMen u= 9 0E--_.-; - __--_-- -k.rrh 3tre•er"S�cictt AY=gnu= 9 efleU Road,Lrinud Lane 9 efleU RmadMnbud Lane 9 -- r a' r 1Mv nLm!ISeneca.Avenue• -__-- -- - ------- va•irNornumMenec Avenue 8 a Ruad&Aitmd Lanr RDdr Mbud Lanni R LGi e a R rLM,ud Lex -__-- -- - ---- VenetaA ■- C :1■n Aaen.e Wflue -- - - t- _ .• -..r kc -- - - - - -- - it i 7 ■ - -■,.■.� =wC,&t. 0ueeti kA�SL 96 Page 288 of 577 D9-W 09-H 2L DO-08 CO21-07 2t D9HW 09 -01 =4 '" Lt 12-ic 12-°9 U tcn AY--que 12-11 12-i 0 U tnn Ay--que 112-12, 12-11 U tnn Aym,. t 112-13 12-121 U tnn Ay!:r. y 112-15 12-1-L U tnn AYer_t 112-16 12-15 U tcn AY--que 112-16 12-17 U tnn aver t 112-17 12148 U tnn Ave 113-11-03 13-11-04 Zaic 1,a re Cc_e. - Di-01 c1-E&D0 PAN.,,. :�- • D1-01 01 D1-0i M le 10.1 Dim CI1-01 F:' _. _- 10.1 - DII-03 Di—' F:' _: =m- 10.1 - M-UB-01 01-33 R c- = 10.1 0'1-?_32 0"- -- " R C -: :-33 -- - 10'-:2-33 = - and - DI_C u Ayefue - _--_-_ - _---- - Rl:"-"ano Ur. --. DI_C 3 - - -- -_ F%x arm_- A%--,-. - -1-, -- A - 10.1 - -- - ---1= -- ■- 10.1 -- - - ---13 -- ■- 10.1 Cr -�._ �,.- �3 D"- - - M khom mow.• - 01-05 01-07 ---31 CMSVW3j 01-07 C -35 C41:rsJr = 10.1 cue h a 01-9 : .-37 Gr--: 10.1 o°-D9 01.08 Cr:: 10.1 C -::-31 DI-09 - - Ea 10.1 Ur' t6l '7 01-01M3 Ur• = - - - - '3 D1-09 -�-- :--31 02-01-0i Ir e.c= Fmc.36 :_--31 D2-Oi E •= A D d°y)e 10.1 -31 02-01-0U Ir e= Road 10.1 -`-D 02-c2-01 Sft ewmi-d Fwd 10.1 CM-03 Mbntatey 0r%%- 10.1 :--::-32 02-02-�01 Edgesould Road 4+0.1 - :--32 102-CM-03 Craw a Drlare 13.1 - -__73 MAIL Flem Owtioe 13.1 - -_-33 102-D3:-01 M Dnbnfey 0r e ' -_-_-31 02-03-0i Ampen Drlaree =3.1 - --� Di-05 Flexr Cdve, - 97 Page 289 of 577 132-04-32 - - -- -t • mm, Rc'.2: 10.1 02-04-72 - - - ••277� 2: 10.1 132-N-]i 3--t, t 111.1 10.1 02 -01 -- -_ --- _ 10.1 � 02-06 111.1 � 02-0? C_-]E; ' "'_-_t • _ R 10.1 a 02 -01 C_-]2; I.1min-1!A C R 10.1 1 02-09 C_-'3 hearthrry H Ir, 1].i a 02-10 C=-11 Hearth rid H.Ir, _ a C ]i C---].2 H u n ti rtgton Read iD 'l Is C: - l- C-.-33 H u n ti rtUton Road 10.1 Is C _e3c=-7L Hunth Road 12 CE U C?-]5 H u n ti righm Road _ 12: CE C? H u n ti righm Road I CE _ C:- ' H u n ti rtji,Dn Rca^: i C _ C:-39 Huntlr sn R{ti,- iD 112: CE •:dBx:-32, H u n ti rtUton Road 12: 03-]3 Eda_aoodbinp�.• 13.1 12: 03-10 " " Edgew id Read a 03-iD-li 3�- - Edgewsxx.-d Drl%,k, 03-iD-01 ]?- Edgm%xd Drloe 03-ID-U ]i- -.-- A-sbtw+Lane _ a 03-1D-03 ]2- - -_ Ashur,+ Lane - a 03-iD-0L• 32- - -_1 A--D"- Drv%c ]. a 03-11FA ]r- Vakkz DI%,e 10.1 a 03-io-i i ]�- Vabdez 0rlti,e 10.1 a 03-11 3?- 1 moersd Rx" 10.1 a 03-11-01 3i- -- I rVersol Icay 113.' 8 D3-1A _ MklaMN Paffk 33.1 - D3-15 MUM Park 3 D.1 D3-1f - PAM Park 03-1,9 Ik4lriam% Ra* 3 .1 03-1,S grager.4w5 SD S D3-1'9 "" PA kl,a-�r, Park - - D3-19-,U - ° _ 3ager '3.; D3-20�01 - -- v:er 0 10.1 - 0•�-r�2 Prog ress 8 03-22 --_ re,r, { 0 3-2-2-01 "" kfl d 10.1 03-23 nes, 111.1 04-01 -7.2 Hur" - - _ - 10.1 D4-01 7-10 Hur' - '°::- _ : =: 10.1 MGl 04-Di-]i 19.1 114-01-01 D--: - �,,.« _ • ti }D 'l D4-01-0.2 414-: ''-.h=. Came- _•�..• } 'l 04-01-03 34-: -2 ry, 04-03 -.p- HunG^- - _ 94-U D4#-05 Hunts^"°::- 04-05 D3 01 Hurt" - _ °I Is 04-05 34-C+r01 - - e- e 10.1 Il} 04-OS-01 C4t35 - - !--e 10.1 is 04-116 04-07 - - !--e 10.1 1a 98 Page 290 of 577 4113 - _39 - _-2°31 = ' :A 8 13 mar -.,enLe 13.1 8 -1x6 -D:'.%•- ;enue 8 enue 8 C--a 2.2 C--_�' =_-23 „ ,•-• . - .. 10.1 8 C-e'er =3.1 -- - - :.2--3 saw '3.: _--- -_ C3 71 fan y PL, -'-�' 3,.HD&ett Road 10.1 3.Hm:kett Road 10.1 3.Hedsett Rand 10.1 _--_-- - -_:-33 3.Hm:Xett Ra ad 10.1 3.Hac2ett Road 10.1 S�Hackett Road 10.1 3-Haelt Road 10.1 3_HaCREtt Ra ad 10.1 F•.,a omKI DrYv%, 10.1 CE-3 "°-� Wren Road 10.1 ' nen Rimm 10.1 _ C=-D- ==-3F 'e'en Rimm 10.1 - Ot-05 L3 Lane 10.1 05-06 CE-33 -- -- - �• _, - =A 10.'1 a -t-3= -=-__-31 = - = 10.1 a -32: -= _ _ - - = 10.1 a -__-- - -__-- -- Rcc 10.' a 13.1 a 3C- -3 1 - -- .�- ML 1'i a ,:I-!r OT = 3= F= __ =3.1 is G 3=r F_w Fd. 1& -- - :7-! I E 3.r F °'r.'r F{ill3.1 1 ---3= 3'-Ck---31 C !-cathlion DrlYa _ --_X31 3 7-Ck---32 DiKathlon Carie 10.1 8 - 3--1C.--03 C1bccath4on arMe 10.1 8 =--33 .-'-0 845ct Ha" R.: ---3L 07-US HuntiriZon Fuad 10.1 ---35 07-GS Huntington Road _ ---35 07-57 H u n ti+ngton Fuad -_-- 07-08 HuntViZon Road - _-- - 07-09 Hunthgdpin Fuad JLI =--32 :--13 Hunt, .-:- 9Iar C - 10.1 ---I� _-- -31 Ani st*r: ._ {,..sue 10.1 - ---12 137-12,�D1 Ansto, g h r %%mue 10.1 ---'12 137-13 91ack F,Ymk Road 10.1 ` 99 Page 291 of 577 07-12-01 07-1Z-0U 14mbomiu ph A,e'ue 07-12-•0 07-12-03 15m.t■llugh A e-Lie " 07-13 CCF-IA 91a[k Haawk F:!d " 07-12 C17-15 Bla[k Fawt F:=d 07-15 [17-1.6 Bla[1; 1r= r =:M 10.1 07-16 C '-'T Bla[i� Nr, - :'_d 10.1 07-17-qB1 D;- - _: 3r 10.1 07-17-(L2 flT-I •_".1 Lu93' 10.1 07-17-03 � Lu93' 10.1 07-20 07-1 D Bla:, -= ° 10.1 07-21 Bla', - 10.1 08-01 -- -- G 3-: 10.1 10.1 08-03 - - - - - 10.1 21 1(I.1 ID 1 C1.1 ID OS��-0�6 - _- -- _- •� _ ,�- .. 10.1 08-05 - -.no 10.1 ZI 08-05 en Le 10.1 a 08 X06 "= "- - - ,� 10.1 21 08_D6 aa--c: : "2;_: 3 PKWY 10.1 a E 26752 08{5-31 3 PKAT 10.1 a 08-0'? = -]S �1� ��� no 10.1 271 Gr--Ar n0 10.1 21 C r dee 3 3 "1 a C8-73 "° Gower n0 10.1 08-33 "m G �rnlr-�Nocrtie 10.1 :,bomilug h A it 10.1 02-'-2 " " ':.bcc0 h A it 10.1 r{_ - -__ _'�'�'_' �'•i.�_� 10.1 ' Ce - -- - ° '=tor:u'r �.:'ie 10.1 08-'1=--- -_"-- w':tou h A,!-in 10.1 3-r "ht F:'d 10.1 813: Hr=rrr, F: 10.1 -_--m - __ - -- _2•den ST = 3:•° :;D, 10.1 -- - --_ -- - -:m :,•den STN 213_F r!',askRE) 10.1 -- - -- - G3'Uer L ••- 10.1 z3-r=-:i EW - __ -_ a G3men Cure:' 10.1 08-13 ::-15 G3m r k.,LnLe 10.1 12 arl=g Crile 10.1 8 G wq r g No enue 10.1 12 08-15 a ;awa AyenUa 10.1 110 00-1:-31 08-'1:-D= Aa Magiue 10.1 110 08-1:-73 08-'I:-: 'Ji.,+emHy FrDn fte 10.1 8 08-1:-3.L NC `'- U r'remtt•'.koeque 10.1 8 08-12-31 08-'1:-:I J'7'ren,It•'Fr[nta g a 10.1 8 08-1:-]5 08-'I:•'3 Un'ren,lt•'.kotgLt ifl.1 8 CE-'I:-75 08-'I°•3L Jr'remitty Frcr'='t 10.1 8 :-75 as-I°_DS Jr'remitt•'Frcr'='t 8 12-7- 08-I:•Da ri en,Ity Frcr�_,`, 10.1 8 08-1:-35 Be-I: Y J9 entry Fr[nm g e 8 08-1:-75, 08-1:•35 Jq'rerstty Frcnm a 10.1 - 08-1:-13 08-1: ' I _ntL a Road 10.1 - 08-1:-13 08-1:•D3 .4J3D3r - 08-1:__1= 08-I 1 3 Vri em,lt•'Frcnm g a 10.1 100 Page 292 of 577 0-8-is X17 = r - -- Aw nue 10.1 12: 0-8-i s 38-iS-31 = -: Drage 10.1 1D 08-16-01 38-iS-3:: 2-: Drve 0 0-8-16-02' 38-16-33 = t2-: Dr°re '3.a a D-8-16-03 08-i6-31 E t2-: =gyve a 08-16-0w- 38-16-35 Et2-- = r a 08-16-•05 38-16-35 a 0-8-16-0.6 38-16-3' Der!!- m ee a 08-16-0.6 38-16-39 Doter°Ave a 08-16-07 38-irr39 DoreenAve a 08-19 3!I!-16-31 JuIan Avenue a 08-19 C-o-m::3 :,:an Avenue 12: 08-19 C-o-m::3 D:wnlng Avenue 12: C8-1S-31 38-16-32 Ju an Ayenue 09-1S-3_ 38-ia-33: JLl a Amen ue 08-23 38m-20-3 i - e- Ave a 08- 3 CCE-_1 Duhm -- J%venue 12: 08- 01 38- ' Dere.- A•re 3: a D-B-moi Com?' [}own'-- 12: 08-x' CCEP-23 Cti7m,-- -"e 08-29-07 08 as a 08-33 M.3 ti!;er 13.'' a 09-03 Cr9-UL -er t m _:.3d a 09-0wm 09-05 L tr t : -gad 30 a 10-03 ID-U2 1-a--'" a 10-06 1 Dmf? Da°rkw F" _:,d 1 D-09 1 CF(M Gar°r1aW F- _:,d 111.1 0' 10-W 10-•l"i sle ptm A.e--e 111.1 0' 1 D••O -01 10-DIxi0.2 ME ptm hues-e 10.1 0' 10-0.9 111-1G Gwflage HII F:,d 10.1 0' 10-11-0i 1 D-1 ImU2 H I I F:ad 111.1 0' 111MI2 111.11 Cairtmge H 10.1 0' ID-1 3 111-1 HE ':I ' 0' I 0-13 10-13' 01 8 HI I I hr&-alre A I e r a 10-14 10-13 Catrta a Hi 1 111.1 a 10-14 10-14-31 van'ia a H F 1 10.1 0 10-14 1&15 C:an'ia e H 1 111.1 a 10-14 1 C-U-35 Mmwhrnaq Dryn 111.1 a 1D-1.6 - GaM HI Road a 10-1.6 1 C- r°anis H I 0 10-17 x13 = 1-1 Road a 1D-17 i C - ,-3 = 1-1 Road 17 ' 0' 1D-17-01 10-1--:1 -3 a 1-1 Road 0' 1D-17-01 10-17-33 -1 3ij a F I h Road 0' 11-01 11-02 _, : .-kVewe 111.1 12: 11-40.2 11-03 =, : .-W5,Ll5 10.1 12: 11-403 11-a_t _, : e°,ue 10.11 12: 11-04 1 1-CLI-3'1 =, : e°,ue K 12: 11-0x4-02 11-04-33 =a�L: ue = 0' 11-40 5 11-06 Ki 3:C4 a 1 •_tri- 8 11-40!5 11-09 M3rJVe 111-4013 11-07 M3rJVe - 11�-401 117.` Kiar�wel ::"}ee•- i 11.1 - 11�-401 11-05 Marr°ti 11.1 - ii�102 f i-0 X01 M3rr°ti 11.1 - 11-10••01 11-1�0 �t�atft�r'd i 11.1 - 11-1 :2- Lane 101 Page 293 of 577 -31 1_ ?= AMID ML g h A%%tr_t H3.1 a --3.2 1=-=? Anst-:m"L g h A%%!ri t 10.1 1D =-33 1=-=- hnsb rvu h A%%!.r ue 10.1 ID 12__ hnstcrulu h Aw.r un 10.1 i0X Gt'atel rJ 10.1 a 12__--" AnstCVCL g h 14ver ue 10.1 1D 12y_--:3 U Gcn Aynque 10.1 a 12-_ - La ten AY--nue 10.1 a La ton Aym-que 10.1 a -_ -_-- Aayd r 2treel _ 12 _ 63u:;Z:- eL^M31rh t 10.1 a i s3J :- 13.1 12-1.-: And rn Brywl . 0L ro ej, a 12-17-3= AFKkTKnmfl3 eveft HIIs :3t AJ ley '_ °I a 13,02-DI 1 3-EM_02 Jay '_ 'I 8 113---- 13-05 .Jm ° '_ 'I 10 13-03 1 a 1e"Hannah hl IE y, °1 8 13,09 1 3_M�_Q1 ?Hannah AJ M! 10. 8 13HI1!9�-M 1 a-EtBHU 3 Ga V rH an n a h AJ k!p { 13 3 13 ry+W_Hannah AJ k! f 13-11-X01 13-10•.2 HannahiAubum AJWy 10.1 13-11-03 13-11_G2 Z charo 13.1 110 13-11-05 13-11-0+6 Z+C hwf 13-11-06 13-11_1? Zachary Goui a 13-11-08 13-11U 3 2-aehar.0 10.1 El 13-11-09 13-11-119 Max rt 10.1 a 113-1.2 - Akbu m Slreet 27 11 'ID '13-13 1?- Auburn 3tre•et "I i D 13-13 13- ?-- Marne Ayenue ?_ °I a 13-1-L 13 --= Ambur7 metre t i0.°I. a 1401 = 'm hnNbomiu p h h%%!r u 10.1 is 14-131 I_:-: An st•C,-C L h A ver u e 10.1 1 a 14-02 1_-=_ -fin=__•_-ugh A%%!r un 10.1 1a 14-CL2-01 '" - t,• Frcnta a 10.1 ID 24,112-C2 -- -- Lary •t': A70_n L,a 10.1 10X t,• _^cnta a 10.1 ID U-1110E-05 1 --- _ - --crto ol a UH110E••06 _-- -- -- :,2 e 10.1 a l4-c2Hr l a-=_ _= -- 2 t6 10.1 a 14-03 - -_ -_ :_ : . -r �_-ie 10.1 is h%,■- 10.1 a S4-CIL - An sbomilug h A,.!-_t 10.1 Is 14-05 - - - do sbomilug h A,.!- 10.1 a 14-CE'-05 = "- AnUD.=llu U h A e-_t 10.1 a SAI,E �U 5 = "- An stcral u p h •-_t 10.1 a S4-CE-97 = An Nbomilu p h A _-_ 10.1 a 14-G7 ®- = hnNbomiu p h A e-_ 10.1 1a 1.4-U7 " - An st-3ry h A S e-i e 10.1 19 S4,U -04 '' Ha r4-wbni Aweq Lm 10.1 S4-(M I= _i An M>=llugh Men ue 10.1 i 4 9 1d,-'GA An ttxrcL,g h Mer:je 10.1 = i 4 9 11_�0 i F a I1 Ay en use 10.1 .� i 4-10 IA-111A An tb moo u U h Men use 10.1 10X 14-1+0 14-ID-01 An tbc-milugh Menue 10.1 a 1.4-11 14-11 H a rac od A%xTvie 10.1 10 14-11-01 14-io-U An sbomilugh Menue 10.1 8 102 Page 294 of 577 4-1C-0= 14-ID-03 Ansi-xvu h Avenue 10.1 1 4-1C-33 14-1CFSL An Et<mlug h A+.nue 10.1 a I--1 a k 1 21-�U 1 An Et<qmllugh Ayer ue 3:1 °I 10 14-11-01 Dundee AVenue 10.1 a 14-13 Dundee Avenue 10.1 10 ---- 14-13tra Go�rb Air cn L- 10.1 14-1:3-35 Dundee Avenue 10.1 a 114-15 IZrkmx ■y ArellLt 10. 14--17 Krrwood ApLnLt 1 � - - IE-0.2 2_ hn 2treal _"_1 10 1E--03 2_ hn Dtree1 10 -- - 11-06 =3 - 3r A t. 10 - -- -- iSx-0+1 Wel .amt a =- - 16-09 F ANr nn a 10.1 a =-- 17-11 F tchefXnolV AJ 10.1 110 16-01 F1-trh L-n n aill II AJ 10.1 10 -_3w 16-0= Fiammod 10.1 "C 16-33 Kn - 10.1 - 16-:3 I6-39 Ewer -_n 10.1 16- 3 16-39 EwR°�R•en 10.1 16-10 E%,!,,r!en 17-:°:: 17-03 IDU-.tm, :::met 10.1 --:°3 1?--a3A nue 10.1 1- ?.� i�-0�• - - _n u� 10.1 1�-:- 1�-01 --._� •.• nue 10.1 '17-:Z 17-115-01 Beck A,tnue 10.1 '--::--31 18-01 Beck A',true! 19.1 --:°x 171 =ick A.true! Mill 16-01 ,_ hr, :-rcet 2-31 17-0F --- .rect :_ ' --11 17-10 = = 3-1 --'11101 17-11 Flt::-t- - b ,.: 10.1 --'11-02 17-11-01 FFtt=-e- .- : bee 10.1 --11-03 17- ' 1-0: FFett'n"P,"" : b. tr 10.1 --"=-31 17- F+an*3oe i •-_t 10.1 ccIE-: =--- HAY 21* 10.1 I a-i 2 - - -r,l'Y 218 10.1 19-0.3 - - A"a s#fe M Aven Lie 10.1 2 10-0.3 1 E-: k Avenut 10.1 0 10-0+1 2-35 %%mdfckJ AoLnue° 10.1 10 is-e5 2-36 %%mdfekJ Avenue 10.1 10 10-06 =--3? W a ffAt M haven ut 10.1 10 19-0? =-39 Wes#heId Avenue 10.1 10 19-09 =-39 Wesl4eIC 1•1-,.1 10.1 10 19-01 =-32 F-rMY _1; 10.1 : 19y0M2 H-33 F-rh 4'2 I 10.1 14-0.3 i 9q9 F-rh 4'2 Is 10.1 14-0+1 1 -0 5 F-MY 218 'D - 19F0'5 1 -O6 HAT 218 - - 19HM 19-0-V 19-U 19-419 J.-1 J. • _ i� i _ 19-08 19-+09 r d&PC - i _ 14-09 19-1 a W,eshe b A.e r t 14-11 19-12 WertrFeId havenLt 33 "I - 103 Page 295 of 577 20-01 2D-U2 9lac r r-, _ :2: 10.1 20 U 2D-03 Mack F 2.% 10.1 2T-D2-03 M 0M-01 Flu 10.1 2p-mom 2 0-M-43 3 PaLA 10.1 211-433 91 a rk F•zeA Fac 10.1 211-�UG 2D-GS oder '10.1 21-431 LE:--21 Fail 1Av anua 10.1 - 211401 21-Q2 Fra IJ.kvequa '10.1 2'1-CL2 21-03 Falll.kvequa 10.1 - 2•1-03 21-OL Fair•.kvequa 10.1 - 21-04 21-05 Falls.kveque '10.1 - 2•1-405 21-06 Fails.A�Yequ: '10.1 2,1-06 210? Falls.A�5requ: 1-08 21-09 Fal I r.A 5y e q u: '10.1 21-09 20-01 Fal I r AV e q u: -3. 22-q3 1 22-02 An 5x-xa h h5%en u e :9. ---]= 22-03 An x-_ miu h A%%i6r ue '10.1 -7-33 =�31 An bomi�lu h A%%i6r ue '10.1 ---3-t = 35 hnsbomil�uU h Awr u 10.i ---,3- =%39 Ansbcra h Awr ue 10.1 ---,39 =x,39 Ansi■=cL.g h Awr u 10.1 104 Page 296 of 577 Determined Portion of Service Area 10 Pi ire Dia. MH - CIV MH MH CITY MH Route Rating (irt,) t Boulavard - irport Boulavard Livingston Livingston - IV ingston - IV ingston -Ur.1-22 20091U 12-1)5-1 1A 200bull Livingston 70 a 200911 200WO Livingston - ivingston 12-05-26 W. of Aiii-part Blvd. r llz-ub-2i is IZ4)b--ZU M&53 W. of Airport Blvd. - W. of Airport Blvd. 6 0.041 - W. of Airport Blvd. .1.I - - 02-17-04 E.laf Wagner Road - - - - "kbifik E.of Wagner Road - - - .of Wagner Road - 02-11-09 Wagner Road �< Airline Highway 3 j._�e Airline Highway :•�. 12-18 12-17Ir me Highway c•�, 12-19 u' ine Highway , Airline Highway -< 12-24 12-23 , Airline Highway 90.07 1e- -'ie '2- ' ins Highway IF inI way 12-15 - IF ine Highway o - Ir ine Highway 12-04 12-03 14.of Airlirie Fiwy. 12415-01 a -of Airport Blvd. as ' IrporC Blvd. J N.O rIFYe w y . o N. r nf�Hwy. 12-09 •5 Airport ou avar - Airport ou avar I NEE= - - Airport ou avar Airline Highway - 01-10-06 o r n�Hwy. o,, 0 o r nrte Hwy. 70.26 -12 01-03 _10 Ir inn Highway 01-04 01-03 111& Highway -12 01-07 0 1 J06 ine Highway -12 ine i� 7wayu 01-08 01-07 ir - - E of Wagner Road - - - of Wagner Road - -2&U6 36698 WCEM Drive - Airport Boulavard - - Broadway Street 97.47 02-08-04 UZ-OU-U3 road ay Street 7= ' 2 - a road ay Street - - rive - - rive 02-01 33435 02-00 33434 Broadway Street r 105 Page 297 of 577 02-02 01 055 02-01 3343b Broadway Street y Drive Drive 07,05 Oa-04 WCE&N Drive - y Street oa-10 1 j1312425 Broadway Street �3 7 O�a-02 OMI Broadway Street Drive Donald Street - - c qy Avenue 06-01-02 33122 0701-01 c' z;a Avenue -I, art ey Street .98 8 - orthey Strftt 013-02 HAM M!51 b rrglna Street ()13-1013 M, 06-4)2 —=7 rrglna Street 6 12 - McKayAvenue 06-01-14 06-01-13 McKqyAvenue 06-01-19 06-01-18 34461 urton Avemie 06-01-2i) Burton 7ventre _7777- 06-01-21-11Burton Avenue -. - urton Aventre 1-7 - 0,9-23 G ran view -entre r�. 09-24 09-23 reel Street 92 -24-01 09-24 Kothe Avenue 80.24 8 09-24-02 09-24 3 43 43 Kothe Avenue - 34350 09-25 reel Street Ashland venue j. TIN - - Norwood _ Norwood r 11-30 -il • Riverside riv401 8 e 11-30-01 33�>43 -u Poplar 80.19 11-30-01 11-30 Poplar GOIT 11-31 11-30 Neral irlve 11-33 11,32 ap em o 15-01 14-4)3 enar ventre 15-01-01 Oakland venue - Norwood - - - Norwood 1 E.03 15-02 Oakland venue 5-oa-01 33546 15-03 34049 Poplar im - - Poplar 15-Oa-02 1!5-W-Uj 33544 Poplar - - Longfellow Aventre 15-07-72. 44015-06-01 Longfellow Avenue 15-04 37851 15-03 Oakland velxie 15-06 Longfellow Aventie 15-06-03 jJ101 IaerSI hive 15-OG-C-4 37355 15-06-03 33721 Iversa hive 09-2a-C-2 MIMI ran view Aveatie - -10-12 Riehl Street - -1-0-12 Riehl Str&et 11-21-0:3 -21-02 Hienil Street 11-22-01 33302 1 11-22 Oakland venue 94.15 11-22-U2 333`19 11-22-01 33:3U2 Oakland venrrJ so 8 - - Ivan# 106 Page 298 of 577 - - Lindale 11-24-02 11-24-01 ryant 11-24-01 11-24-01 rin a e - - rin a e r' I 11-24-10 11-24-02 Hlehl Street -- - - Riehl trees 11-26 11-25 33211 Conger Street 11-26-01 11-26 rn a e 11- rn a e Riehl .t. in dale Riehl Street - - - ie trees 9R.05 8 11-2-1-02 - ie Street 11-2B 11-27 ie Street J. 33315 11-29 om Riverside rive Riverside rive 14-02 33bb9 13-11-0111 335U4 Dawson Street 63. .� Broadway Street u 09-11-01 39312 09-11 32536 Dawson Street - - Dawson tree_ rtii, 1 -12 -11 A 019-11 Dawson Street r r -12-19 N-12 Kern Street H-13 H-12 Broadway Street Fark Ruadr broadway Street 24 09T,01 09-,35 ratno bei Street TUG 09-JS 32619 broadway Street Broadway Street -34-02 02-34-01 builon vei)ue 02-34-03 U2-34-U2 triton Aventie - GrAden Valley Drive 70.01 ;Merron Urive Hale Street 0:3-1ow"e,r€a e Avenue 1 0:3-15-02 Clove r€a e Avenue Medar Bend Streetr r, 14-05 14-04 Lenardvenue 1:3-0701 1M5 Ashland venue -05,02 13-4)5-01 Ashland Avei1tie92.43 2 Ashland veIIL 05-08 05-07 M19b Greenbrier Koacl - 34132 U9-1z-Ozairvww Avenue t� 12-05-04 5 a i pert Blvd. Airport12-05-11 12-405-10 ou avar 12-05-12 12-4)5-11 35941 Airport Boulavard Airport Boulavard 12-05-14 1112-0b-lll�$ Airport Boulavard Airport Boulavard 12-05-19 35904 Livingston IZ-Ob-Zb 12-4)5-24 200972 Livingston 12-05-30 290313 12-Ub-29 W. of Airport Blvd. of Airport Blvd. 12-05-32 12-0&31 200314 W. of Airport Blvd. U2-11-Ul 36219 E.of Wagner Road .ol Wagner Road 107 Page 299 of 577 - - iiii Highway - - ig way ita Highway - - ir ig way itui ig way 36uuu 12-28 J6266 W. itui ig way 12-30 - iui ig way 12-32 112�31 it ui ig way - itiii Highway - Airline Highway 12-23 36193 12-22 Mi9z W.Airline Higliway 12 12-09-07 12-09-06eradine Road eradine Road 12-09-09 40060 12-AJ9-06 40061 Geraldine Road -09-10 12-Ub-09 40060 Geraldine Road - --- 40069 G-erildine Road 12-11 12-10 11&Higilway it ine Highway '2-12-F-' Airline Higliway Airline Highway it iii Higliway 12-1-- W4bb 12-16it iii Higliway 12-05 K of Airline Hwy. - E.of Airporl Blvd. of Airporl Blvd. - E.of Airpor-t Blvd. -12 12-10!�-08 is - Airport Boulavard MUJI 12-Ob-03 3 :31-Do rptart Blvd. - Airport Bou Iavar 12-06 112-05 K of Airline Hwy. -H-02 35863 12-09-01 Airport ou avar - - irport ou avar 12-10 3bf54 W. it une Highway 2 01-10 01-09 33492 W. it une Highway '12 01-10-51 01-10 ne Higliway 01-10-02 303131 151-17151 W. it une Higliway - 32978 01-10-04of Airlune Hwy. of Airline Hwy. Airline Highway 01-06-01 101-0it ine Higriway ulll-ub-Oz 33498 C-1-05-01 it iae Higilway 01-06 01-015 33496 W. ar ine Highway 01-02 01-011ar ine Higliway 02-12-0111 02-12 201 U41 Noaneree e or 02-12-02 02-12-C-1 oamerut nteroeptor .10 02-12-03 02- -�-2 rut nteroeptor 02-13 �594 13 02-12 reeknteroeptor 02-15 - oameree nteroeptor 02-16 02-15 Notimeree ateroeptor 18 Notimeree Interceptor 02-18 a - itui� ig way 02-19 :3513t; 02-18 MUJ9 W.Airui ig way iui�Highway - No nteoeptor Jbilu W.Air une Highway 108 Page 300 of 577 02-22 02-21 35711 W.Air I ine H I9 iway 02-24 02-22 VV. Ir I ine H I9lwway 02-24 02-23 VV. Ir I ine H I9lwway 02-25 02-24 114. Airline Higliway Drive 1,V,::E&rl Drive -26-04 UZ-2b-Ob WCE&t4rive - Wagner Read M64 i UZAM-01 35646 Wagner Road 02-0&-09 35648 0278-06 Wagner Road 02-0&-1!5 i-c-a_Wray Street - rear.Wray Street - M 103 02-018-16 34842 Wagner Road Diagonal tree - Broadway Street 02-11 02-10 No Name Creek I titemej)tor 02-12 201041 02-11 J9412 No gime Creek linterGeptOf 02-14 39474 3 No Name Creek linterGePtOr 10 02-Oa-12 02-08-11 broadway Street 02-Oa-1:3 02-08-12 broaclway Street - roa ay StFeet 0 2-09 :39470 02-QA 40211 No Name Creek Intermptor 02-10 02-09 mm"JTTT� oaraeree nterceptor No Name Creek InterGe IAO r -26-06 WCEM Drive - WCEM Drive 35142 35141 WCEM Drive Drive 02-05 02-04 Broadway Street 02-06-01 Broadway Street 02-06 U2-Ob-UI broadway Street 02-07 4U212 02-06 40213 Broadway Street broaaway Street 02-03 02-02 Broadway Street 18 02-04 02-03 broaCway Street 02-25-1:3 02-2&14 WCEAN Drive Drive 02-25-15 Oa-" Mobb WCEAN Drive Oa-07 Oa-06 WCEAN rive Drive 06-01-03- roadway Street x°'13- -a y Street -I ey Streeti> -I Longfellow Avenue 1i> Longfellow Avenue MEMEMLongfellow Avenue 1.-17- - 06 - Longfellow Avenue 017-11 - 07-10 Virgina Street r- VIrg I na Street 06-01-144 Mc-Kay Avenue - - y venue - Josephine Street 06-0148 34457 06-4)1-17 Josephine street Walker SUeet 109 Page 301 of 577 C-13-01-2.• Walker Stneat f-,---,-01-24 a er Street }- 1aI Burton Avenue }-0 1-2} Burton Avenue 07-4M 35202 Broadway Street OT-09 36146 1 07-08 3620 Broadway S ree --r-17, 35193 07-09 3bl4b Broadway Street r Broadway Street '- Broadway Street 7-11113 roadway Street 07-04 3bi 91 s 35196 Broadway Street -05 5198 07--04 braa ay Street - roadway Street –7r- 0 7-06A Broadway Street 07-07A Broadway Street 09- -011 13316 09-21 3114Z broactway Street -vClark tree U9-zi-U3 34U23 ClarkStreet 09-22 31142 broaaway Street 09-22 34022 .r raa ay ree G9-2,5 34345 09-24 Drees Street 019-26 34385 09-25 Ashland venue arwoo Riverside rive Dawson Street 1 5-j02 16-01 Oakland venue 37861 16-02 arvwoa I 5-jos Oakland venue Oakland venue 09-14 31616 3 MmTmfr� broadway Street 09-15 311617 09-14 77= Broadway Street o roaclway Street r o roadway Street 09-18 �JP619 Broadway Street 1• roadway Street 09-21� 31142 09-21 broadway Street -'.'t 33411 -21-0' 33410 Riehl Street 11-22 onger Street 11-23 33219 Conger Street Conger Street 11-24-03 -11- ryant 20.11 11-24-03 �MIU —24-02 ryant Conger Street w Broadway Street 09-10-01 A 3379 Riehl Street 09-11 32636 09-10 raa ay Street 09-12 33 795 09-11 32536 raa ay tree[ - raa ay Street 09-02 2S410 raa ay reef broadway rest 09-04 �52692 09-03 �32bfi Broadway Street Park oa 09-04-02 T74-51 Park oo UV-Lpto-UZ 32613 dratnober street UV-Ltt,-UT— EM jzfblz Bratnober Street uq-m-ol 31269 019-06 31250 Edwards Street - wards Street Center Street - -uz 09,U7-01 Canter Street 110 Page 302 of 577 Determined Portions of Service Area 11 111 Page 303 of 577 EDia. e MH CITY MH MH CITY MH Route Ratingn.} Lafayette StreEaet Logan Avenue ast oLogan venuE- - - ast ot Logan Avem17, 21-06 594U 21 Jub m2M a Drive 21-07 A 6 a6940' Logan Ave. ori Dr. - OSt Ot L099n AvenueM"M - ast ot L099n Avenue - Last Ot L09'Lin �-enue 22-06 1 36256 1 22-05 33255 Lagan Avenue 8 Z2-uf 36259 22-Ord M254 Logan Aveitiue 08-06 31375 13-03 31701 Oliver Street GD.76 12 Cliarles Street MMTM., inn Street - ,9, MoMey Street 13-04 31704 1 a-03 77r' L.4th Street - Parker Street mmrrm- ser Street - - , Ricker Street 11-20-01 32029 11-20 31338 Gable Street 97.13 8 07-03 3422J U(Juz 31292 E,4th Street 91.16 07-03-01 31917 07-03 :4 23 Quincy Street 40 8 - n eny Street 07-04-01 31953 07-+05 31378 Newell Street 60.1? 8 - well Street 90 07-06 31683 77-19-02 31335 E.4th Street 100 1 21 Linn Street 90.'j4 36 08-02 31340 07-03 34223 Quincy Street 90."4 12 Linn Street 11-18 37655 07-03-02 31320 Ankeny Street : : 8 11-19 31663 11-18 al 655 Ankeny Street ; 11-19 37563 77-19-02 31335 Ricker Street 81,015 1 8 Ankeny Street 90.37 8 10-15-01 30034 10-15 30038 Cottage Street :11.`4 8 10-15- ottage Street 10-15-03 28899 10-7502 30044 Cottage Street 8 ams St.I Cottage St. 12 10-19 28956 10-18 30030 Newell Street 7 2 _ 8 Newell Street 90.05 8 10-21 28959 10-20 28957 Newell Street 46.1 8 10-22 28962 lu-21 2U9�39 Newell trees 10-23 28964 10.22 28932 Newell Street 46.07 8 Newell trees 10-24-02 30588 10-24-�-' 30391 Newell Street 50.02 a 10-24-02A Mbal 10-24-1.-Z Mt4u NewellStreet 10-24-03 30586 10-24-C:2Aa27974 Newell Street 60.33 8 Utica Street 36 16-20-01 28377 13-20 Oak Avenue 60 8 - - t.Albans Street 70 112 Page 304 of 577 1 G-21-02 31271 -21-01 3416,9 St.Albans Street 1 G-21-03 31275 1 - Lincoln Street 1 G-21-04 31271 Lincoln Street 19-�)6A 201014 Og311 vellllc - anis Street - alis Street Street 36 Street Cottage Street 'I'l-1249 31317 Inn Street t Sumner Street 12 10-10 28913 28917 Sumner Street 10-10-01 2 2 Oneida Street - 28913 Sumner Street 10-12 M12 Sumner Street 10-12-01 IG-12 28,W Beech Street - - eStreet unlllrer Street 10-13M - 2213M Onei a Street 10-14 M44 umner Street 10-14-01 23910 10-14 28911 Sumner Street 10-14-U2 28903 28910 Sumner Street of 10-15 2a9ll Cottage St. umner 14-03-01 27331 L.2nd Street 14-04 27331 yeamore Street s# Street 14-04-01 20MU 1444 280= E. s# Street 14-05 ycamore Street -7 t 12 14-05-01 28029 F— u an venue 14-07-01 2.,L"UL" I flornpscon Avenue 14-08 7-b9b 27 C,a C, Synaincfe Street 10 16-11 27631 16-10 27244 ayette Street Lifayette Street 16-12 - o E. I s# Street 16-14-01 27403 LAayette Street 16-14-02 ZM26 'Tr-= 2MG LAayette Street 16-16-Ul 26743 IG-16 2uftiu NI ulberry Street Oak venue - 200&49 Oak venue 70.31 8 2(Mb E. Miullan Avenue 19-0149 POE -TT= 27948 E. u an Avenue 19-05 2UU319 IM5A 201014 Dg3ll Avenue 11-01-04 M55 � P irk venue I I 01-11a 29191 Vine Street - treet 11-01-11 23966 271329 Irne Street i 11-2 21629 11-01- treet 10.15 2.1L,12Y Linle Street 4 111 P.'L trees -1,173-01 - Pine St. Lime St. Pine trees 43-01 27719 Almond St.f Pine"t. 90.68 8 t� Almond Street 4j 12-01 - Street 8175 !.� alnut Stieet 113 Page 305 of 577 - -Ul-02 E.2nd Street Iowa Street - mond Street - 2 man treet _ 3215-31 Almond Street w i - - - ;� r ClayStreet y r e Street 710 - b4 Mulberry Street 1 Mulberry tree 9 3rd Street r i -Ul 21214 9-03 2(2(2 E.3rd street 70 30 19-05 1 39330 Mrm MM=!, ran un Street mmmm1 14-011 27244 E.3rd Street - b� Latayette Street - !.� E.3irdStreet i Cry - Sycamore Street 1-02 2121b 14-U z E.3rd Street i 14-02-04 2 Sycamore Street 15-01 21 TH Sycamore Street - -0 1 27449Sycamore Street ycaniore Street 161-01- - i 7T, Sycamore Street L 17-731_0 5 2990a "more StreetrU 1 i Street �i- Street - - Lafayette Street12 - - i trees 10 - - tree - Mulberry St. Lafayette to Mulberry St. Lafayette St. - 16-07-02 u erry St. Lafayette St. r 36653 16-01-U3 315GUZ Mulberry St. Lafayette St. - - Mulberry Street x a a'yette Street 27436 11-1-14-01 2(432 E. 5th Street . - 10 - - Mulberry Street 17-10 2008D Maple Street 17-11 290-40 Vine Street Niles Street - - Niles Street a2.13 3 04-16-06 33142 04-1 6-06A M= Hope Avenue -77 7 UltPub-IJU32130 boston Avenue - - ape Avenue - Boston Avenue -0a 32109 1.,fj-Ub-Uz 32104 Boston Avenue Ricker Street 3130 Ricker Street 11-12-04 juiuf Adam Street - - ams Street 11-12-1 - 2-01 j31 a 53H Ms Ireet - 1111-12-04 ee trees Liin 1e1'Street 12 ayette Street 15 114 Page 306 of 577 10-08 31921 OJUI �A 922 ulnaer Street 10-06 31921 ulnaer Street MIT 10-01 31.3DO 31395 SHinaer Street 10-02 m7rrrm umltier Street 15 - umltier Street 15 10-03 31924 0-04 M M4 umltier Street 10-04 umltier Street 10-05 wnaer Street 10-06 wnaer Street 4th Street 10-01 31300 11-10-00 2770a Sminner Street 15 08-63 Ig Rock Roacl 08-64 Ig Rock Roacl 08-66 Ig Rock Roacl Ig Rock Roacl 0&-66-01 - Ig Rock Roacl Logan Avenue i-fan Avenue SSC of Logan %,enUe :-;fan Avenue 08-60 36311 0&-59 W401 3Ig ]u irline Hwy. 08-61 mm%T?rm big RockRoad Inn Street M-09 m7f= Inn Street Street - - Parker trF-et 10 Parker trt�et 13-06 mmrl-Trm mmTT"rm L.4th Street i E.4th Street a-06A mmr?1 ?mmtree 13_ Webster Street 13_ _ QuincyStreet I]- - - -7 1 Wendell Court 13- - - I Wendell Court ,3- Ankeny Street 16-0!3 31734 11-16-01I Webster Street 2.0 24 - �o- ewell Street r 1Quincy Street -1115 3 E.4th Street 1-1J Ricker Street 1J Street awver COLIA Street Gable Street OT03 Linn street 08-03 U l ewe Street 08-04 31360 OM3 31 tr Inn Street 08-06 Linn Street e er eet Webster Street - +> Street 32026 -1 a Street 11-20-06. 11-20 Gable Street 11-21 Ankeny Street 13-02 E.4th Street 115 Page 307 of 577 - - anis ottage St. - - Webster St.f Actarns St. L, tiewell St. a steF St. - 1r- -i,. M7= Adam Street - =- =- 3 ems treat - - - emsStreet 10 - Webster St.f Aclams St. Webster Street - - - Webster street - ewe I I St., Webster St. 10-1E. 30030 10-1YAewe t. 'Webster St. 10 0 1- L,r' I-Jewell Street - - ewe treat Lb 4 Newell Street - Newelltreat - j- t-113 2 W H Oakvenue 40 - - =- :. -7= Venue M7rT - - Venue - � fan 1n Street iiStreet 41h Street 11-1O-UO # treat 20 - - - att ige acct -Tr' E. 41h Street 20 Acl antis Street '77777' 31311 11-12-01 3131 T 177 street - - - tree = Street Argyle Street - -517 Argyle Street - i � Iowa treat :;. M=277=05 axion to 1 T- axt�on t. owa treat ane treat 12-06-05 i ane Street o�wa Street ft72 1-:o#tage t. estnut 1.ottage t. es ut1:ottarge t. es2-W-1 2 116bub 11-10-Ul 2UU799 E. 4th Street 20 36 mmrn - Ash Street mmmTmmm Ash Street CM-75ge St., S Lill)neI'S .. =- 22674 10- o- ti eec treat - 10-13-01 i C)nel a Street Beech treat u an +venue 171 ycaniore Street "TTTLT' 21666 1 14-06 i ycaniore Street -01 ZMA 6-11 276-aln trees JUA-3 10 - 21712 Tr-TT� ia ayette tree i Lafayette Street Lafayette Street —7.=. a ayette Street 116 Page 308 of 577 16-16 Z14UU 16-14 27403 Thompson Avenue 4,3,636 3G Mulberry Street ompsvn Avenue Mulberry Street ,- - 1. tics Street 6- - .�7 43 Utica Street - ;',:.39 u rry Street 12 - 27948 19-01-04r Mulberry Street - 32939 TT-=- r 7 L.Ist Street 1- - Park venue 11-01-03 21331 12-01 27,278 a nuttreet - 276598 11-02 2.1 Uins Street - --7., , me Street - 309b 1173-02nn tree Pnne Street 11 Yr� ti Streer- --r7= 4th Street ; 11 - -04-02 Almond Street 11-06 11-04 E.4th Street - Walnut Street - - a inut Street y 1- 21616 Pine Street 7- 21616 12-Ul-02r a nut Street "77,7r' Walnut Street + wa treet - - 3y Street - - - 3y Street Iowa Street e Street - Walnut treet - Walnut treet la remonk Street 2nd Street Mulberry Street - Mulberry Street 19-02 27262 16-10 2(244 E.3rd Street 3rd Street - - Street - Sycamore Street v Sycamore Street 15-01-04 29908 5-01-03 1 9909 Sycamore Street - 77157 b-Ul-05 1 2990� Sycamore Street Tr - ziwl 6-01Sycamore Street -1r,' 77,MM Sycamore Street 15-01-019 27384 5-01-G-E, r-,--0 2 SycarnoFe Street - - �;Ty 3 .r venue - - -{� ar venue 200650 1 1 (4c,2 meet -3- -�, .� ayette Street - '13-0 _�., my t. Lafayette t. a- �._ a ayette reek 1 36 `737, 21116 1r- �' tree -',� u rry tree j- Mulberry Street 11-oil- Franklin Street 117 Page 309 of 577 6-th Street 20 30 17-04 27196 L. 6-t 7 street 17-05 L. 6th street Street -06 -E a Frankliin Street ME - trees - anut Street 17-08 =77rm Walnut Street .11 7-0 iwt Street - ape Street 2650 _ -1 ape Street 10 - 7963 - - Maple Street arC ay trees �" "Vine Street Vine Street 18-04 L ]l 7 trees 10 18-04 WalnutStreet Vine Street 05-02-01 Culler Street 15 1- - - Adams Street 10 11 2-OC, 311 k59 1-12-Ub M a M. Adam Street 2- - ems Street 2- - Adarns Street 10 1G-04-07 - L.9fayefte Street _ _ Lafayefte 118 Page 310 of 577 Determined Portions of Service Area 12 Pipe [,!a. MH CITY MH MH CITY MH Route Rating (111.1 08-01-01 37213 08-01 26128 Courtland Street 4_',1 J - Douglas Street 01-01-02 28948 01-01-01 28881 Mobile Street 83.8 1) - - Mobile Street 01-01-04 28930 01-01-03 28929 Mobile 31 ?i 13 -01-05 31392 01-4)1-04 2893U Mobile tree-. 01-01-06 31827 01-01-05 31392 Mobile Street 90.37N12 - DouglasStreet 01-03 24944 01-02 200822 Bates Street 99.69 - Bates tree 01-04-0'4 31645 01-04 31640 Bates Street 9 - -1: Bates tree 01-04-03 31647 01-04-02 31646 Bates Street 70- i iarn venue 97.4 801-05 30664 01-04 31640 Shilliam Avenue 97.7801-05-011 ao 669 01-05 30664 a stew treet 01-05-02 30631 01-05-01 30669 Halstead Street 78.14 - Halstead Street 01-05-04 200820 01-05-03 30653 Halstead Street 90.7 8 Shilliarn Avenue 01-06-01 200810 01-06 30657 Jackson Street 99.27 8 - - Jackson Street 98.81 8 01-06-03 30659 01-06 30657 Jackson Street 96.6V38 i iam venue 99.916 j 01-08 30682 01-07 30680 H. Barclay Street 99.3 - Barclay Street 01-09-01 30690 01-09 30686 H. Barclay Street 95.7 S,alli bury Street 01-11 200812 01-10 200811 S ,ibury Street 98.3 8 - S� ,i bury tree 02-01-01 28928 U-01 28867 Ash Street 94.28 8 Street 02-01-02 2893102-01-02A 28932 Sh i I I iarn Avenue 90.328 i I I iarn Avenue 02-01-03 28870 U-01 28867 South of Douglas Street 8 Franklin Street 08-02-04 26142 08-02-07 26141 Irving Street 90.0 8 11- Franklin Street J.,U 1.0 11-06 27161 11-03-02 27156 E.71h Street 90.04 8 - Franklin Street 73.35 04-10 26321 04-09 26200 Independence Avenue 6015 Cherry trees 410.19 04-10-02 26172 �-4-10-01 26324 Cherry Street 40.11 8 - orence tree 04-11-C-4 26576 C-4-11.03 26585 Independence Avenue 40 12 04-11-06 265a7' C-4-11-06 26686 Florence t. intern t. 10 04-11-N 2658404-11-07 26583 Vinton Street 8 Florence t, Vinton t. 9i 04-1145 31036 04-11-04 26576 Independence Avenue 60 12 - Cherry St..' Florence St. 04-13 26168 04-12 26479 Cherry St.; Flarei�o a St. 94.3 15 119 Page 311 of 577 - -I Glenwood Street I - - King E. r . 04-15 KingJr. r I - �- e :t a Street91 I - [ Street. a y� -I - Mulberry Street 06-0�-Oith Street. :•M 06-04 th Street. -I th Street. iDO 11-01-01 - th Street 97.72 1 11-01-02 21 T5.2 11-01-01 ZI fbb ycamare Street 40 12 11-0142 11-01 L.9th Street 7 is - a t3yette Street UOAO -01-02 07-01-01 Wilberry Street 601.19 1th Street 13U.28 12 07-04-01 07-04 Lane Street - m tree* 1 -00 01-00-00stub oug as street e rn inan Street 01-09-02 20HO9 01-09-01 30690 N. Barclay Street -16 04-16 mobile Street - - e Street 02-01 - as Street n in Street - Irving Street 1 24 - vn treat Irving Street Oug + -0 ON6-02 Independence Avenue 11-02-03 27114 11-03 2 1 U96 u be rry Street 31.64 19 11-03-02 - , u )e m}Street 11-0 a-03 11-03-02 Mulberry trees 11-0 a-04 11-02-03 th Street 11-03-02 th Street +;1 U I I-jD4 211luz E.9th Street 11-04 27102 11-jD3 2109b E.9th Street 11 -3 Franklin Street - -�-2 - and Street 11-04-C-3 3n trees 10 - => t trees I is - Independence Vei7 ue 04-N m trees Independence venue -I +y - Independence vei7ue m 12 - orence , 04-11-I - -0Independence venue 04-11 ou + - r k. intron t, 04-11-07 - intoe Street Orencle 05-01 C444 Ob-Ail-02 2 E.10th Street 1 3j 0 5-01-I1 05-01 26444 E.10th Street }....+ 0 5-01-02 01-21 OthStreet 1 -} 05-02 t eet 50.19ry -I - qVSYGalmore Street I - -02 E.10th Street 1 31 06-03 Lafayette Street 05-03�-I a ayette Street 1 12 120 Page 312 of 577 - r r05-04 26918 E.10th Street 1 s - Sycamore Street 06-02 1Sycamore Street th Street Syr-amore Street r L - ycamore treettr 10 21722 21827 ycamore eet +. = Lafayette Street - Water street 11-01-03 11-01-02 Syr-amore Street 11-01-04 21 +• Sycamore Street Mmm7T- t Street t tree[ 11-02-01 1• Lafayette Street 11-02-02 —7= 2110rd a ayette Street 11-02-03 tStreet 11-02-05 21746, 11-02-02 E.7th Street i) E.9th Street .05-05-01 �vjiz Franklin Street - 21 11b SyGamore Street 06-05 26338 Lafayette Street 1 10 06-06 2 C,3 6, &G-05 Zrbibi Lafayette Street +t Mulberry treet 07-01-' ;u Henry Street -'.. - 7 ;u �en-y treet ,07-01-0 - Mulberry treet -0.5 263H 07-01-04 263ib ti u perry treet 07-01-U13. ur-01-ub 26389 ti u perry Street -02 07-06 —MM%r' Fr-iiikliri Street - s I NONE= 07-02 1 OMNI= H,.iiiKhri Street - Franklin Street E#Ej Franklin Street ran in ree ' ane reet15 121 Page 313 of 577 Determined Portions of Service Area 13 Pipe Dia. MH CITY MH MH CITY MH Route Rating (In.) 01-07-03 2559 01-07-02 25965 Arizona Street 10 01-07-04 201041 01-07-03 26MY zona Street 81.48 10 04-01-07 24248 05-09 24244 Shultz Street 80.00 8 Callifomia 05-06-02 24224 05-08-01 24222 California Street 90.&4 8 Ub-016-Utj 05-0-6 BI owers Avenue 7 05-07 24259 05-06 24262 Blowers Avenue0,44 15 Ub-017" 242-30 4Jb-U(AA ornin� ;--t qu.3T-1 05-07-03 242-68 05-07-02 24230 ornin• S_-sst , 8 orni nq:zreet ,} 242b9 owers venlle 05 Mrm- 1 b owers Avenlle 1=7 blowers Avenlle d 50,5;e -0181 b owers Avenue 7 1 Idilio Street 05-10 24244 1 C,3 t4 Street 05-11 26-iW9 05-10 24291 idilto Street 82,27 10 05-12 05-11 1 di t4 Street j'•.�,�:� io DR.-12A 24317 05-12 24318 Gul}ll ue Road --8.26 10 05-1)5 07-OB Ua i orn i a street Blowers Avenue 266410 0-5--H-04 bl owers Avenue Wyoniing Street 96.M a Lavette Street Latayette Street ayeve Street - Lafayette Street Vine Street Vine Street mein Street 04-01-Or'-—7X= -j4-01-07 249248 oar Street - - z ran treet - z clan treet - z4M Lafayere Street 16 Blowers Menue - Dubuque oa€ 05- Callifomia 7eet 21 BI owers Avenue116 1U1-U 07-06 ia vette ee - Lafayette Street 07-H 07-08 iayrette Street - a vette Street 122 Page 314 of 577 Determined Portions of Service Area 19 Pi ire CITY Dia. MIH MH MH CITY MH Route Rating (In.) awwtionne �-'enue Byron: i,enny uer7tie yron; i,enny veF1LFe Byron,- i,lenny Avenue "J r� Byron:to enny Avenue - Byron.1 Glenny Avenue Zb-Od-Ub 10079 2548-iA 10078 nny Avenue Randolph treet 8...i Street1,aJ - TTM, 06-0.6i' ItC venue 70.06 Mitcrkell Avenue " , 992U 05-09-01 �92b� Mitchell? our an veno - tree our an omwa venire —Liberty Patton Avenue n , Patton Avenue Street Mitchell? our an ven U !tc a aur an ven u - andolph Street - Itc e r n veru 987.2 1 - Randolph ee 2b-IJ-01 q8-68 26-13 9 E169 Bou r a nd f Cornwallvenue w - ou r a nd f Cornwallvenue a ;� - Cornwall venue Tornfwall Lorraine Avenue 25-14-02 - Con-wall Lorraine Avenue 2 5-14-03 3 -13-L4 9 EL66 Randolph Street - - omwa orraine Avenue - Easton Avenue 0715= OG-15 9G99 Easton Avenue - Easton Avenue - ray Street 0-6-167T' muuib - r" organ Road 06-17— B-16 97a Gray Street 06-17-01Acadia Street . ray Street 05-1-6-02 9817 Lofetta Avenue ) 05-2-0-0a 7 Wisner Drive t .� - 3 Locke Avenue - 6th St.. W. 7th St. Locke Avenue s Locke Avenue Locke AVelkle Locke Avenue Easley Street ". as ey Street 06-06-W Utub U"CJ-OQ 9818 Easley Street as ey Street 4016-06- 06-06-04 Easley Street 5817 1016-06- 56715 Easley Street 123 Page 315 of 577 OU-N-01 9825 0"6-01 9821 oulc'lae Street ..,a1 'r`�' Ta '.Jouch e Street :I, ' 06-07 Uf4b - o Locke ��elllle L 06-12 Wbi 00-11 Easton Aeenue 24-15 9836 24-14 9909 W. t beet ' 24-15jl) 24-15 orraiine venUF ",+ 24-15-0 Ubit 24-15-C-1 orralllle Avenue 24-15-,DNbUW 24-15-C-2 Lorraine- venure 24-15-04 9&W 24-15-rra 98aa Lorraine Avenue 90.46 - U"b 24-15 W. 71h Street 24-17 !9616 24-16 Easton AyenueI 24mmmlk mra, - - astonrt venue24-19 9682 24-18 9GH astoventle Ub-lb-01 06-15 Lorraine.- Easton Avenue Loretta Avenue , }, L 06-18-01 a Avenue U-0 J - 1h Street 60.1 , 18 IUb-ZO-JU1 06-20Inner unve Ob--ZO-0 23111b - Wisner Drive 64.34 05-22 10611 06-21 W. 81h Street Ob-2J-jUl 10715 05-23 10 ,1 L. Ridgewayvenue 06-02 9711 Locke Avenue OU-UZ4J !J101 06-02 W.7th 80 St, 7th St. 801 St. 0&02-03 Uf1qj 06-02-01 9781 W.7th St.:'W. t.h St. 06-03 OG-02 Locke venae 25-15 1-Ubbl 26-14 W. 91hStreet 2b-15-0 10043 26-15 ,!TLorraine.' East-an Avenue 72.86 8 10044 26-15-01 1004a Lorraine,, Easton Aveiltle 26-16 10030 - t trees 2b-164) 1-0029, 26-16 Easton ,, Locke Avenue 25-16-01 Easton ,' Locke Avenue A7 99-85 26-16 10030 W. 91h Street 25-17-02" th Street MOO 8 2b-I 1-0 201043 26-17 Locke Avenue oc a Avenue - oc a Avenue 10034 26-20 Roland venue 12 - LorettaWisner Avenue Hammond venue 2-h-15-03 1-UbbJ 26-1 b-02 10044 Lorraine d Easton Avenue 2b-154) 96-64 25-16-Oa b, Randolph Street Randolph eet Msner Dr. I E.Ri geway Av 2E6-20-05- Uffi 25-20-M 25119 WIsner r. Ridgeway v 2b-Z94U 9640 9((1 andolph I Hammondvenu 25-23 25-22 Loretta Isrler Avenue -26 25-25 Ran dol ph St.!H ammond Avi Howard venue - yon venue - yon venue - amniond Avenue Z549 SF311 E. Ridgewayvenue 50.02 Ridgeway venue - astern venue 7U.16 8 124 Page 316 of 577 9547 21-02-U2 �604a aninionc Y Lyon Avenue 80.22 8 Hammond Y Lyon Avenue 7 Zf-OZ PIMP anirnonc ! ycon Avenue =. 3 8 27- 27 2aster ventre _+,.° , zf-1 M260 2T-03 U44 yon Avenue M.33 27-04 2T-03 aston venue 7051 yonvenue, VV. 11th Stre-el yon Averlue VV. 11 th Stree - yon Avenue VV. I I th tree - 2TjO8 W. 11 th Street th Street 21-10 21-10-1Plaza Circle 21-12-01 ZJU-jb 21-12 2MMI Colby oa - momiiencoe Avenue Hill crest Road it -�� Crestline venue f 02-1 -6217 - aratoga Unve ),'. - - a FK L.9rm I MISS 02-07 ig view Avenue C 02-07-01 Highview Avenue I soon , z I s 8 02-09-09 C 570 -+ a ane r gemont Avenue I Olson o, v Is 8 gemont CirGle ,1 f 02-1 02-09 1 OMNI= gemont Avenue .1Z 02-11 z2fuz 02-10 22701 gemont Avenue L'- Kimball venue 1'- imball Avenue looms 21 21-08 711" Kimball venue - imball Avenue 21 -a3 21-08-02 KiFnballvenue 21-Oa- 2175-07 Kimballvenue 21-Oa- - Kimball venue 21-0M7 - imball Avenue 21- enco-e-Avenue =rockway Raod �, - 02JO3 PaFKane 02-04-01 airane Avenue -I - aratop Drive 46.05 e aratoga Drive gemont Avenue 02-1 ITZITV gemont Avenue - Cataract Avenue8952.�r, 04-0- 2 04-02 6319 at�aract venue Cataract Avenue I Olson u Orchard treet r U.7 8 - alaract Avenue 772,7 attaract Avenue 116.,2 Mire Street I Olson Is 8 04-06 04-06,-01 acreStreet - 6292 04-06 Catartact Avenue 04-07 C240 04-07 62-92 a timore Street .2,26 04-07 04-07-01 a timoie Street , 04-07 04-01-U2 B;3 ItiFn,ofe Street 04-07-04 U4-ut-uz Burbank venue M.56 8 Burbank venue 125 Page 317 of 577 - Cataract Avenue - Cataract Avenue 04-10 3 5 C ataract Avellue r 04-11 3 - ataract Avenue Ob-Z11-06 6248 ub-ZU-05 G249 Burbank Aventw 05-33 6195 05-32 6.1713 S aratoga Drive C 0-5-3a-01 6198 05-33 6.195 S aratoga Drive Ob-Jj-U:5 6326 Ub-ZJ-Uz 6.199 Alpine Urive 4 Alpine Urive r .1 Alpine Drive 76.04 - pine Urive 5 - pine give aratoga rive aratoga rive - Saratoga r n a 03-M :51b4bl 03-03 61360 W.9thtreet , - .Lindner r. Leona r 03-134-02 bbb/ 03-04-01 E166(i Lindner r.. Leona -05 bb f f Oa-04 j 7649 W.9th Street - s ro r - Bona Av an Sa Ivador Dr. Leona Av, an Salvador Dr. 9B.56 8 Columbus rive - F)-G8G Columbus Drive � ,timer 0:5-1311-01 -! 63-724 San Salvador Drive i 0:3-013-0b -a an 5.91vador Drive 52.44 a U-J-Uu-jub -0a 615H Sante Maria Drive 03-oa-10 5681 03-08-09 antaa Maria Drive 03-oa-I 1 56,130 03-08-10 66131 ant<a Maria Drive r .1 - t Street . 3 - Saratoga Dr,'W.9th St 40.38 8 -10 03-09 j(53A W.9th Street 04-04-02 U3 f - - 6249 Orchard Street anoi-Street 6225 155-771 1,777" anor Street 0-11-zu-ub 6249 SIMI Burbankvenue 4Jb-ZU-UbOrchard Street Manor Street - - 1 geway Av.f Linder Dr. 03-134-03 -wj&5B 03-04-02 Lindner Dr.. eons Av. 03-04-04 03-04-03 Lindner Dr.. eons Av. 76.29 8 - andolph Street - - Columbus Drive Santa Maria Drive 03-OB-13 - Randolph _tree= 03-uu-ib bVUIIIJ 03-08-14 6691 Randolph Street PI - - Hmmmammond venue 50.0 - Hammond venue 23W 26-33 G791 Hammond Avenue Hammond venue 40.0m a 23-M 2271-6 2 a-08 Nancy 'Lynda Rd 23-10 7222 2:�419 Wend r Nancy Rd 76.4 Wendy oa 01-20-01 a - rospect Boulevard - - 7123 Prospect Boulevard 01-20-04 22561 U-0j (4�u Prospect Boulevard 126 Page 318 of 577 - ce Isiar Lane 1 ,01-20-0 z2bbb 01-20-031 rospect Boulevarcl , - Olympic unve 10 Sheridan Road - Sheridan Road Sheridan Road 0 1-21-or 201024 - Sheridan Road 01-22 MCI 01-21 Olympic Dnve 10 01-22-0 f UU2 01-22 Sunrise oU varc 01-23 fjfz 01-22 Olympic Dnve 10 01-15-01 7210 01-15 7�34 Colby Road -15-01 Colby Road 01-16 f Jib 01-15 Olympic Dnve r-71 10 01-16-jD 23'Ubb 01-163 Lynda Road - o M8 Olynnipir,Urive o.Z 01-17-0 ZZtzi 01-17 ancy Road 01-17-jD 22122 7342 N incy Road Wendy Road _ - -�-i 7218 Wen y Road Pk— Wendy Road 01-19 7 3 54 01-18 ymipic Urive 81.08 South i I I Rmd 01-19-0 7144 -19-02 Souith Hi I I Rwdru,` - OMMMMlympic rive 10 - Lynda Road Lynda Road 51.6c, - Lynda Road Haney Road Nancy Road 23-11 IZZ-5 2a-10 Wendy Road Brooki-idge Drive 12 Kimball venue (11-07-0 37BU2 11823 Kimball ven u e 12 011-08 7302 01-07 11823 roa n€ge Drive - ro rl€ge Drive 01-10 N14 01-09 rod i-ige Uri ve w }s e} 12 Pheasant Lane 0-1-13 rj 2r ymipic Urive i329 Lisa Drive 01 4M M4 0-1-13-01 r r isa Drive 01 4M fzfb 0-1-13-02 r r isa Drive 0-1-14 7 33.3 7a29 Olyrnipic Drive 10 01-15 yinipic El rive 2-1-03 TeM r>903 Kiniballvenule -04 14U4 21-03 KiFnball Avenue 22-01 2a-04 Pheasant Lane - Pheasant Lane Rachael treet 22-0 12bf 2-22-02 Pheasant Lane 22-Da-0 12bb 22,013-01 r t5arppngton Unve i c-2 r Kimball venue r a-0 - , Kimball venue - I 75N 74a� Pheasant Ln I Kimballv 23-04 752G PheasantKimball v - isa r asant Ln 127 Page 319 of 577 zj-ubAji 72�O 2a-05 727'9 L isa rive 52.44 23-105AZ 23-405-01 Lisa rive - Lisa r ,„ - 3 01-03 a rive u 01-% 63383 01-04 1 aaaa e rive , - L>l 2 F-Ii3rk Lane v. - -02 I-IaFk Lam 0 111 02-04-02 0244-01 air ane Avenue , 02-05-02 02-05-01 Crestline Avenuee High'view Avenue ,:°. 7 15 Highview Avenue I. e" 02-12 22703 02-11 22702 Edgemont Avenue 1135AJ-01 6434 05-43 Southbrook Drive 6433 05-43-01 C434 Southbrookrive 05-4-3-04 05-43-Oa 29000 Southbrook Drive 06-44 6449 05-43 a4aT S-ourthbrook Drive 05-416 M 05-44 oo rive - 3-13 Park Lane 10.06 03-10-01 b,9 bb Oa-10 Havenwood Drive 10.69 03-10-03 �- , av,&nwro c rive - W.gill Street UAW 9th Street r -14 -5941 03-13 W.9thStreet 03-15 WJ4J 03-14 6,941 W.9th Street .r 91h Street 9th Street t, 05-a5 6192 - 1alga Saratop n' Park Ln 18 aratoga n' Park Ln I ark ane 18 05-M t;bqjt; 06-ib-01 1-1,,irk L,ane 0!5-a7 -02 211 r3 2 6. 1--neactship Lane 03-10-08 avenwori rive ,[ 03-10-09 0:3-10-09 aven'woo Circle 03-10-13 U3-lu-ul 610013 HavenwoodCircle 70.09 8 03-10-14 61011 03-10-13 1�010 Ravenwood Circle 01-111-03 01-11-02 Pheasant Lane 65.81 01-07-10 01-07-09 aaal E.Tower Park DTiVe -20 0.3-19 h Stfftt 03-25 03-24 6622 E. San Marrian Access Dr. 8th Street 24-CA-01 2MV9 24-04 2M&6. a Qr-ne Avenue 24-05-02 24-05-01 a9 Qr-ne Avenue -06 Z.JUZI 24-07 venue 81h Street - Byron Avenue 76,57 24-0a-01 yTon Avenue 24 - StubBert.,7 1'Blllle 24-Oa-01 10292 24-03 t AverlUe 10298 24-03-01 10292 1-4rest Aver)Lie 24-1)a-03 24-03 or-eSt V7nu 24-0a-02 6th street Z4-UU-U-3 24-08-02 4 t 1 street 6111 Street t 1 street 128 Page 320 of 577 24-08-f,, . 6th Street 60.03 8 - -fa ur �� tree[ 141 1077T— 1 - -f,,J Mitchell venue - 24-08 mmrn"jrm W. 7th Street 24-39 —7= W. 7th Street - Nt greet 24-12 24-11 221370 W. t Street F.,� Mitchell 60.59 8 24-14_ venue t greet - 24-13 t treat60.45 mr� 24-14-01 Wif 24-14 9909 c�rnwa venae - -�-l Cornwallveno- 10-1 10-15 Prospect Boulevard -1 10-19 Prospect Boulevard 10 01-02 .6395 H-01 6ag�9 bro-oKridge Drive 72.02 18 - Crestline venue Crestline venue - Crestline venue Crestline venue -03 6391 01-02 Ga96 Brookridge Drive 4-6.00 18 - Friendship Lanwe rl,^ 054JU 317M 05-39 m"Tr= rlenc's Ip Lane SIM I I 00007= rlenc. Ip ane 05,41-01 22tbu 05-41 W2 1-a mane Avenue mm"1 7,1 0-5,41-02 2264!9 06-41-01 22UM F.9 it ane Avenue 05,41 TT" '777' 05-41-02 226149 airane Avenue 5 Vl� roa erI e Dr. outhbrook - respect Boulevard -21 22 bb2 10-20 Prospect Boulevard Bth Street Hawthorne Avenue 1 00011471711 24-Oa-04 10313 24-03 W. Bth Street • 2 24-08-06 W. 6th Street N-Tr" '777' 24-08-10 10773Mitchell venue 24-1'-8-= - ( Bourland Avenue 1.00 8 3 200502 24-CU-Ut 997r, W. 6th Street ==. J 24-14-02 Cornwall venue ITO Byron Avenue - Byron Avenue ITO 05-03 ifu3b 05-02 Byron Avenue 1.00 8 24-06-TT" 24-06NONE= Byron venae - - rW. 9thgreet 9th Street 173 1"T'2 ' 9th Street 2 _ •.r. G1 enny 1 Li aerty Avenue 25-09-01 :•r �A e11IIY I berly venue ;' - enny,,Liberty Avenue 9th Street 1.00 9th Street 1.00 18 05-0 11007 W. 8th Street 8th Street aur an vel7lIII IN? c a venue 1.00Mitchellvenae 129 Page 321 of 577 - 8th Street 1.1010 18 looms - - 8th Street 9924 05-11 W. 8th Street T. i7 05-12 UU.22 05-11t 7 Street i7 05-14 9913 05-13 991 C, W. 8th Street 05-14-01 9912 05-14 on w.7 orrailre AvellUe -10 10-049 2 5-il Street 25-10-03 1-UUbZ -0j Randolph Street 43.32 8 Liberty atton Ave irue 25-11 1004-6 25-10 10049 W.qt1h Street 25-11-01 10045 25-11 Patton I E. Mitchellvenue 25-11-01 1 UU4z, FattonMitchell ven 25-11-jD3 10046 -11-02 10047 Fatton I E. Mitchellvenue 10-046 -10-1 1006,2 RandolphStreet 1-Ubb4 25-11-1 Randolph Street 2b-1 1-113b 24JUbIJ13 5-11 +. h Streeti12 -13 9B69 25-12 9873 W,9th Street 2b-IJ-02 98616 25-13-01 YUGU botil" and f Comwallvenue Randolph Street - Street 04-12 6313 04-11 GU4 atarac venue 04-13 6317 04-12 13:A� ct Avenue - - aston 000001venu„e = -14 UUbJ 016-13 n Avenue 06-14 9653 - Easton Avenue 06-16-01 Ubfb 016-16an Road 7) j1!z4j!0 0,6-17c is Street 10.03 aston Avenue U-14-04 91690 - aston Aventie �7 - - lsi7er rive 06-1015-01 b1fif 06-05 Locke Avenue 10.22 ouch ae Street T) - Locke Avenue 06-M bfbb 016-08 ore Street - Baltimore Street 'y '.i'- - Easton Avenue T) 24-1 5-113b JfU4b -04 98-40 Lorrtirve Avenue Bth Street - tree# i ti Street 12 i>0 E. R I geway Av.; Linder Br. 40.02 8 7,-1 I geway Av.; Linder Dr. 1.1010 �tlh Str?e# 05-16 1 ll 10�_15t tl?�# i i - tlh Sti?sl 7) -18 Ullui 06-17h Sti?st 30.02 Bibb ol5_18 W.8t1h S t 1.00 18 05-21 9810 05-20 9a09 W.8t1h S t 1 MMT.T.)"� 05-23 10615 155-22 10611 E.Ridgeway ay venue way Avenue 7 - - Saratoga Drive 1 Vlll7l 18 05-24-01 6222 05-24 13149 BurbankAve all Ir 06-01 9711 155-17 9TIO Locke Avenue t 7 Street i7 W.Utin Ntree# �o 130 Page 322 of 577 9th Street ++ 25-18 V0,15 1 25-17 a Avenue . + ) 10014— 26-1B Roland venue 25-19-01 25-19 =Lo�ck orett3 venue 25-19-0 313032 25-19-01 oretu Avenue ++ 25-20 10007 25-19 10014 Rol,,md Avenue 10.00 12 25-20-0 313033 25-20-01 ismer Dr. E.Ridgeway v 10.00 8 25-20-03 25-20-02 1 ismer Dr. E.Ri dgeway v - ismer Dr. E.Ri dgeway v 1.00 8 25-22 10032 25-21 10M oretta d ismer Aventiv + 25-14-0 1-0,03B 26-15-0a ant 0Street + 2-5-45-03 25-16-09 Randolph eet } 25-1 14JUb 25-16-02 aston1 Locke Avenue + 10026 25-16-Da 10025 Rimcfolph Street + 25-16-04 3n€O eet + astern Avenue 31.15 - Lock 1 Lofett,.i Avenue + 2-5--IM4 25123 zb-1!9-Uj 25124 Randolph ptree[ + - 3n€O p' treet + 25-24 Z—M le 1 25-23 26122 Ri3ndolph Street + - - an dol ph St. ain mo ad Av + 29481 25-26 2�500 Hammond Avenue -216-01 Hammond Aventie Zb-Zfj-Ult� 25-26-02 948a ammram€ Aventie 30.00 -2f 25-26 Harnino-nd Avenue -28 9493 25-27 294&3 Hammond Avenue II NONNI!= -29 9511 25-28 E. Ridgeway Avenue 27-01-02 27-01 Hammond venue 2i-M-U bZ4Z 27-04 9243 Easton Ave,nue th Street aston Avenue 10.163 7 - Howard venue - Glencoe Avenue 21-10-01 23798 21-10 2M465 Pl.qzi3 Circle 21-10-01 aza Uircle -11 21-10 Glencoe Avenue 21-12 23036 21-11 Glencoe Avenue 21-12-01 oRoad 21-12-03 7193 21-12-02 224-(4 Colby oa + 1 21-134 fift - i crest Road 21-la-0 Ilfb - r i crest Road , +� -13-01 Wilshire Avenue 21-134 a a Uencoe Avenue - 21-13 Hillcrest Road i 11 ao BrentwoodRoad - Hillcrest Road 21-15-0 224f 1 21-15 Hi I Itop Koad P.-2-0,8 6532a rK Lane 10.013 8 -+ - -i - Park a me + -+ -++ ark Lane +i - a r. ane u+) -+ Edgemoiit Ave.11ue gemont Avenue + gemmil:Aventie 131 Page 323 of 577 21-05 7494 KimballvenLle 1.'J"' 21-07" Kimball venLle {' ' 2'-Or— 21-08-12 Kimball venLle 21,D8-OG KimballvenLle 77 2'8-38 7508 21-08-OT 11M KimballvenLle {' ' 21 21-jDU-IU I= KimballvenLle 1.'i�' 21-Da-Tr" 21-07-01 Kimball venU? 21-L�9-03 718� 2179-132 ft} aray u 21-j09-03 71 aG W. Parkane - Darlene Court G I e`coe Avenue - - EEEa Laine ➢, '. 02-136-04 3Barton AvenLie 4Saratoga nv�e 1 '. 04-7— b3 4 ataract Avenue Orchard tfeet t� Barton Avenue 2),4 4 04-N-02 6320 - Barton Avenue 52.b4 04-097= 04-jDS-02 Ga20 Barton Avenue �. o -1 0 EEEE%M�E 'VVi3lli3,Ge MaGe '.I,ve 04-10= 04-10-01 WO I I ace ace .).1 e 6233 M-02 Manor Street - Saratoga Drive a rest irc e - eona v an Salvador Dr. 1.7 01-OTT, } 03-06 eona v anSalvador r. W. tStreet 9th Street Cla-07 W.9th Street 03-OgTr" F)3-01J-02 "TTM' San Salvador Drive - Cla-10 W.9th Street { ' ' 7 -12 5935 Cla-11 W.9th Street .}'.!.1 y Ub-Zb G149 Saratoga Drive - EEEEaritoga Drive 05-26 Sarato-ga Drive 05-213 6161 05-27 Sarato-ga rive 1.J"' -18 - ll-:l FlaGe �.' 05-28-FA ll-:l FlaGe 05-28-0& , an+),r treet EEEE- - Saratoga Unve - Saratoga Drive 1.'J"' - Saratoga Unve '777" -18 05-7= 05-31 6172 Saratoga Unve {',' I geway Av.r Linder Dr. {' ' Randolph treet 56;B9 03-04-04 Randolph eet - ani mond Avenue - Hammond venue Hammond venue 5188 25-35 Ham mond Avenue 25-M 6794 25-35— Ham rnond Avenue yn a Road 23-N- .1111Gy Roa ,a�F 132 Page 324 of 577 - Prospect Boulevard a f -20- - -1Prospect Boulevard 1'1 ce SIOP Lane j'1 SherI an aa d MMT77M -21 Sheridan aaP- ol-21 - UnrlSe Boulevard tl 1- - Sunrise Boulevard 01-15- 01-15 Colby Hoad T1pIC Drive � 01-19-04 22bbb 01-iq SouthI I I Road - Excelsior Une 20.00 a 23-06 T2015 Colby Road -� y Road 23-0 2a-J6 Lynda Rd�Colby Rd 4 7- �7.1 linBasanUiiii- 01-10 "`-1 li J.1 Pheasant Une 36.00 a - 0 =. - Pheasant Une .11 YFIAIpIC FIVe "� i) KimballMM 21-01 7488 23-02 VenLle - Kimball venLle 22-02 22-02 Hill Rachael reet 0 i; - 22-03 an�rngton frvr 22- b easan -me LL- Haines AveI}Lle 22- oHaines Avenue � 2M i 1181 a Kimballvenue 30.00 ll'- roo rl a rive 1101-02 01-02-04 Cmstline Aventie 01-05jD1 C417 01_U� Canterbury COLIrt = R] 01-05 01-05,01 6-417 Canterbury Court Canterbury Court 58.12 8 01-05 01-05-0a Canterbury Couirt IT' Canterbury Couirt 01- 01-05 Poo PI e PI'°e 02-05 i}L Crestline Aventie Friendship Lane 18 a roo en ge Driye 05-42 64-46 05-41A roo erl e Dr!Southbirciok 05 06-42A if bil Souttibrook Dnve SoutfibrooE Drive 30.04 a -0.2 Sou-dhbrc}oKrive o 06-U-05 Southbrookrive SoutlibrooK Drive 05 05-4b b45Z Soutlhbrook Drive - - avenwwoo rlvr avenwwoocrlvr 03-1602 a - - I age Place -1 03-17 W.qthtrees 03-1B-01 64H W. .t treet i 03-182,-2 t Street -1 Oa-18 W.qthStreet 03-11-05 6004 FJ.•-I I-favenw4"oo rlVr 03-11- 03-11-")b� HavenwoCrcl Drive - 03-11-113 6-006 Havenwwoo rive 30.07 - lUu1b, H.WellywoodHIPC e 133 Page 325 of 577 03-11-11 61013 03-11-10 C,014 RaveriwoodCircle 40.46 031-11- -11 Raveriwoo Circle 01-07- 51-07-117 L I ower Pzqrive li 01-07 51-07-19 1 ower Par! rive � {'� 01-OT-21 jfbfj 01-07-20 4-403 Tower r`,' is 01-07 - +> L, I ower Par`,' I ower Par`,' - j f-bbb Ul-07-24 37 L>8 3 Tower Park Dr v} - Ul-07-24 1 ower Park. r v - -21) WIltin Street 12 - UI-Of-(W I lln Street 01-UT-29 4-423 Ul-07-211 21 F ISlie r'Urkr ISlie r rv. - IS lier Drive 17) I MEN" 01-07 1:111-07-IR Johnathan Street 1 ,1 01-07-19 221H Johnathan Street 12 - r01-07-19 t an Street 01-07 Ul-07-311 Johnathan Street Kimball wen Lie1.01 01-07 Ul-07-134 Kimball venue I MEN= Tower Park Drive 01-01-0 r Park Eirive 01-07 011-07-07owner Park rive Kimball venue 1.00 IMEMEM Kimball venue 22173 011-07-14 22172 Kimball venue - - 01-07-15Park Drive ower Park Drive ower Parrive 10.00 (rage Ridge 01-07 01-Of-4J Mirage Ridge ieasant Lane 01-11 - ~} Pheasant Lane 12 01-11-04 7321 01-11-Oa Ta22 W an Marnan Drive 1.00 8 San Marnan unve 01-15 01-15 77 Colby Road owner Park Drive owner Park Drive i ower Park Drive 1.00 i ower Park Drive i - t Street �.� - .gin Marnan Access Dr. - an arnan Access Dr. - an M arnan Access r. -;� Inn tree 134 Page 326 of 577 Appendix D Storm Intakes Connected to Sanitary System 135 Page 327 of 577 SEWER REPORT— STORM INTAKES CONNECTED TO SANITARY SYSTEM I. KINGBARD BOULEVARD (FLETCHER AVENUE TO COLUMBIA CIRCLE AND CLOUGH STREET TO WEST 4T" STREET) AND COLUMBIA CIRCLE KINGBARD BOULEVARD TO WEST 4T" STREET) A. Description of Existing Conditions 1.) Fletcher Avenue(Intersection with Kingbard Boulevard) • The approximate area drained by the intakes in Fletcher Avenue is 8.73 acres. • The Intersection of Fletcher Avenue and Kingbard Boulevard has two intakes connected to a sanitary manhole. • Closest downhill storm sewer is approximately 533 feet at Fletcher and Campbell. 2.) Kingbard Boulevard(Intersections with Columbia Circle and Clough Street) • The approximate area drained by the intakes in Kingbard Boulevard is 7.35 acres. The approximate area drained by the intake at Clough Street is 0.01 acre. • The west intersection of Columbia Circle and Kingbard Boulevard has three intakes connected to a sanitary manhole. There is a single intake connected to the sanitary sewer at the intersection of Clough Street and Kingbard Boulevard. • The closest downhill storm sewer for Kingbard / Columbia is at the intersection of Fletcher and Kingbard once the storm sewer on Fletcher is constructed. The closest downhill storm sewer for Kingbard/Clough is approximately 300 feet east at West 4th Street. 3.) Columbia Circle(Intersections with Hubbard Avenue and Elston Avenue) • The approximate area drained by the intakes in the intersection of Columbia Circle and Hubbard Avenue is 2.46 acres. The approximate area drained by the intakes in Elston Avenue is 4.02 acres. • The intersection of Columbia Circle and Hubbard Avenue has three intakes connected to a sanitary manhole. Mid-block of Elston Avenue has two intakes connected to a sanitary manhole. • The closest downhill storm sewer would be the intersection of Kingbard and Columbia once storm sewer is installed on Kingbard. B. Description and Priority of Proposed Storm Sewer Improvements 1.) Fletcher Avenue,From Campbell Avenue to West 4th Street • Storm intakes at the intersection of Fletcher Avenue and Kingbard Boulevard will no longer drain to the sanitary sewer system upon completion of the reconstruction of Fletcher Avenue, which is scheduled for 2017. Proposed storm sewer improvements on Fletcher Avenue generally consist of 601 LF of 27-inch diameter pipe, 100 LF of 24-inch diameter pipe and 889 LF of 12-inch diameter pipe between Campbell Avenue and West 4th Street, along with eight(8)new intakes. • Priority = NA: This project should be substantially complete prior to commencement of Master Plan activities. 2.) Kingbard Boulevard,From Fletcher Avenue to West 4th Street • Storm intakes at the intersection of Kingbard Boulevard and Columbia Circle and the intersection of Kingbard Boulevard and Clough Street will no longer drain to the sanitary sewer system upon completion of the reconstruction of Kingbard Boulevard, which is tentatively scheduled for 2018. Proposed storm sewer improvements on Kingbard Boulevard generally consist of 437 LF of 24- inch diameter pipe between Fletcher Avenue and Columbia Circle, along with four(4)new intakes, and 175 LF of 12-inch diameter pipe and two(2)new intakes between Clough Street and West 4th Street. • High Priority: Scheduled to be completed in 2018. 3.) Columbia Circle,Between Kingbard Boulevard and West 4th Street • Columbia Circle, between Kingbard Boulevard and West 4th Street, including the intersections with Hubbard Avenue and Elston Avenue, is not in the current 5-Year Street Reconstruction Program. 136 Page 328 of 577 The roadway was last reconstructed in 1997. The road should be due for reconstruction by 2027. Proposed storm sewer improvements on Columbia Circle generally consist of 760 LF of 18-inch diameter pipe and 400 LF of 12-inch diameter pipe, plus six(6)new intakes. • Low Priority: (2027-2029) C. Estimated Cost of Proposed Storm Sewer Improvements 1.) Fletcher Avenue,From Kingbard Boulevard to West 4th Street,including: • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Asphalt Pavement • Topsoil • Seeding/Sodding • 27-Inch RCP Storm Sewer(601 LF) • 24-Inch RCP Storm Sewer(100 LF) • 12-inch RCP Storm Sewer(889 LF) • Storm Sewer Manholes(6) • Storm Sewer Inlets(8) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $1,049,000*(in 2017 Dollars) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. 2.) Kingbard Boulevard,From Fletcher Avenue to West 4th Street • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Asphalt Pavement • Topsoil • Seeding/Sodding • 24-inch RCP Storm Sewer(437 LF) • 12-inch RCP Storm Sewer(175 LF) • Storm Sewer Manholes(3) • Storm Sewer Inlets(6) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $464,000*(in 2018 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • **3%Annual Inflation 3.) Columbia Circle,Between Kingbard Boulevard and West 4th Street • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Asphalt Pavement • Topsoil • Seeding/Sodding • 18-Inch RCP Storm Sewer(760 LF) 137 Page 329 of 577 • 12-Inch RCP Storm Sewer 400 LF p�3WiSOJV S T 4 �" 2.15Acras �� n ^ yy « d lY b et, • Storm Sewer Manholes(3) • Storm Sewer Inlets(6) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $1,051,000"(in 2018 Dollars**) • *Based on cost data from City of Waterloo, Iowa,2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • **3%Annual Inflation 138 Page 330 of 577 COLUMBIA CIRCLE NEIGHBORHOOD See image below for approximate drainage areas per intake. w r, A air AV r.Y' tl n D74 Acres x iu Acres "r„ g4ti "' b502Acres 48 Acres 0 111 ACYPS ^P,r zz Acres f .7fs � a V1' t rt i �.',' 2U0 106 6 260 Feet F ' r � s 139 Page 331 of 577 II. WELLINGTON STREET, FROM WEST 7T" STREET TO WEST 9T" STREET A. Description of Existing Conditions • The approximate area drained by the intakes in Wellington Street, between West 9th Street and West 7t Street, is 21.41 acres. • There are 4 intakes, each connected to the sanitary sewer at the intersections of West 8th Street and West 7th Street, along with four intakes and a large amount of uphill pipe at the West 9th Street intersection. • Storm sewer was installed at Wellington and West 9th Street in 1992 with the intention of eventually running it down Wellington to the Dry Run Arch. B. Description and Priority of Proposed Storm Sewer Improvements • Wellington Street, between West 6th Street and West 9th Street, is scheduled for reconstruction in 2017. Proposed storm sewer improvements on Wellington Street generally consist of 1,127 LF of 15-inch diameter pipe and 256 LF of 12-inch diameter pipe, plus ten(10)new intakes. • Install new storm sewer at time of reconstruction and run it to the gatewell at the Dry Run Arch. • This area will no longer drain to the sanitary sewer system upon completion of the reconstruction of Wellington Street in 2017. • Priority = NA: This project should be substantially complete prior to commencement of Master Plan activities. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Asphalt Pavement • Topsoil • Seeding/Sodding • 15-Inch RCP Storm Sewer(1,127 LF) • 12-Inch RCP Storm Sewer(256 LF) • Storm Sewer Manholes(5) • Storm Sewer Inlets(10) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $982,000*(in 2017 Dollars) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. 140 Page 332 of 577 WELLINGTON STREET, FROM WEST 7T" STREET TO WEST 9T"STREET See image below for approximate drainage area per intake: lie s ti a Acres �r ♦ ,a/ r a' ',.,. '(,<' #,ter'F ".'.• /b 0.88 Acres � ,�.r yT •� 0.95 AcresiL 71 1" r 2.11 Acres AS Acres 4a GRAN- 7 r 200 100 0 LEAVITT ST apIN MW LZ -v 141 Page 333 of 577 III. 1000 BLOCK OF EAST 4TH STREET A. Description of Existing Conditions • The approximate area drained by the two intakes in the 1000 Block of East 4th Street is 1.36 acres. • Two inlets are connected to a sanitary manhole. B. Description and Priority of Proposed Storm Sewer Improvements • Install storm main in this block to connect intakes to existing storm sewer system. Proposed storm sewer improvements on East 4th Street generally consist of 170 LF of 12-inch diameter pipe, plus two(2)new intakes. • This block is scheduled for reconstruction in 2017. • High Priority: Scheduled to be completed in 2017. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Asphalt Pavement • 12-Inch RCP Storm Sewer(170 LF) • Storm Sewer Manholes(2) • Storm Sewer Inlets(2) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $128,000*(in 2017 Dollars) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. 142 Page 334 of 577 1000 BLOCK OF EAST 4T" STREET See image below for approximate drainage area per intake. aw 1 � do401 ". e, 1 10 0 AMW do • ` R "" ;. 1 '. j• „a'w. 40 i r .. a m W+L 400 50 0 100 Fee[ 143 Page 335 of 577 IV. WOODSTOCK ROAD, BETWEEN WEST RIDGEWAY AND MIDLOTHIAN A. Description of Existing Conditions • The approximate area drained by the two intakes in Woodstock Road is 1.83 acres. • Two intakes connect to a sanitary manhole in mid-block of Woodstock Road. • Closest downhill storm sewer is approximately 345 feet north at Midlothian intersection. B. Description and Priority of Proposed Storm Sewer Improvements • All of Woodstock Road is tentatively scheduled for reconstruction in 2018. • At time of reconstruction, connect storm to existing storm in Midlothian. Proposed storm sewer improvements on Woodstock Road generally consist of 395 LF of 12-inch diameter pipe, plus two (2)new intakes. • High Priority: Tentatively scheduled to be completed in 2018. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Asphalt Pavement • Topsoil • Seeding/Sodding • 12-Inch RCP Storm Sewer(395 LF) • Storm Sewer Manholes(2) • Storm Sewer Inlets(2) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $343,000*(in 2018 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • **3%Annual Inflation 144 Page 336 of 577 WOODSTOCK ROAD, BETWEEN WEST RIDGEWAY AVENUE AND MIDLOTHIAN BOULEVARD See image below for approximate drainage area per intake. _ ,. 164 Al AV fop x v ti t •�6" j�.,,n,�.r— .x ��� _ 1 ��_1..._r � �� � fir. t LU W ,, k + �� •f *_ iii 4 W RIDGEWAYAVE If Ant- #.„ i§ r. _ - - 200 Feet GLENCOEAVt 145 Page 337 of 577 V. WEST MITCHELL AVENUE AT INTERSECTION WITH DERBYSHIRE ROAD A. Description of Existing Conditions • The approximate area drained by the intake at the intersection of West Mitchell Avenue and Derbyshire Road is 0.06 acre. • One intake connects to a sanitary manhole. • The closest downhill storm sewer is approximately 365 feet northwest on Derbyshire Road. The next closest storm sewer is uphill approximately 775 feet east at the intersection of West Mitchell and Kimball. B. Description of Proposed Storm Sewer Improvements • All of West Mitchell Avenue is tentatively scheduled for reconstruction in 2020. • At time of reconstruction, remove and reshape pavement to redirect storm water to flow down Derbyshire Road. • High Priority: Tentatively scheduled to be completed in 2020. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Reshape Asphalt Pavement to Drain to the North Along Derbyshire Road • Remove Existing Storm Intake and Shape Area to Drain and/or Install Rain Garden • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $68,000*(in 2020 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017,Street Reconstruction Program. • **3%Annual Inflation 146 Page 338 of 577 WEST MITCHELL AVENUE AT INTERSECTION WITH DERBYSHIRE ROAD See image below for approximate drainage area per intake. Alp 4 id .Y�V ,1 w 4 fi r ti y ti yN�r Pi � ♦ y i, VA.. F A r ' 147 Page 339 of 577 VI. COURTLAND STREET, BETWEEN ELM STREET AND RHEY STREET A. Description of Existing Conditions • The approximate area drained by the intakes at the intersections of Courtland Street and Mobile Street and Courtland Street and Vinton Street is 7.47 acres. • There are 3 intakes each (6 total)at the intersections with Mobile Street and with Vinton Street that are connected to the sanitary system. • The closest existing storm sewer is at the intersection with Elm Street, which is approximately 345 feet west of the Mobile intersection and approximately 810 feet west of the Vinton intersection. B. Description and Priority of Proposed Storm Sewer Improvements • Courtland Street, from Vinton Street to Lane Street, is tentatively scheduled for reconstruction in 2021. • At the time of reconstruction, connect intakes to storm sewer at Elm Street if grades and elevations allow, which would include cutting through the Vinton Street intersection. Proposed storm sewer improvements on Woodstock Road generally consist of 1,010 LF of 12-inch diameter pipe, plus eight(8)new intakes. • Medium Priority: Tentatively scheduled to be completed in 2021. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Asphalt Pavement • Topsoil • Seeding/Sodding • 12-inch RCP Storm Sewer(1,010 LF) • Storm Sewer Manholes(3) • Storm Sewer Inlets(8) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $905,000*(in 2021 Dollars**) • *Based on cost data from City of Waterloo, Iowa,2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • **3%Annual Inflation 148 Page 340 of 577 COURTLAND STREET, BETWEEN ELM STREET AND RHEY STREET See image below for approximate drainage area per intake. 1� Air t ydsll[ x "� *" 0 ,gyp � Af ail - '� X" s 1 COURTLAND 3 R ^� S 1� fn � m 14 +� FO81 WLER S 1T , � �� ° 1, ..,. �,• � ; x FR9NKLNV + 200 100 0 200 Feet P• P w� 149 Page 341 of 577 VII. DREXEL AVENUE AND REBER AVENUE INTERSECTION A. Description of Existing Conditions • The three intakes at the intersection of Drexel Avenue and Reber Avenue drain an approximate area of 0.21 acre. Reber Avenue is a seal coated street. • Three(3)intakes connect to the sanitary sewer manhole. • The area is pretty flat. The closest storm sewer is approximately 300 feet to the south at the Drexel /West 3rd intersection. The next closest is at Reber/ Fletcher, approximately 370 feet to the east. • All three intakes at the intersection of Drexel Avenue and Reber Avenue are in rough shape. • One is an area intake. Some parts of Reber Avenue near this intersection have curb and gutter but, for the most part, all of the existing curb and gutter and storm sewer intakes near the intersection will need to be replaced. B. Description and Priority of Proposed Storm Sewer Improvements • Either run a storm main down Reber to the existing storm sewer in Fletcher or obtain an easement from property owner to the north and run a pipe north to the ditch alongside US Highway 63 / Sergeant Road. (These scenarios depend on existing flowlines and surface elevations. Field survey would need to be performed.) Proposed storm sewer improvements on Reber Avenue generally consist of 450 LF of 12-inch diameter pipe, plus four(4)new intakes. • Medium Priority: (2021 -2023). C. Estimated Cost of Proposed Storm Sewer Improvements • New Curb and Gutter, Both Sides of Street • Remove and Replace Sidewalk • New Asphalt Pavement • Topsoil • Seeding/Sodding • 12-Inch RCP Storm Sewer(450 LF) • Storm Sewer Manholes(2) • Storm Sewer Inlets(4) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $499,000*(in 2022 Dollars**) • *Based on cost data from City of Waterloo, Iowa,2017 Street Reconstruction Program. • **3%Annual Inflation 150 Page 342 of 577 DREXEL AVENUE AT REBER AVENUE INTERSECTION See image below for approximate drainage area per intake: E f � Y. 0.07 Acre, 0.13 Acres 4; e4 y rRE � fr v r , M ^ J q . 60 30 0 60 Feet ..�:In, ;P T. �.. 151 Page 343 of 577 VIII. KOTHE AVENUE, BETWEEN BROADWAY STREET AND BREES STREET A. Description of Existing Conditions • The approximate area drained by the intake at the north end of Kothe Avenue is 2.35 acres. • One area intake is connected to sanitary at the north end of Kothe Avenue. • There is no nearby storm sewer. B. Description and Priority of Proposed Storm Sewer Improvements • Potentially run a storm main to daylight in the ditch to the northeast along Broadway, if existing grades and flowline elevations allow. • Potentially construct a rain garden infiltration pond. • Medium Priority: (2021 -2023). C. Estimated Cost of Proposed Storm Sewer Improvements • Rain Garden Infiltration Pond: $91,000*(in 2022 Dollars**) *Includes Engineering and Administration(20%)and Contingency(25%) **3%Annual Inflation 152 Page 344 of 577 KOTHE AVENUE, BETWEEN BROADWAY STREET AND BREES STREET See image below for approximate drainage area per intake. �. 4 e, Cl A RK S T 71, "qtr + .� ,. ■ �':, X 2.35 Acres ": \ BREES ST 41 4 EDISONS n Y ti I F Fee[ 153 Page 345 of 577 IX. WEST PARKER STREET AT INTERSECTIONS WITH DAVID STREET AND ACKERMANT STREET A. Description of Existing Conditions • The approximate area drained by the intakes in West Parker Street is 6.56 acres. • There are two intakes that tie into the sanitary system at the intersection with David Street, and there are two intakes on the south side of the intersection with Ackermant Street that tie into the sanitary system,for a total of four(4)intakes. • The closest storm sewer to the intakes on the south side of Ackermant Street is on the north side of the intersection. • The closest storm sewer to the intakes at the intersection of Parker Street and the railroad is east approximately 350 feet at Ackermant Street. B. Description and Priority of Proposed Storm Sewer Improvements • Tie intakes on the south side of the intersection of West Parker Street and Ackermant Street into the existing storm intakes on the north side of intersection. • For the intakes at the intersection of David Street and the railroad, either run storm sewer to Ackermant if grades allow,or run west approximately 175 feet and daylight in railroad right-of-way. • Medium Priority: (2021 —2023). Based primarily on size of drainage area. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Asphalt Pavement • Topsoil • Seeding/Sodding • 12-Inch RCP Storm Sewer(350 LF) • Storm Sewer Manholes(2) • Storm Sewer Inlets(2) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $356,000*(in 2022 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • **3%Annual Inflation 154 Page 346 of 577 WEST PARKER STREET AT INTERSECTIONS WITH DAVID STREET AND ACKERMANT STREET See image below for approximate drainage area per intake. YO PdEWTOR'ST y�<i •t. ' �AV rtly KERN ST I At c� oawsoasT I-AWSON, _- 150 75 0 150 Feel 4 . f 44 155 Page 347 of 577 X. MARLIN COURT, BETWEEN DAWSON STREET AND RIEHL STREET A. Description of Existing Conditions • Sanitary manhole has a grated lid and apparently acts as an area intake. • The approximate area drained by the sanitary manhole with a grated lid is 2.15 acres. B. Description and Priority of Proposed Storm Sewer Improvements • Install storm sewer intake and connect intake to storm sewer system on either Oakland Avenue or Leonard Avenue if grades allow and easements can be obtained. • Medium Priority: (2021 —2023). Based primarily on size of drainage area. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Concrete Pavement • Remove and Replace Asphalt Pavement • Topsoil • Seeding/Sodding • 18-Inch RCP Storm Sewer(400 LF) • Storm Sewer Manholes(3) • Storm Sewer Inlets(2) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $376,000*(in 2022 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • **3%Annual Inflation 156 Page 348 of 577 MARLIN COURT, BETWEEN DAWSON STREET AND RIEHL STREET See image below for approximate drainage area per intake. r?-r DA A'S 0r;,S" a Flh APdy Atj 4 ^ r ti. V 2.75 Acres„„,_ k C ' f O ,° E Z 0 RIEHL ST RIEHL ST m *Y h e LINDALEAVE • ° t 100 _o / �, �.• fir`' 157 Page 349 of 577 XI. DEARBORN AVENUE AT INTERSECTION WITH INDIANA STREET NOTE: THE FOLLOWING SIX(6)LOCATIONS WHERE STORM SEWER INTAKES ARE CONNECTED TO THE SANITARY SEWER SYSTEM ARE ALL IN THE SAME GENERAL GEOGRAPHIC AREA. 1) DEARBORN AVENUE AT INDIANA AVENUE 2) STATE STREET, FROM ARCHER AVENUE TO BUTLER AVENUE 3) BLOWERS AVENUE AT WYOMING STREET 4) BLOWERS AVENUE AT CALIFORNIA STREET 5) 300 BLOCK OF INDIANA STREET 6) 300 BLOCK OF BUTLER AVENUE IT IS RECOMMENDED THAT A DRAINAGE STUDY OF THE OVERALL AREA (SOUTH SIDE OF FRANKLIN STREET/DUBUQUE ROAD, BETWEEN EAST 11TH STREET AND OSAGE AVENUE) BE CONDUCTED TO DETERMINE A COST-EFFECTIVE REGIONAL APPROACH TO STORM WATER DRAINAGE IN THAT AREA. A. Description of Existing Conditions • The approximate area drained by the intakes in Dearborn Avenue is 4.05 acres (4.0 acres along Indiana Street and 0.05 acre 1'/2 blocks west of the intersection of Dearborn Avenue and Indiana Street). • There are two intakes connected to the sanitary in front of 135 Dearborn Avenue and four intakes connected to the sanitary at the intersection with Indiana Street. Dearborn Avenue is currently a seal coated street. • The closest storm sewer to 135 Dearborn is approximately 335 feet west at the intersection with Nevada Street,or approximately the same distance east at the intersection with Colorado Street. • The closest storm sewer to the intakes at Indiana Street is approximately 350 feet west at the intersection with Colorado Street. B. Description and Priority of Proposed Storm Sewer Improvements • Run storm from 135 Dearborn Avenue west to Nevada Street or east to Colorado Street; and run storm sewer from Indiana Street to Colorado Street, if existing elevations and grades allow. • Low Priority: (2024—2026). Based primarily on size of drainage area. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Seal Coat Pavement • Topsoil • Seeding/Sodding • 12" RCP Storm Sewer(885 LF) • Storm Sewer Manholes(3) • Storm Sewer Inlets(6) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $505,000*(in 2025 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • **3%Annual Inflation 158 Page 350 of 577 DEARBORN AVENUE AT INTERSECTION WITH INDIANA STREET See image below for approximate drainage area per intake. do "00 'to �J AV ANC% 4 r- I 40- WFA PI 5�0 75 0 159 Page 351 of 577 ill. STATE STREET, BETWEEN ARCHER AVENUE AND BUTLER AVENUE NOTE: THE FOLLOWING SIX(6)LOCATIONS WHERE STORM SEWER INTAKES ARE CONNECTED TO THE SANITARY SEWER SYSTEM ARE ALL IN THE SAME GENERAL GEOGRAPHIC AREA. 1) DEARBORN AVENUE AT INDIANA AVENUE 2) STATE STREET, FROM ARCHER AVENUE TO BUTLER AVENUE 3) BLOWERS AVENUE AT WYOMING STREET 4) BLOWERS AVENUE AT CALIFORNIA STREET 5) 300 BLOCK OF INDIANA STREET 6) 300 BLOCK OF BUTLER AVENUE IT IS RECOMMENDED THAT A DRAINAGE STUDY OF THE OVERALL AREA (SOUTH SIDE OF FRANKLIN STREET/DUBUQUE ROAD, BETWEEN EAST 11TH STREET AND OSAGE AVENUE) BE CONDUCTED TO DETERMINE A COST-EFFECTIVE REGIONAL APPROACH TO STORM WATER DRAINAGE IN THAT AREA. A. Description of Existing Conditions • The approximate drainage area for the intakes in State Street is 1.03 acres. • Two (2) intakes each (4 total), at intersections of State Street with Butler Avenue and Cottage Grove Avenue, are connected to sanitary system. B. Description and Priority of Proposed Storm Sewer Improvements • Run storm sewer to the east one block at each intersection, or run storm sewer two(2)blocks from Butler Avenue to Lafayette Street, or remove and reshape pavement to redirect storm water to flow down side streets. • Low Priority: (2024—2026). Based primarily on relatively small size of drainage area. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Seal Coat Pavement • Topsoil • Seeding/Sodding • 12-Inch RCP Storm Sewer(620 LF) • Storm Sewer Manholes(4) • Storm Sewer Inlets(4) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $701,000*(in 2025 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • **3%Annual Inflation 160 Page 352 of 577 STATE STREET, BETWEEN ARCHER AVENUE AND BUTLER AVENUE See image below for approximate drainage area per intake. Ilki rt d POW —�—t OMERAVE 0.01 1 01 s k . r4 yv , .r es ter. COTTAGE GROVE A VE, 7-ML INNEIr—, 161 Page 353 of 577 XIII. BLOWERS AVENUE AT INTERSECTION WITH WYOMING STREET NOTE: THE FOLLOWING SIX(6)LOCATIONS WHERE STORM SEWER INTAKES ARE CONNECTED TO THE SANITARY SEWER SYSTEM ARE ALL IN THE SAME GENERAL GEOGRAPHIC AREA. 1) DEARBORN AVENUE AT INDIANA AVENUE 2) STATE STREET, FROM ARCHER AVENUE TO BUTLER AVENUE 3) BLOWERS AVENUE AT WYOMING STREET 4) BLOWERS AVENUE AT CALIFORNIA STREET 5) 300 BLOCK OF INDIANA STREET 6) 300 BLOCK OF BUTLER AVENUE IT IS RECOMMENDED THAT A DRAINAGE STUDY OF THE OVERALL AREA (SOUTH SIDE OF FRANKLIN STREET/DUBUQUE ROAD, BETWEEN EAST 11TH STREET AND OSAGE AVENUE) BE CONDUCTED TO DETERMINE A COST-EFFECTIVE REGIONAL APPROACH TO STORM WATER DRAINAGE IN THAT AREA. A. Description of Existing Conditions • The approximate area drained by the intakes at the intersection of Blowers Avenue and Wyoming Street is 1.35 acres. Blowers Avenue is a seal coated roadway. Wyoming Street is a concrete roadway. • There are two(2)intakes connected to the sanitary sewer system. • The closest storm sewer is located in Lafayette Street. B. Description and Priority of Proposed Storm Sewer Improvements • Run a storm main 150 feet east of Wyoming Street, then 300 feet south to existing storm sewer in Lafayette Street if existing grades and elevations allow. • Low Priority: (2024—2026). Based primarily on relatively small size of drainage area. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Seal Coat Pavement • Remove and Replace Concrete Pavement • Topsoil • Seeding/Sodding • 12-Inch RCP Storm Sewer(450 LF) • Storm Sewer Manholes(2) • Storm Sewer Inlets(4) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $333,000*(in 2025 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. **3%Annual Inflation 162 Page 354 of 577 BLOWERS AVENUE AT INTERSECTION WITH WYOMING STREET See image below for approximate drainage area per intake. —41 ell o g 17 SHULTZ ST r ,. � „uwm ..;:muw5 ,m .a:.r�xX.�. �N:w��• M,m��,� �w �%' �. YY�'� v 4 eiF tn.xz - .4 a' 0.86 Acres d 0.49 Acre3 lip s re ; e s t., r 7-11 r IDD so o mo Feet ` w� m4 163 Page 355 of 577 XIV. BLOWERS AVENUE AT INTERSECTION WITH CALIFORNIA STREET NOTE: THE FOLLOWING SIX(6)LOCATIONS WHERE STORM SEWER INTAKES ARE CONNECTED TO THE SANITARY SEWER SYSTEM ARE ALL IN THE SAME GENERAL GEOGRAPHIC AREA. 1) DEARBORN AVENUE AT INDIANA AVENUE 2) STATE STREET, FROM ARCHER AVENUE TO BUTLER AVENUE 3) BLOWERS AVENUE AT WYOMING STREET 4) BLOWERS AVENUE AT CALIFORNIA STREET 5) 300 BLOCK OF INDIANA STREET 6) 300 BLOCK OF BUTLER AVENUE IT IS RECOMMENDED THAT A DRAINAGE STUDY OF THE OVERALL AREA (SOUTH SIDE OF FRANKLIN STREET/DUBUQUE ROAD, BETWEEN EAST 11TH STREET AND OSAGE AVENUE) BE CONDUCTED TO DETERMINE A COST-EFFECTIVE REGIONAL APPROACH TO STORM WATER DRAINAGE IN THAT AREA. D. Description of Existing Conditions • The approximate area drained by the intakes at the intersection of Blowers Avenue and California Street is 0.96 acre. Blowers Avenue and California Street are seal coated roadways. • There are four(4)intakes connected to the sanitary sewer system. • The closest storm sewer is located approximately 335 feet southwest in Lafayette Street. E. Description and Priority of Proposed Storm Sewer Improvements • Run a storm main down to existing storm sewer in Lafayette Street if existing grades and elevations allow. • Low Priority: (2024—2026). Based primarily on relatively small size of drainage area. F. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Seal Coat Pavement • Topsoil • Seeding/Sodding • 12-Inch RCP Storm Sewer(385 LF) • Storm Sewer Manholes(2) • Storm Sewer Inlets(4)\ • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $168,000*(in 2025 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • *3%Annual Inflation 164 Page 356 of 577 BLOWERS AVENUE AT INTERSECTION WITH CALIFORNIA STREET See image below for approximate drainage area per intake. fl .. k Lop OL e� u a r , 9�F 0.29 Acrca 0.05 „`� 1 Acres ax's 0.02 `�. rwaftAcres ' Acres fr QST t �p� AAN R'Qrj+t: �s 100 s0 0 100 Feet 0 165 Page 357 of 577 XV. 300 BLOCK OF INDIANA STREE i NOTE: THE FOLLOWING SIX(6)LOCATIONS WHERE STORM SEWER INTAKES ARE CONNECTED TO THE SANITARY SEWER SYSTEM ARE ALL IN THE SAME GENERAL GEOGRAPHIC AREA. 1) DEARBORN AVENUE AT INDIANA AVENUE 2) STATE STREET, FROM ARCHER AVENUE TO BUTLER AVENUE 3) BLOWERS AVENUE AT WYOMING STREET 4) BLOWERS AVENUE AT CALIFORNIA STREET 5) 300 BLOCK OF INDIANA STREET 6) 300 BLOCK OF BUTLER AVENUE IT IS RECOMMENDED THAT A DRAINAGE STUDY OF THE OVERALL AREA (SOUTH SIDE OF FRANKLIN STREET/DUBUQUE ROAD, BETWEEN EAST 11TH STREET AND OSAGE AVENUE) BE CONDUCTED TO DETERMINE A COST-EFFECTIVE REGIONAL APPROACH TO STORM WATER DRAINAGE IN THAT AREA. A. Description of Existing Conditions • The approximate area drained by the two intakes in the 300 Block of Indiana Street is 0.27 acre. Indiana Street is currently a seal coated street. • There are two intakes that connect to the sanitary in front of 353 Indiana Street. • The closest storm sewer is approximately 400 feet north in Lafayette Street. B. Description and Priority of Proposed Storm Sewer Improvements • Run a storm main up to the existing storm sewer in Lafayette Street if existing grades and elevations allow. • Low Priority: (2024—2026). Based primarily on very small size of drainage area. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Seal Coat Pavement • Topsoil • Seeding/Sodding • 12-Inch RCP Storm Sewer(450 LF) • Storm Sewer Manholes(2) • Storm Sewer Inlets(2) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $190,000*(in 2025 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • **3%Annual Inflation 166 Page 358 of 577 INDIANA STREET See image below for approximate drainage area per intake. r ° w yt 1" f IW 0.14 Acres � 0 13 Acre>, .--MW }� I FI* + \ .............. Wt N 9 60 30 0 60 FeetTr5 IL 167 Page 359 of 577 XVI. 300 BLOCK OF BUTLER AVENUE NOTE: THE FOLLOWING SIX(6)LOCATIONS WHERE STORM SEWER INTAKES ARE CONNECTED TO THE SANITARY SEWER SYSTEM ARE ALL IN THE SAME GENERAL GEOGRAPHIC AREA. 1) DEARBORN AVENUE AT INDIANA AVENUE 2) STATE STREET, FROM ARCHER AVENUE TO BUTLER AVENUE 3) BLOWERS AVENUE AT WYOMING STREET 4) BLOWERS AVENUE AT CALIFORNIA STREET 5) 300 BLOCK OF INDIANA STREET 6) 300 BLOCK OF BUTLER AVENUE IT IS RECOMMENDED THAT A DRAINAGE STUDY OF THE OVERALL AREA (SOUTH SIDE OF FRANKLIN STREET/DUBUQUE ROAD, BETWEEN EAST 11TH STREET AND OSAGE AVENUE) BE CONDUCTED TO DETERMINE A COST-EFFECTIVE REGIONAL APPROACH TO STORM WATER DRAINAGE IN THAT AREA. A. Description of Existing Conditions • The approximate area drained by the intake in front of 324 Butler Avenue is 0.39 acre. Butler Avenue is currently a seal coated street. • Intake in front of 324 Butler Avenue is connected to sanitary system. B. Description and Priority of Proposed Storm Sewer Improvements • Run storm sewer east from Nevada Street, or remove and reshape pavement to direct storm water to flow west to Nevada Street. • Low Priority: (2024—2026). Based primarily on very small size of drainage area. C. Estimated Cost of Proposed Storm Sewer Improvements • Remove and Replace Curb and Gutter • Remove and Replace Sidewalk • Remove and Replace Seal Coat Pavement • Topsoil • Seeding/Sodding • 12-Inch RCP Storm Sewer(350 LF) • Storm Sewer Manholes(1) • Storm Sewer Inlets(2) • Engineering and Administration(20%) • Contingency(25%) • TOTAL ESTIMATED PROJECT COST: $274,000*(in 2025 Dollars**) • *Based on cost data from City of Waterloo, Iowa, 2017 Street Reconstruction Program. Only the resurfacing above the storm sewer pipe has been included in the above cost estimate. • **3%Annual Inflation 168 Page 360 of 577 BUTLER AVENUE See image below for approximate drainage area per intake. x ! a € A Fh y t ry a BUTLER AVE 0 39 Acres „t, x � `•ate �,�, ..cr, � � . �p E ' 60 30 0 60F, a m 169 Page 361 of 577 XVII. CORNWALL AVENUE AT INTERSECTION WITH SIOUX STREET A. Description of Existing Conditions • The approximate area drained by the intake at the intersection of Cornwall Avenue and Sioux Street is 0.03 acre. • One intake connects to a sanitary manhole. • The closest downhill storm sewer is approximately 635 feet to the east, in front of 500 Cornwall Avenue. • Sioux Street was reconstructed in 2002. B. Description and Priority of Proposed Storm Sewer Improvements • Run a storm pipe down parking to existing in front of 500 Cornwall Avenue, or remove and reshape pavement to redirect storm water to flow down Cornwall Avenue. • Very Low Priority: (2027—2029). Based primarily on very small size of drainage area. C. Estimated Cost of Proposed Storm Sewer Improvements • Rain Garden Infiltration Pond: $108,000*(in 2028 Dollars**) *Includes Engineering and Administration(20%)and Contingency(25%) **3%Annual Inflation 170 Page 362 of 577 CORNWALL AVENUE AT INTERSECTION WITH SIOUX STREET See image below for approximate drainage area per intake f yyy1 ., Y w 11)7" Af r y. . jt w aF c_ • S 171 Page 363 of 577 Appendix E AECOM Final Report Sanitary Sewer Smoke Testing 172 Page 364 of 577 AXOM Final Report Sanitary SeweF .Smoke Testing autha st of Highway 20 and Highway 6 E•3311:r . ten l& .'e 3iA`e}c� Ion _-703 173 Page 365 of 577 L! =ti !Smrtmp rrmgrsr!,nm&m -mmtr.; Y C�r�5k"rii i•�c Fswwf 1.o Iraroducion.......... --- --- 1.2 — — — -1-� 13 pmect Arm--------------------------------------....1-1 iARMp3t-----------------------------------------.... 2-0 PPQj9d EXOMAINI-- — — — — -----2-1 3-C FOICRW NO — — — — — -�1 3.11 Fhrr....-.....................--------- -------------------...'ri 3.1..1 Faweff%wt ---------------------. .m- - --• 1-4 3.1-2 3-4 3.1.,3 _-4 3.1.4 YWdlft"hel Dram ...---------------------------._.. ?-� 3.1.S. :Strn inlet.. ........ ....... -_--------------------- 3- 3.1.6 •=cricrete Shuctie-:;)--stdid Back Yard _-4 3.1.7 =ed G^ar--.U5w cum _..----------------------------._-4 3.1.S -at--mv ear ..------------------ ----------... • 3.1.9 Ao:l tori ='t �-----------------------------...'�--_• 1.2 FLcmrrrer�:Ly 3rws.... ...---------------- -------------...3 3.77 =atierr ---------------------------._.3 3._2 3nha1eCt6hvkEyfFhmTw-------------------------._. _ _ . -r-urpd BIB 3-2A -.-: - ' t Drain-----------------------------...' 3_2-S .1 - --------------------------- --...' 32.7 =e . _-_ -. r ._^ate._. --------------------------...3 ,3.:: e Ajcd tori =r --------------------------...3-S �,�� *_��s•�i a�:4.wa�."�-��•� v� ,. ���•y�w..i�� � , ., .. 174 Page 366 of 577 List of Ta boles -{tom 1 -P7rtta31C_� 111r'ICti', �_° List of App en di oes Appe nd r B —e^�F an JoU App+e:ndr C L3—p -J =e-a Fo -n1 ,i „dr C E4 r c*.e redrg F am-.EM%,e 175 Page 367 of 577 -Ccc0irl Sarbr} Som sazr; {,IV al'A%hrmn {A7 1 .0 Introduction 1.1 Background Az p art:i the CA by cf tiX'.Yzrco 20 15 Sm Hw�r S ewe rAr a I•�s an a F lo+v V cin-or W Pr-*;m-, nk o-n-3 rr an-xA e-. vA!fe dem e d th 3t agxw 1m be surth a ry t g ur der ae%cry 1=r The Gn rleslred bc ter_ r e,;aluarx moditor-s " may De con"ucria ercens Irr o,,% ana irrr, aba.n :Vh m t,e sr 13ry s •r ry!tL n and enI s%-d to conourt rwcMe 1!:�;the at the ulp rr end or ei�i ce .ire a 'a. —& 9c 2h c' r.1 prd ect Is is lien re V I so sc e 1 rd:i the •s a n ita re se wer ar�d uric rn me s m t ga t_ th cry ou rck--. tc reduce the occur fw-e & =-lc Fx-a n g ri th'e p°terra VI Duty re m Lt't M tion X- LZi-X-C-:- ;c carr-a •3t---c Wda-,ec1®n of H Itwwac� 23 acrd H Ig wa y a 3 r I lWot rber 231 E. Ate--�Mei :.c rrd uc ted 1rr of e b lmfl I n the are a h'tuta*y -o -S-3 C.S. Thi•s re pa4 !t w s trC IYucirKu 3?---L' 1—c143 tosCria pro-rt %%V,Iia ho reduc= V 1-2 pujTpcae 7h7e pu rpn sc :x� the• ML a y i4m -o dEnM sp edrk w,,trtts of tetrad on an.:L%x r'o r a po►tior Ce the CAhj a Wi awr000 Sari' er 5erorc e Area 18. 'r4'Rfr an I•rr a rtr-j ar t'I so im e 1 m6li aib 1 tatlm acbon 1 car trt ara tezea and 17:!fxge; d em F�1n rr`d uc e cllnx %%-Mer erre-y M D the• sar-darar se%ws s ysi E- 1.3 PFOJBCt A[G a The specHk Itm effftles dr kilo sr-ala-tesUK are • NbM-Hhu rr+a[r M ■ h-'Atd S h mi s Riad ■ Eaal- 3 r'_—fr. Eaci ce H Or Read Tl-e or Z er- area n. :- : - d-pe• nW r Append of A- The prp#--d area re td ed app m se m ai r y ,F ___ `3 r_.. : .-- . =I-in rh saril ary s e�Rer. 1.4 Rep : - 7M newt de's;-rte: t 3-^u r-�i-e:rl z!-: :,Ldlne-. -:"& a:dttilkel undertaken, pr�-.err-: -e _w- _r.e teSt " r a ^Y 3 5 r e. . - ._. .-: '7r r i tt on Yr deft or po rdla I c k5x wa ter errry po rilm nl:s-E t-an bw xrr.°_r :. - . dlll:ZWn— Mb 1'6�0 d�AA%bdmni wr,uw.•mmlh-%L.K•=,mmm&•-- , ., •• 176 Page 368 of 577 11{{:v &mrb r} Samar S r dv I m m @i y CF*al'A%bi IMAM 2.0 Project Exec ut lon C-Mc13 roct11c t-0q +ems the 's11:4a tirArg primemFe wKJ area -Vf--.-bC-J Aefe g,.a'n tj A .,m_-M t, vara m rrl er-". 5d D r:e-- rw u l^q a We W 3x4-0o =rr L'*a at-rnerrl. Ve aaeroo Io c e CeDarr�e rft C lw 3whe•r any the•fir of e _LA)i k dr cAa Dtpadment AE r�O#V gable spec fc n x7ris mmi cC the ym oke Ue sWg area rm the rnrrn Yr nd'Y'd u3 ncxx:e 1 a ;:M°ui end I ci a ff 5d 5d a rre I, ore to two mi ng dolts prW to itr rn o" *Gt ng .h h3 r>dc LA vm s de 1v er'ed x-T a',oq 1 Jow at ealidr re s4 ertlal p2m e4 ::�x mr�name-s or des, r qdm'r"v m s nude x. -a nd-J m Keer the hando rM nct-rciii7 3n is a riii M e p arid'on-�to. lac al PC4 IC e 3 nd F re Ceoaroeq I 1 vwre n o ffle,d or met Ilk wcn areal; +air a J 3 Cr t ail r. h :a m De cf th e n Dcl�c mor hairK xd refr=y on th b proal-d cm be found I n .Amp'en a x R. The srrK*e-&sUng%vw axmkiick-d bebmimi1 Ikvem!)' '"• . 2:-: e'er {r ': 'M"S SgOIDt 7esaw w.a1 peri,--ed b y ixc" a ncr r-t ±ire r,wan s bn n4 tc _ c_ 'airy e4Lmr_- c r—_lem. A portage a t°'czr u;rninlmum rapady cC 1,BZ]] c : _.. . . -.-. a= -t;eC2: a des 3" nowt D es x1l ac h ei c_ mrap a me the DrA ect area. =': _ :: . " : t _:': t y S :.!-or Ugin zi -mpr:f %&-as Leml. A--ere wW Car-eL -. .::r _... . ._.._-. ac: ' :raI sr°m kt c ru ler &ue -e&d W lramasm-_-e "Lre Lir ii:s t -. . ..._. . -.. .-. _ :'-L6 The : OAC e: Is t-erl Fcrckm cr.t or r podd rbX or o_�'b'r 5rtm s b Q rre r-9 _ __ _ _ ha°s undero kern m I den try r rk:i 'scurc e s or dere= 1-pi•a: r=1 c- :2: -_ .._ _ -_ .: : dew cl.Al. dtrr�.-+e?rl LTactj, yarJ or zve•a um ins +cars --t _ : _ _._ �-;eau1 oeic:t;. C mVC the tem, I rmDec tsr s. Dtocr,ry Ve L. m a lbr s •,_ :r : 'ck it 'h- _' %cluu I r,«dl cI a Dooffita der= or s+++rms af Mc%w. OJe•c1 vA-m_ake•r cf ea::- _. ._ -.d G`=&--m:= _ c cf nTowe. For "ldr sat-u , an AEC-ZM Viand rJ S.-�c lie•7n stn g _ r•2: r _iiii ca.t-der iii; r r4 d Dvtriiiiiii�atkn s riampl eted id d tar's acre nc udeu in .i.pa sin tr •1 % dnct, :-c -; }yrrrt a e ct rrflnw are kwcabed uni a fah d-r'e n ApDenuU D S-mac T tang *a1 rKK pe-rx neu Dr the srItarp rew er °sDLim Yf•shaLdz Fad, -m -Pa ea ement m J'Y- er me trrl ead Z fca r: 'iii -was ec n tl,, _VtM r L4,0 JaGe, a•n nor I D -c#erakt rade a rtior arr curt:e n,7AT,&a1 maw rip t-rxM V an h.ak-- °I E-7. n orth or:E a u I1 R cad. 177 Page 369 of 577 3.0 Findings and Recommendations 3.1 Find n9a A"I X ,S= Fit!ntaI :.�,ur:es ce rrro:vp &!re :G:ened aurrg the rem tMe tesyW A Odra retort Y es-, pt t:rr.a s3LF-.e• %;as creai--J n thm is d %Atti a the °:rn3ie Ie:Ang &a1 bei pelbm%r -J T-&s-okn° ur_es are oomn zmJ m,%:. oAs Flamm^xrt Oras aYt Fcr f- xc Mme` Man-ra Ch rrrfc).Fra-.e ai Ttiri ',1{+1 him I o es Cr--kmo E-okc-atEghl "S'; Uocatons W in oau+W a D-a r a t on e : Fire rrd e-x_ Stix-- in W a t Orae :''+L oc:ai,:!r i CofK rete tnx u n_ at :>q n "'I' R e UdeTce Fle�o amrs.Avieannrft at'Dq= ''I: Reskknoc E ft for Lateral '-k!!an Jt-E'a M en va o -atic 1 the o-xzntM sees Y rrpym aril Tvc DEaHorz MM were ldertlf-d dwIng the Gest'r *ctst us 9 on ce a adz Ir'o 4 !4:u� 1 o er_crtrtd cq-#e 11a aik-C pages. 7 A.&L E 1 P+GTENrLAL SOL440 FA GF FI FL GW DG INA ILoc ati on Oomm,en b& Wm ID P�aremem MH 9-1 D-.?S, VH 9-'13-056 Thn,��C7r+:e -0a OdGI. �' CIrm L%Uft EAL-01 Pavement MH 9-110-011, MH 8-10-M, al"2, GracLSU Dk"ft NH 9-110-39 Awkut n C H%4!• EAL-U. DJ"3 Pa'qenmert RM 9-10-03 Daka DiCHM GracKTLU Dlrft s"rL'rt yolytz W9-10-35 r asFvad FIM-GI C P'3-t-•errt FSH 9-10-31D Pmb-d ge Lmv- FUS-U2 P3.t..ret µ,NH 8-10-31, MH 9-10-310 FWNn Cisme RL -13 3.Gra�c u . v oVf3 Fi_-73 P'3 t e:•rk MH 9- 0-26. MH a-10-27, DJG-M. c4mc,: . : -': M-1 X10-29 Audubon[glee P LE-0L, FtJ3-05 P a%T-, - W Ek-1111-3E Ceras Road CUG-07 P 3 c iH a-10-191 Falcon Rhe -0,8 Graz K -%i o its 178 Page 370 of 577 CRO at'wYrwo b� DMINA LDGMbw C4NTfnacft %W6a ISI Pawemmat M H;B-1&1 eJ Paior-la a'Fwe -09 FLry pzve m ent MH B-1 e-1 Si, MH&-m-im MA, �' CracL-.Aorrts M H�10- �1Fdiill R oe � ' Ed4L-03 4w UH1 1 a, Y-1 17�i o-i 11 arm CsMJ°e F A -O Pa%,eme,Tt W&-U. UH It-14-1 'Afllarm Drive EAL-13, c4mc MV A o rir Ed4L-12 P a%t- e-k WH E-'E-'® WkV hawm Od pe PLS-09 C4,ack--UDirt P3,.X nert MH 9-15 . C"e'Lar-e EAL-1z P3.X nit ENL-I5, k�'J olrts MH Fal H 9-9, MH B-� Rarch! v R.c,3 y ENL-16, =4L-1? Pa4e•n_�r FAH 9-11, F.�1-I 9-1-1, Cham �aT= PLS-"_, Cock--Aorts =LS-' . P3,.x n_'r. PLS-°1 F, C4,ack--AtorL MH 3--- UH 9-3, MH 9-4 r''�hI m Ditr'n- pt-S- =LS-'} P3,.x nnrr MH 9-P, VH 9-e Cham G°toe 1' C4,ack--Aoits =-AIL__ P3,.x n-'r. V]-. 9-111-3 PTrr,[aft Grba EUC-14 C4,ac Mr A o its P 3,.x n n rr 1411-1,EF11}1 H&--Raad 8t Grabap lc Lame EUCA D C4,ac Mr A o its Paweffmit w 9-112 Fod�oda Cie EAL-211 crmckmuom plaveffmit Frachs�lalrYs A.IFi 9-111 �Dmtr� =L r Paweffmnt LIH 7-32-3 HIghwa'y 63 &fie Read EAL=a Frac knu olrts DdvEAmy 'elm l kk or Ha'T Rne L ac ka-u olrt; 1MIH11}15+k South or.ad It*n I n%m EhL-0z m Lim ho le W 9`t3 TwM Pines Owbme Emerv! 1, EAL-19 Gh F,rt ylra nTc FUMsed k+lant)Gli , M.mhok W 7-50-6 W�d#3hadis Roed Eamrrre'k, PL&-16, Gh V,rt ylra nTc Rated k+lant)Gli , per_12 1LAMho lc ii-1'� -1 31, Y7'-3M-1 h 19- a mem 63 Eer re meEAL-27, �hMwr�e7M1'3anTt Rinsed FaMart Aes F1Z-21 179 Page 371 of 577 4.1r•- :.m�Sinks,TaWrtp _:.ozrldn Dommenb& %rdaD ISI 2,-: _ "- __? F{-Aar == =arsenxJ-� rt Fi , =:3 Le_ I'."nMcft5 PLE-22 Easem erK Fia•L-J Mw hd e = Su uffi S I de of 4X'-_-AE4au 1 S. EAL-:L y at Fomora Dir W 7-43, UH 7- E HIg'way 53 E eMNt DJG-115, :- - - _`r,• Raised F UWxAes PLSr-19 _ VF _ _y Hbd•may S3 EasemEnt S Ah of PLEY-17 west Shams.F32d Frit Yard-5..ok e =raen _ 4581 44Est Fduth E#ba GrD �y Over P 3:=Lateral Eh1-09 . .- 1 1}Ro,ed Rcr, c. t:_ - PLEY-19 - r -UH 7-49 .you _ _ EAL-J :! rr -,Y.kcwid Yon rO-a I rz and:9 make m 8-10_143 E HafRcQbd S nlok e From m T uri PLS-09 ArD-rc and S make VH EF3 Kit Dqi%m Exte d -S m,:g a PLSr-:!E Fig -JrArcurKJ ha,e •L rcand S make VH 7-SU-3 West Sh au s Road E w em er t- FLS-25, EmD1!e,MOM U def E Feud 10 040-113 -110- _Lrt-Srrobe Fnm grand 1iYo W 8-110-3{] Gkkw�ak id•1k -05 :.: 4381 W eat F+arath E&qmt tw.do w.°%ve cl-a m =LS-13 ='-31n FioM Side Y-kXr_- Stf*n 1-id 4551 UYest Firth EAreml Erik Ski,cr R r 4L-3, UWk Smau;n EAL-11 Em Dke Fes- U nd era r r d 5341 Ekkwd art O r 1 a %c ire -115 Ruro?Ho+ 51 DD a d art 4F5 Ftid Dral n_.0 marc LA,, FLET-°a, G'ar^,: : t2-: IF, Fromm F 1ouDe m kid 7-5x5 Ei� Z514 F xra Dir BrDken Cap on E�eUrr LakerM C_ W 11carntrl Ciearpaut-Abxm nilund 180 Page 372 of 577 �! =v 54 r r} Sam!cr uka I.rr: _s {,F*ar•IWV. ,,13ME 3L1.1 P'S A td 3 {r gam,_s iron dol M as lderltfxed In Tab k- 1, were 'Lund to -o%%- Je'ect r--u I W r s--oleo extrig aAaceM pater grd caadss mm i0or lDin is. Sr•x*hp paw e-erfi crac;rm,orim nc�rma'• Ir dll a Ge ar unsee d'tiFre.#ire connection that man al k+w cea, gra tr err in bc t7& raw H ary s!,.%w d urkV rah eve t'k YU atm!-c an VarM bei ma tt-r ms are m ert a rid +errl er -rc m ar-C le H-rc ua T e u rmm t•d trarnrV•h Irn ney aan rmedit-c 3L1.2 Nbn NO CWmneylftam A I Am c'bn : C ra!:�-d -'-a n h:i L-, ars I Jen tt'eJ r T 3b1e 1, w'em Iblitimd is Wnen J nw%--�`r rm.�.0 w!:W In s-ok= ex ti W ha- the arc 3 ce the h c�a tar^m! 3n�'Dr di to rm5r. 'AT ere U e re rr.3 ri-rvie3 are Fxaiad t d1xfmm, l fro, 3ri!3: :.r'Cx0fl parms, --Cy are wed 1a InlowN mr-mmj tate tan-are m7vmu dUrEmj:s- Kcwt rS i ere!:T.,. 1113 €rD rrd-S rm A bots of agM w:Dr ccbdarrs, acs dent•11ed r -abe ", xw,!r-- ftuny z hx.-a :nro4a mM the hOljy nirtd. S ic a re re ware r {Iose pn^r m ty 1 o m ar-c k ml cAl W Je*a%%e to nw9cti mffmy se;dr, 19 two or Umne :Ar smoke war, exA'ta thr.:iuQ-, x arolmd a M lk The tmm. add ticfa I wce rdu ryd bo ha Ve smok e e idt rq a Isorooe the•�3 ri tart'°s a%%e r: a pr c5tc •atrA a t 4551 'AlLst rourt,:5Imml ariy a seyker nran ea:'eir vt we--i a? Hgrwa}E3 at 2>46 enc mero RE.arL Smoka emll:ing the grl:+.nd a "se• suers %w)uFd ndkale the pre-,ence 7' rmKtura y epct In the ail ratre sewer. MA V&WUwVMDF4ilrk 1 hAer ate to he we e sr rp k e way ob rem ed exMg a Alr6m well a t 4 3H1 'rl4f est FILM Ems., as kk,rtr ed r T a tie 11. The ar�nlini oe sen oke wou 1d I ndka* e cl reti mn n ettSw to the pitseater or the T al ri erre-. r3th1.--r c ou h re" In,d emy wuftr anbefing To mml t vy sewu cLMg ra In t!,%r&- 1115 Stam Ind Lllg t r.-clke was ob sere ed eating a sloven sure'Inlet cn Al est FdlwM met, as.Ideritl ed in T a b e ° abo.e. The %%�-umc o0 srnDke •i:kJcl Indicate no Bred cam; but Iinc smoke, wW Ce31} rro%iW ttr--ajjh b-pc geed imm, the ger "Win, Manhole S-W-2 or M,twtml�llc 9-13 on ;Y Fou rth Stimet h°efare ealli ng kFrc sbxm wetter I n let 3L 1.-S COM3WW Stllcilm-R&Wd fit S Baa Y.3r'd In the mbft }ard or EQ-11 EllxmCj: . rArcilie was +extrg a roto, unJer7--ird+ xcret: tru My , a s ;a emrt11 ed in T abl e " a bo%m. The Durr r.a of the 1T-KtLre wm1 Lrek i awe ac t-rc-n e cr b--A W 3L1_7 Fk4d Dr al .i1 lderWed in -_. _ ' -�� �:r live n rnw: .^e ]oreerr':-J w tIl hew;s-okn The pl[rts ane ararged rot. __ _e• :ip;:- =* " - _ -e ":• :-rt tack of 51CC EdDra -Z x rt 134arJ M39-ro4a --SC-:_ 7- t_-. -. -'2'-: . . ._.. . _. -:i cfr cr �x au r, Road 39d ear- cr HI2-ma y E3. —re•se _ . . . :. _ _ t - %iteral, tLt°son a or al C U d be se•m-%t g as area d m - t. _'t . ._ _- . _ � _. . ._ NU 181 Page 373 of 577 An mduior _ t__ ._". .: _ _ r-rck mnii cap Am,: . .:t-- .. _; _ ._; ,". . . burrdino at - =:..- - - �!6 ='�*-+J7 Ca:, _. . ! ._". .: .:. _= 3; 3 sr-ail I drain ti-. - = -- - • -_ - -n kD the 5_- :2 -t .. .. .... -; 'a- _ .-.. vkjt5o I0 C4V> s 11 ha°.% _ : - :e3,- t ran e,t ':ro -. 2:- rye n -Pg refit 3-1-5 AdclbmW F1nJ ng the m rim of sm,:AS a to st rig, tw+r_ -nor bc -ooMC'ad m I naS r, c't serr y d ai tench k!!4mLH In Pela hon.f}11}g'an'A ent Fa Lr th Shree t J udgt'ng t e th a dear ora Dx ct tt a bem h as a res•u It cC ME e sk k It Is bell a ved that th a ear of d ear wambcr nl 3-e sm terry mwm r 1 n early aan star t 1.2 Recomirmindabma -j stnd:teve: : >Aentil trnfk�w Baur_!: _ . e-rliftd oL.rlW---e s-okn k-s:Mp, ar shown In -��m ■ sa5m-, ••■-: !'i:r,s`J- # ! -'_•t :4E--e mLm—;. Y rrr-cW 3 r 31 ft&MM: 4makm ft rr r3,%m err =-ac AL anJ _" _ .. ti• :" _■ • ti , ti--: J. :1•y: _ _ i orf encles.ce onn 3r rrcore IrmVac!.-: of Ii tL mar_. ■ ,t:t ._. _ . :t 7 J. a, _ "I.. ..t _ m_-,•r*M%cone ar-.e oxatami t-Ar`,xi6 :13er r _-" . . _ _ :._ . _ _. -___ n the N- .e• rr-Igr_:-a HycLngh the _: :-t :3 t..!_ :-3: :. :• "•: :: _, ..2mr en" Mo the s•3- = :•e'er�-a ur1 w m r ! - = -=- . ._ t . . -_ . . -_ _ -■ -: ,3 sa&k- and'or 9V-: "; 31 DeIMsIM-j- :3 : MM {tb�Fran--c- S mak a eittrig a ra.sea m an ha e: t•:_;- -_ : , : t :A-T r e.; e I rKd,rate- 3'a"-L-f cp rr iMW +-,mrwe :e3. Pr-prtr -- - -. . : ...- 2r t - •- - - r l,{'e el rr rat= ok r v.°3zr eiltr.e m tit :3n-are _t .t• : . _■ -2,rye :y. 3. Gr'o 1'"Id$rrKft S-ok a e�rtl V dh e p r3"In"lr-r�id tate 3m.3 Or a manho k&Vi d�eate s cm�-: : e d e c e:+:,_ cr°r rrror= I roe=r`was ce the m ar hc6r- These c D u a rr::udt tfi e ' t6 :T - - - :.- . . tl'^4e ocnetanv! tterrace OpLLntCs'rdefec-- in the man-Wale wz. _ .. . . - .- _ • rrKp5 j 7r>a*° the WDuriy am erttg to paverrem =KV," aril:�, -:_ _ t2, th4e son tar y :e,6x- du ring rawrn ear Lmi is roDLdd be real used or e.m gra t=:j cy r:s - rm!6-s �Oc au 1 an:Mc grDrsd rig as rex es sora'. �S mokla +rls.r t r.g q"t gy�rr.•�• drec:y a�lrle.YMe lsY•4r�:�lary�y^rr■In d1c 3:�4:� "3 _ es t th e newer puede t.Lfow. T hI3 n�at b&m �l'.1cato Y. In u R o1 2SL6 Ri. L-Lr.: F,-.1: i• 9 F.-3 r c j Dewer and Ir fist of L561 '.Nem Fo+.rth Sbegt wer a p{tv ;,3ritW- I3tem. n-ayt a t: e sir Mo ug-i sbrr,rad des, oral r ilgl•atm to Uwe s,�e. T tii the s e 5A-r OC 1YAT oa-d I dertl'y U-p-� de de•no k s. Rised on Uw re,su is ce the v=j 'a-rc pipe %ar.rid tc trt d n-Oeert;e roar Le reD a Ded and%:c I trx•1 182 Page 374 of 577 AEcOdA Sarlarp Samar arrcka -■r'r; y� {hp :"At in 3L 2-A Win" Wall Drain S^tick e e ri tng a 4%1%law we Jan at 4381 ii :7+M E tree°t Irrd caft!s a d ren Dorn eMi3- 13 the swI t3rr "46e,. H a I rc -:Lei It69 locWl�ig "ins "y to --cw1iecl ed b the sw,tory sewer, pomtl} -m-KV -e Imir Win. If so, tns c3ud be a s ;-- :arra sowre ce rear watr. G Ws oorrn e:tl x ce-kc ex r,-.n2 A^nd ow he I&ain herr the :anto re : e° rn real a 1t an a s otrt t Cr r<e 3 r,jai er ern Lam g th e m n'3re sAwmr WM rem bo the h)alr it :-, - x1mle- rp tii{{n 11 rec:---'eq:led 3L2-,5 Stam In NA S^tiak e e ri t W a Mx- E4eWnrjrjL4 oq 4X' Fcr.rth St*eei ft the :-1 e :2- :3 r,. :t: -c :,ter• '1-ru.-bid derl..lefc es wwtrir 7ie sx.-Lary scwr°r*. It I1 mc:m iii t- -r:- •.- -1+• •i: •�-or-- m-%%%!-r tii pe rrD mimic In 1:arL rwh x ^Mth ss-r,; +c r vve :3r,:ae• . iso xy �cc 4ie --ec to r�m teterthe sari t3^y se'&a rr en d ra f 3L °G C Plat R9 te s S-Dke 4w, 'o.n cJ e r t�rg an Ln derWn.n d cmwo=m l a sftuhrL, al the rew :e '=-%-I!I = T:r? CLD url. Fr.rther n vie—s.g r iix s mKK- rr crKkd to buh det m-nine the p upme arth s A-Loi 3"n: Lc a sta G m h r II 1 a sire :e c e3,111 ear ng the sad tars•seAer. 3L 2-7 Fl91 d Gr'sil rrslC*it alb She 'oLrd er.tg r n ner 1r,a ground e%cl ppis at tl�e rear Cr 5'IC-C+E dora li It s 1ke�y tl*e:" pa pe s are Lr c meed dean t*• or a txQ s 39 t3^f 31UM T201 1=17 WU e 1 to e a--E n%e-t 103ril-O�e -C'CS: "e c3Ldd be curst} •3ot g 31 area drar:, wd cowutlW slyr ii arrt a^':_ •: - 5 ..5•t• •: t-,!!ar•.'JII'7 Gta rj 44'YL o Lri W°N et 44e athe r. .fit a m r ^TJ—. arty'1'th e s a are r! Fac: m,,m r = .-_ . .--: % they°:hxid te: mpeed 3roa e mIrabed a1 a soLr=:e Cr Cearwalm-. T H,e:j 3r= r '3:• 2 ._ _ arty d _arga 7o I"hno a --53-5 the;stDud be cl:rcxraecoed zr the mmi-oala:o e • -�' ;-r:3--am+oLr m o'ciieof Aaiet entering the manhair. 3L28 Ekto rlor -3tw S^tiok a wµa�" :o Dem!-,ed e x:-2 an a rt ertx s•an ttarl;DLL* clean ari uni the E-oLM sad a or 4 91 z =os ind a Driiii S-oak a ,r a 1 e :-j Uvuugh a dere dJym c k ani•it uW. Ali khe c lean oui Is above grit Lrl y 3rd M S Lrc r :-'T tete; vii r•ilor ar mwits of Ocar kiiii S to the s ar ia-y sewer, tike mp• i w}L Id be re p ac 5d 3L 2-5 A&SUCqUI IlnMU In ar rW be r--*x y +c oe of wµ3 ter entry tnrt Mm Ww S-10-3.the two Gen rh k i ea ks ttwmA d be grc LA ed 183 Page 375 of 577 3mrb r}34mw SiT da TnsbW cap ap'mbwim bTM Appendix A Map of Smoke Testing ,area jff' :,'mils 184 Page 376 of 577 27 410 i. 20 27 ---_tip _ t — F I r d I . Appendix B:Testing handout delivered to residents in the testing area. Appendix C: Completed Field Forms, handwritten notes. Appendix D: Smoke Testing videos,flash drive. *Full contents of Appendix B,C and D of AECOM Smoke Testing Report are not included. Contact WMSD to view full contents. 185 Page 377 of 577 Appendix F AECOM Hydraulic Model Final Report Executive Summary 186 Page 378 of 577 MCM . -'; I Executive Summary The City of"Natiarloo, Iowa iris uxpirie'res sarKsysayer cve-fluvo-s and wit Wasmar evens 710 As to a CAM ird Mee WD) filing r-yt the rhe CID reqjires d-c 200 to carry c.:Lsoconric,its ai2 P"Wemy a CQ5eosir:ows.f -. a,WW5 feces ay Or the Clt.S 5311-A-i T -.-..i-,d W apple KWO ruyu atmos of VF CIF-iar j^d 2=10Aws w11 a sc tyA: '.: I w zp Ih-;)ug,i i3 Nlastzr Mar. 'ge desyr card hoi a a po required for ade--Lax MM,an: Fart MSH 1 1)tJ a5bv;clates wll- vVaatu..:?'0" T7". are data Rd In Aozendil: 7 o-ine CD 16-hos 1 5 wr.' ..1111ci COAMOO I he pricse --t th Ei ai-:i ysh n m zmv cc:: .. as;i::,w Wrt np t nh, I o-i system :')) atrn enka neves q ku a n u A u cc mp op..,_ .r a y 7 a -elawud dei• cc- Pftdcl Devolopmenil A��pay'cl'Lfir:7 Cily'b re,,-p,,)n6e-.c the CD, --w�:� -on-uct flzm n-.,)i-.[,-)rii)g M the =r(.10111 RyWhiM - a 1 1 h Snow r.:-vena mean so; rry; o- Jwe 3 2015 and nrdng an Septen-ber 3C, 2015 The f"a* i .r Hn A: aw- : mv gn v iA ng 2� ISCO 21�',,area velcocitj f ov., ri-ehors m accorcance wit the tWom 0 n24:nwn rhnkn vig py,mm The City also i1sta led 25 rair guyes m dnw Innym W tc to I cow room No Qu Ace n a T3ted . orl r2 r pugef,and mese s kr use il OVA."Tv -`i AN!W, 11A "0 0* Lt-,e sys-.e-n a'ic to zi'd !, nicccl c-,ilihrwin,r) The C-t',-als-) -i-:-M il:. ::;: ci:i- --. :: ;-c t.-1rCL1,11')-.--c -Ise --,-1 14 ISCO P-Irlp L rk a9d 6 I'Vad abs Tecrno o9i,--s ty'.eWaW day m; nK::°- Trwz I r-if.-rcrir,F., ettr riel;e-- to 10anA awns ct excessive 1-iflow and inihmz or :ns'..e as pmvdind zaii >( n mn"! yn,xdc system mcnels to Wooss syssem pek-mmice verde'Compr conditicins AQ ;in do ".i H z- I i dill- col inctior eA n na o Q buW in 0 a M5 Se-wer l-iD-oy \.IoF..tDring Re--crc-n ikppe,,id ix F. A i a e--u-:of meeting the SCD is cvc.rpnin n t of 7 q.;r i'.;;ry ��,pdef sy sto In riczi e,I s1 F 0 a jvQ.mnyi A I ip pe.r'o-r-ian,75 :�:jQD9 SeWe-SJMCM Lmdcr MWIS WME n Rw,w x� pr i z :=1 I o WH" n i i. i!'-3i -.--ir-clitioris a qd val c a-.ed to a se co,d d n F:r rind, riod L,s were ri.�:: :;i-,.:-.:pi..1 1:: 1 i-i!!,i w r 0 1 a e wel w a,11 3r ,-a i j ra tiol e%'en..s and ono wc-t v.,ca tr:cs va id3lon evor: an: '-a y Ko i%Kp sain a,N?A:n rrar the'" (lifferen'.des:gn sto,'m cona flcrs "C erj L.I'Q LN-11Z 0 1 tn i e '-t 7 inec in Qpondi I of vig COD -t: 0 snug in i A i i,requ her-a-'F v rise - A Ppend ix 7 Wh e CD,.4 E C C M createc q Gd S q.-. (n r. o'-%i-I•. 7 9 T'S iv:j7 !; L)SF XI H-I'l la"b C,.ata -er'eSZS r, to d=v ti Ir,p a&an t rV se%e;e, iyfoi,l c rudel. Da-.a E;cj'ce�>in2 i�cd rwAn P and i-f-,rriat,nn rror-i'�e OitY'E. --r� '9360D ,:esPanRePC7 1986CRyAdas, 01-y dE?.s..-nL:a,i5 ""Sc hes. run dab nos ten nec, todL-.-:,!,r- n c.yqri.-rr mr>!,--1 X i I PC 1 So to on& De Ads Dr the mod=-1 c e-v elc DmE r t ycco :ire .(I r rl- 187 Page 379 of 577 Ory Weath or Ana Lysis All pr-.)F)(-.i �,,wi 1arV be*-7r spkn6 we szet to wive v 'A'y I,. some lc.,vcl c.f i-ifu* err.' -,fi 1111.kll, [A.! Ws nww7aton I tFal CL I a,weather py.�,K soT-i S 0-imally Smnvc-;in..q saita-a x.`::i jt-;se rilfl " 1-i t,atioi ariour- 1. � 1- .15L -I _'CY �ari.ta,i :5ewe-system to have capadN nv&A no i snalfIr pemds I Q wnow =5 I 1,p.d h r:,)rY1r5 d, 5v5 :5rn percr nann ard Jon:fy areas that are 10"i I LY on ry 'K:vs ig 2ri3r.o-,-;!A rk;w%, Fror-.a rev ow of available data ii was 212teladin the!A nweek I Augnt - 1 17, 2W 5 repmscinllcd I h� best J-i weather c D I bratio 9 tirre per od and Aug jet 6-7,2 W 5 vias decked as the d y weather Munn Ualm The -i-,3dol ca ibra,.c-2 wo I -.4 th c:'714' Ivi °:xnr• r-rjl, rT-iee"r-g the z,i'l se'.o I-_n I,-r-i tio ri --,itc.r-1 r1 5-iavm n 1 able 3 3. -he n-od,21 d.2 nct wA vnow as wW Or via to wax ., ;a,djhcn pelao V ua,ious r9aso-5 ncluding peric6c 9cws t":r Tn i to on a dy hr we ra A w: ::' A ry,knoya"g. flovi SO% Lie easily -c- -i.--,.,,-ever,the orLF n-, -I 1:'n": ::I../ wz=r f1cws sonms vnr�riasuriabk�. Den ad d 5cus5ion cr the c 1 w nW an Wny W I m ,-E! -C,.r,d In Sc tial 3 ,:,f th.iS VA f WA Nar 11pahass DUM9 W7 itr periods the 2r-r,,)i:-J:)f ri the 5y5-.�,11 result r..q fro-n rainfDl cCrcrdlont i-pove ta-d W1 aly- : 1'01) n i n,ceed the nava ainuw 0 nry !301w.cv--. 5�weraq;e b,y Tiin-}' tirnes. ON Sow: a'i-VIc-.,; nto the se-s-.e m Ta',- in�l i d E�r.-(r d-,i ir i:, w-,:,i c:rains, '1'CCj r'>do bo q`fx).1 r g d A4V ZON I Ig 0A AY AW MVqW, oci-ilb ned sawerE a-d pcta n 4 HWY fAMPT92 lbur, F.-ii- !verih seleVed from 7n Mc,-%r ryivf-,,l :.::l 1c;repre5ert%e:'i&:,-.1c.r syYl"" -OuNxam m to -wdn he mg= ALqUSt YQ Wn no naplh,mpno Wuy 24 wo Avyist -8 for::-., 1::1''.11[ '1 'NviL-i om s Nyqru --,)1- 0 6 inches laws Dr- .4 V 24 2 3 3 inclWA ca- wzmK 2 hwltk"i Ow [n in vi Aw-,st 28. The =i-.7c.,3.t oviani AU Y 01)was usm as the V: do 0-1 A.'d 6i5c 1-,,ur5 0-.-rIL -.1 111d I -erCwrl J-1y and A_,;L!:t JLI'�'A'QE3 LS',!1311 7,r raid 2-ld than average dl the 5PJA tL�l k:: 'A.;-J I::::-I.. -.i i iri I.-e ai 11 g i ye ass co 1=.ec for''"I' q!i id-9 --;5;P.rr Irl rT'ir r(7.., t-e a am tam A-ohms onn� Led ny AECON/I based :)r ava IaDle ,-.r-_,unC1Wa10' Ive; S.Lag a -OR AIWAI",0)yLJ,I 11 the coni clos 7l that-.ge --a li L r47,,f.,- i,H.,I dy rg YMPY U WL iswrimr condhom Wso nv(jrilci P.iez. 1r7 Tat)le 2-5 in'Lris r,--3C7�')I,'! ''it: i--. wK V eac- evert QW:@7 ind v m,,)l n14 4:t'k ;;Iior1,3 rTl.-V -7' I he I K l r.-.- I 'Ist+.': fix weat or a r a y&s. -I S S a COM Tor N 21;0 0 od i pn n p 1: -eve op RD I for r-. snn:rarp z-x,.-...&n- T.,iz-- mcnel crines Li series cf!i I K va—es fx r_.Qcr rrielurstied'c•describe in tic ironc "Wo RD MKS NP QW7 suer We as un t hydmgwphs app a,. to the rvi-ifi I a I177-IL-ces rap '0.qicnsk� Ca,rp�;er'..'�'.c Ite. 1"fir+:'x'��ter ewers the (�i,i r .--;�-t v;eati c.r 1 neAugua 28 eveil:Eolibratpd I rnp.-F...=.ir rwF-.:k flo-o%-7;rc Veas r c:dllkrdlon ;r teria .-.i_ r).ar.t- d ---,:,, a"or a I bitsE-,;=_� otc. CRI b'A'.r�rl ooirij-,; 1,1�%,'._Yi 2L -.-Cfr, -)n fcf six rnelt;: bu.ir, Z, to-I:1 0'. '.nc para k'sco 7ac.,,L:-x 1-;5 4-4,. 188 Page 380 of 577 AECOM Tn Hm(i iA hrr'i:)n E?.ven,, 8 bo ge-ieral A7 -1--It. r yp,,i-.-in f::1 it hill )nt, x::;tic-r aria the J.j y 24 F?-.:-i t i I, !,I r1 f::1 •-1 ,i i o(,�-.-. m-�- Bcth wz�r;c-within pea,;ft%-i-_ritcria @t the plant. it :I :J ij ;;L,t -vc i; r stances for the Aug I,E;. 1 E.ev=_F-.and f ve instances' .-I.Y. "'1 1-. `,/c . I. a - rr1of e izAial.en.]ed f-,w tvz)eVelt�L15*F 11,-Oil"I eight MO-.c-'s_o-11:5 dc. 7,--1 ic',-it c- rzi e t- V i �v ip.r is On,!:e-.-le three wet weat-er e;-erts were c2lilb'WC..' -1':' TY.2 I f!dl C'. ---D1idatvDn -_ericv i the, Des, :!,:tental c -.-j :c-no- = t zj--�TK va I. av :-fl e.v e'J5 • t-0 vj:)jjL)atICI I- even's:3 ve-, 1--e 1---[:kF 1, qq I-i�-- STK-o irnimi oFs of the madcl rq or::I 1.':1 a-alyzed 6n the mode . the res j 10 ri-i. 5-'-'L I Z,OS 1-1 Y-_ 12 bserved The Id It-- c, iv 7,rd,2"n-.7 J..Iv �8 20' Thi ,A'fle P 1,K bt'.6 cased in 1,-7 A�L,Qust 28 calib vodel-.ver[-used-1cr-c val cat on c,-.,Li,t 74m, 4-6 di!--Oays the results C-f tlIr •,-,I 1+ 11(1,rl arl-7 IV5 S c -e-4 ficw. v!DI.Ir1-.e aric leve'. Perieral ie modelco rc-sLl!s-v,-e,,e ioiver or pO.--,I, ri e r., -, reLe.5 R_=asun 5 V Iri is a-E not clzaar. b.it _ =E:5i 0 --.:D I-r-fAL Fe (.:)i itj,It 7,i,.- }.lit i)g frc.in r-.cn, ';;i`f�l'()i i:i be IrT Pauting sl mu iited fkj-,w -es-u is f7' izC i-cd c-I vo ;,,-7-.11 pr-cess. a se i sitivi-v rw)a 1.¢!;is .%-as Co)2jucic'd C I the 11da t+':,i' Cvori' CY 'I L','T� 11'e K r a-a-r d set from the cti-, t-.�:c I braticr events M-.,in-,' of-he RT K'w:1 ILJC.:; I tr,w: H_ i. : J 1- '.-ie �-uqu ;[26 L,.,,seven cf the me-.e,rs t-ad differing RTK sets. The 'eSL ItS'n f :=:!�-T;i I','IV ili'IA 16'Xed VAI,i s( ,,e-rTH:?ti?r%; rT_L:rf,;-vi,q,,,env o'Jier r-o-. c-r deviatinq fLill).,-.r fr=e des,re-c _-aliamflo- criteria. A''Mq limo. thO.W.(1,)LA;1'07 S'Ui'll 70 IM an fican'-AD--ge - resul-_:s to T,err',ie use ct z d ferent RTK pa,nmem,data sni w th the Valilation Event Based A naf-Isis Fol Dv--irig the cz)mplehcr of ti-iia dry and wet vezithecalibratici and va'idaticr of Cc AECOM ::(]".'JLJ(:I u?d dr e. rit based.9 ri�Iys is, eoa I j a ti-1-g the system pe'c;rma-ice Jnder� h c i r evert for 2, 5_ -3r,d 1---'year rainfall rerurren�+e iniervH ';."8, � it., {r-,,d j '11'3 nches D` rai-fall respectively. The expectat�oi of tI,e CD is tla' V lic mode s n ould hin a 1h1.n tc� prov icM ter City wi-I an u rde.,:Stand ing o' F ow the sy sle rr resz,.--r d-5-.r-wc6-.vaatha-eve-i's c f k iowr de sic n-.7 tw-ms u 1 Jer c(-::iI rins J-H, -rodels viere cal oased c- the rie'er ng than n..1`1T1[,.,r of.2 .,:)I 1.11::3111 :xi-T,parec:1 wiy ll s.(;rz grcundviate- leve dui-i per od of MO.-f FtiJ I t F ::-,i_ndwa:e,cond'i-Ds `i. -heraralys :. We iJLn-.fie-c- ava inch A u"gr6r t_=rm g-oindA-ater re-1-c-,15 aE v as rive- and rqiqf,-zl OWA F.5.SLj_'PICI'Ieolji An arialysis owd Lir.)p,icalble to the w-ailabl.:!data sets and thc 2015 recorded data appears to II`e ::ri calibration perioci occ�rre-_ djr rg ave-ag.} urouricq;a,.er co,-idi-.iors _f uiirj aa--.J 2,1Ayq,s COM tiCted Carl b-e fQL.nd In the 1�r:?u-idvia'e r;;cr di tic^s Aria isis Ml--' '1:.L - I- AP:--'I-Cl'A 7D. e1,I no IC RW-V N_Z9 IG do;o si 21 189 Page 381 of 577 AECOM ES-4 Th@-1I-.-:.-- i.=rg'.')n RT4 pArArTti?.r%,,of the AugL,5, t,e lara ec'-v d. r:r-.-j d-o f mo i tori iq pari:~:: :-:L, v'-rted savary sE,,,;cr '.rf coviplaiot daita Gnat was Ir-, the models czIib--,q'e-,J viell fa,batt, --rd weather. • Wo -iol as:o!5ely cor r,-La led Rea5oms If,- z r j-,t e,ar. tJjt a �:jss&0--iat scil iirjiti r�si.ltinq frr)m 1-airllpdl :-3 r r r.i i to* reSUItS 7h!:assessment incl.=dcvicv.,inc -.,)c. r-r!771 a-'-%J a,[ecede-A mo ---crditio-is -oL ::- ;;,Yi d�jticra' da.3 -p=-- aitr a cf--rOL1`Id,�,'.-.-i-.('--7)I:li-..'I- .-rd rdrue the ara V-5i-5 co-r-,t-C-727, J'417 lt-e Ti- �--rOd W:-�;-N'Tr,�7.tOd dLI'iI),."4 vil'iV seri ;qe 3-r.hr-- CID is fj1d ed and-.9cresults cf tho mod •I are �J-.,: h r,.-:, i::,: I i.!-rd :,,6,irr'D effcr's as described in Section '.:•cf ti-is report. F—ins e x",erie"iced in ttre san tn- c',k r sys*.,m- ;J: 'i'I'; rk,. Fn.o,i rNXIq expr.:- unued storm event r8-,g i F g from a boLi: t -ie :.,.c ir,i% i so jt^z:--d tai c-,i, --torm i 1, 1-1o. ,girth f:-;r v 2 4-h o.i f rev.l Te,n r.�i i vn! hr tr- -'J grans`2' eve-'t. The ca it rat ed I..-, ,r.ere LIt 1 -.0, 2U,•�-ICP I?VL,,rit I I "(: performance r-di�r -Ae ,,,;ea.-er ever.-.s as rc.qj rt,'-by ik--puidiY 7 corr-np,-i! 'irni ia, ,%,th'-le Gitk of iVatericc, LA and ::zs, ;a.,)tart' SL.qq. c-stL)d that(he C!:I'H 1 ir-F-val seeT----d S--2',V poten-al Droblem are-2s that i^ I^e-.k th T----, 6 Si-Oy5e5 Bre iftlstratec r a tDV. .rd figires rcludt:l r Appe.-Idix E 'I p pe.:,and mariho es ve,, cL'- the design evc-ms. Next steps in the sar —I: e C; tic-i--I I 'E':'e,.% ot thE relat,ori5h p oetyveen. ti as!ected ciam c-,L.I I 4i :;i, ::,-x' ::i::nk-i j; a"i J c Drre la.on to'-i:,- mcc e'5 tii r-.' -i,L,-._r rg D 7A.U red in App-:r d x -.�. ol C-)--�,-,icl, rr1.a 1,:: rI :,a oaoi"-Y Sr F.er.,. ,,Y�Nrii i.bing tri,° and tr- mc;-ti.-,-,'Fl tf-O I-CIUSiC- O'O%:PO.O'('d UUM Th.;s effo ri tivil I d i-f rI I ,-Ai 5 ZL,f:...zI -mffO-.S Dl-,- .11'i-natelv system I-z 17. ::1-.. It it vii n'-ie Maser Plan as J I-,"'::,I,,=" - ik.r P d of t,C uD. 190 Page 382 of 577 Appendix G WMSD Memorandums on Lift Station and Force Main Inspections 191 Page 383 of 577 CITY OF WATERLOO, IOWA 40 WASTE PRANld HENT SERVICES DEPALTIwla1T 516 Cfl ekes. -1'Yaiflcloti LA W7(32 -pl 9�i 14%3 MEMORANDUM Ta CIVIOM Team Merntmn,,[DIU C)scvi From J"Lapointe,Intern Mu.e.Amer•ipt 133�. Way 18,2C16 Fi)e: LM Stlon and Fo mirl CxlMW AssessrneTs L Lift SIatlon and Foroamaln Condilon Ames ment RGquternunh rabse=m 1-D.i I aid Ir. of App")c 6 ort M Consant Eearee"m assessff M of ail IM st3lor;5 ang tbme rain*se eing:rte sarl-ary sewusysteT. Aad c(tre My= mccHon and deslgr amimirtE of IR str_ons must Include-he M : ■ PoterWl 1}r'bI xe of Ircla'Idr.2l FurnFE ■ Red uKi3.rri pu rr p ng cjdty ■ Avat&lltyr of alt"LL puiRr soue A s, cf hLL VryslmA oonclition and deslgr cx 31r of.hE fordai-is must Incl tt a mmtq ■ �.�lsl t7i rL I r��orr ar,d'1a�dl ori �eik s of��: I 1�ar�rr43 n a F�r.rt7eri ar oas s�.�. Cut n�. I r Tied m LrgE protea on Qar.'e; Air rEl a v3t,% Vwwjm U Mer Qal ■ bl e I r�•�I+xr of tlr¢grorr�d sum 04 Er lyre r�I er�of 3 aoh fo~�r�ai n�� to ak x otrff IndkmUam a(foroerrAn deteloirmix. Ari InMenbrY of al VoNnaM In the*wtlary sir system mis: tc deieloped. The rr &T—Efy TLE,t Induft ■ Pipe mei" ■ Age cr InEtaiMon date ■ ttEr • LL�ir ■ Baal oxroslon protK9m rieasu-_s. r srr ■ Ill ow -ries IL Doadll n m For S ervlc3s Areas 15 &1 Q LM StatMoru and ForeGm a In Condltio n A&MBe menta CITY W®SITE: r_oltXTwalefloo+owa.e.om WERE WOWI4G FOR YOJ! An EN gal 0 DpDtL iIty AMrTa:t.E Ac:lai =mployer 192 Page 384 of 577 ;Ajbsec ion.3.0.1.cf AppeH1Ix5 Gf the consent De ree rem Ires asse•sawrns ori Ifft sta-oars and Twawirr&wMIn-rerelors ArEas 15 & 16 be a%e5sW oX GeP Effber W, 201 E and the r rted ty Dao�ffmber 31,21315. III. S&TY11GO SMS 15& 1 G Lift StatlDn Corudltlo n P r-3l Im Inimy Asassarn&nte The fou-i='i fix sJ�ogs %%Mir Se-obe 4r ' 1 'E 3 e i Gx+der,-'e'erL* i Norh a Rid i Qr-le Corgeas i 61way A pre♦mnar)onMW)n wAesaner'r of M ff1:5VlJ s and formTdrFE within Sewloe areas 15&15 was ncn e y J d"rr Lapel a�r€i d orr Frkia�,l]We�ern ger:, G 15. d kr�r- I r�rr of tre I r rs Ii ;erne Mew 15& 1 E wos omdK*d by Jom Laid ILL and aI% 01son on%V ed nemay. May 1E, 201E. T DD 2 _ be cm(--f-3lIE he resLM d 7-K-"ITlrary b�:orfflor a5sessrw. b Tfre prL4VMaryr as5a5smert 'A,1! be Lpda1ed 3k% reedk?�,xg 't a1 Tie reqLIre-rerrs of the Oxn"lam. TABLE 1 BERM CE AREAS 15 &16 LIFT STAT10 N CO NDMO N ASS ES S M EMTs Condltl on of ForvarrtiaIn Patm:lal Foy %dundarYt Ava11;3G11gor Lppurt-)raincgs FOI EMAJIN Fall um or Pumwg AneMGrd control vale , surge IMINIdual Pun p ;gyp o#kyr Power-Sourca probeDtlon nlwee, Ar relief 5xaly% arm vacuum Weaker waNss LL^w,bar.agIr�g • ---s exoeiA hid,-Nlo awM vary � .SEN AVENUE =ftfl Jur1rg xalG wet proleran Oakes, -E�lis DeOgn weatl%e-naw air M W yaiwes or Ilttie oondtlons 'r,#x r -=fir ewes but � %,ex - NORTH N l4ETT sMon� dUnrig �.AS' sures :: Claws vaMm, 4Cr= R040 T-,�its Design we3tr='': ; a`'w ' Y N'wes or :x'FMes �,�• :� -_ - :} ' �- - .. :: -:,1 +ver CATTLE � :=tidQw1 vakka-s, ne CONGRESS di',_":- : ars cyrJr�' _. _ _�- aaiwesor breaierwarves _. ,. -_ «�onM,3rd sLz gar 7 = Jun,g _' u Nmeetlon Matwes, Cis ;elfin weatr� ':,, - a4 relief vatw-%or ffe o`ndxons '13MM breakeirwalves 17 addlt oq f`tie abode Dec Irl =Dn aM bine rain Ir rrs condwled by LN kit Serol C--aarmeil MP;M— �tj-, CapaM wiwe fnenl deeded MY W"EESITE: %wN.cf1x^ rwa:eloa�owa.:om IN FRE WOR<14 G FOR YO J! .fir, EJU31 opPwxtinKY,-AMrrn.a rrrLAWD1 =mpbyer 193 Page 385 of 577 IV. Service Areas 15& 16 Forcernain Condition Prelirninaiy Assessments It is proposed that each of the lit station forcemains in Service Areas 15& 16 be assessed using the following approach= • The new CUES push camerawill be used to inspect the interior of each force main beginning at the point of connection to the receiving gravity sewer manhole for a distance of approximately 200 feet. (The entire length of the approximately 20 foot forcemain serving the Garden Lift Station will be inspected with the push camera.) • The exterior of each forcemain will be assessed by excavating down at one or two selected locations to expose the pipe fora visual inspection. The segment of the Cattle Congress lift station forcemain which is attached to the bridge over the Cedar River will be visually inspected by removing the insulation cowering the pipe. • A visible inspection of the ground surface over the entire length of each force main will be conducted to look for leakage or other indications of forceniain deterioration_ • Pressure testing of the forcemains will be conducted,if necessary. TABLE 2 SERVICE AREAS 15 & 16 FOREMAiN CONDITION ASSESSMENTS LIFT STATION Pipe Install pia Length Corrosion Flow Operating Material date Protection Rates Pressures Cast or Pump is GARDEN Ductile 1960 10° 20' None 966 GPM N/A AVENUE Iron Pump 2: 959 GPM PVC_ Pump 1: NORTH HACKETT 0900 1999 8° 2578' None 538 GPM N/A ROAD Pressure Pump z: PI a 557 GPM Cast or Pump is CATTLE Ductile 1960 10° 2824' None 1075 GPM N/A CONGRESS Iron Pump 2: 1043 GPM Cast or Pump 1: MIDWAY Ductie 1960 6° 570' None 394GPM N/A Iron PUMP 39S =ri CITY WEBSITE:www_cityofwatedooiowa.com WE'RE WORKING FOR YOU! An Equal OpportunitylAffirmatiue Action Employer 194 Page 386 of 577 f1CITY OF WATERLOO, IOWA WASTE MANAGEMENT SERVICES DEPARTMENT 3505 Easton Ave. •Waterloo, IA 50702 •(319)291-4553 . . .0 MEMORANDUM To: CMOM Team Members f Jesse Gaherty From: Laura Wolff, CMOM Tech Date: August 14,2017 Re: Lift Station and Forcemain Condition Assessments I. Lift Station and Forcemain Condition Assessment Requirements Subsections 1.b.iii and iv.of Appendix B of the Consent Decree require assessments of all lift stations and forcemains serving the sanitary sewer system. Assessments of the physical condition and design constraints of lift stations must include the following: • Potential for failure of individual pumps • Redundant pumping capacity • Availability of alternate power source Assessments of the physical condition and design constraints of the forcemains must include the following: • Visible inspection and functional tests of accessible forcemain appurtenances such as, but not limited to; ■ Control valves ■ Surge protection valves ■ Air relief valves ■ Vacuum breaker valves • Visible inspection of the ground surface over the entire length of each force main for leakage or other indications of forcemain deterioration. An inventory of all forcemains in the sanitary sewer system must be developed. The inventory must include; • Pipe material • Age or installation date • Diameter • Length • Special corrosion protection measures, ilf any • Typical flow rates • Operating pressures I1. Deadlines For Service Areas 10, 11, 12, 13 and 19 Lift Station and Forcemain Condition Assessments Subsection 3.c.ii. of Appendix B of the Consent Decree requires assessments of the lift stations and forcemains within those portions of Service Areas 10, 11, 12, 13 and 19 determined by the City using best CITY WEBSITE: www.cityofwaterlooiou .com WERE WORKING FOR YOU! An Equal OpportunitylAffirmative Action Employer 195 Page 387 of 577 engineering judgment to have excessive wet-weather flow be assessed and the results reported by December 31,2017. Ill. Service Areas 10, 11, 12, 13 and 19 Lift Station Condition Preliminary Assessments The six (6)lit stations within the determined portions of Service Areas 10, 11, 12, 13 and 19 are: • Tower Park (SA 19) • Virginia (SA 10) • Airline Hwy(SA 10) • Titus(SA 10) • Park Road(SAS 10) • Douglas (SA 12) A preliminary condition assessmerd of the Irft stations and forcemains with in the determined portions of Service Areas 10, 11, 12, 13 and 19 was conducted by Jesse Gaherty on Tuesday,August 1,2017- A follow-up inspection of the lift stations in these areas was conducted by Steve Hoambrecker and Jesse Gaherty on August 4, 2017. Table 1 below contains the results of the preliminary condition assessment. The preliminary assessment will be updated as needed until it meets all the requirements of the Consent Decree_ TABLE 1 SERVICE AREAS 10, 11. 12, 13, and 19 LIFT STATIONCONDITION ASSESSMENTS Condition of Furcemain Potential For Failure Redundant Availability of Appurtenances:control LIFT STATIOIJ of Individual Pumps Pupping Capacity Alternate Power valves.surge protection Source valves, air relief valves and vacuum breaker valves Low„but aging station Yes,except during NA—No control valves,surge TOWER PARI{ has reached its design peak wet weather None protection valves,air relief life itow uorKhons valves or vacuum breaker valves Yes,exceptduring NA—No control valves.surge VIRGINIA Low,but aging station peak wet weather None protection valves. air relief has reached its design flow conditions valves or vacuum breaker life valves Yes,except during NA—No controlvalves.surge AIRLINE HWY Low,but aging station peak wet weather None protection valves,air relief has reached its design flaw conditions valves or vacuum breaker life valves Yes,except during NA—No control valves,surge TAUS Low,but aging station k wet weather Noire protection valves,air rel ief has reached its design flow conditions valves or vacuum breaker life valves Yes,except during NA-No control valves,surge PARI{ROAD Low,but aging station peak wet weather Norte protection valves,air relief has reached its design ,law aarKitions valves or vacuum breaker life valves Yes,except during NA—No control valves,surge DOUGLAS Low,but aging station peak wet weather None protection valves,air relief has reached its design flow conditions valves or vacuum breaker life I I I valves CITY WEBSITE: wvvw.cityofwaterlooiowa.com WE'RE WORKING FOR YOU! An Equal OppcortunityfAffirmative Action Employer 196 Page 388 of 577 In addition to the above described lift station and forcemain inspections conducted by Waste Management Services Department(WMSD)staff, Hydraulic Capacity assessment is needed. IV. Service Areas 10, 11, 12, 13 and 19 Forcemain Condition Preliminary Assessments It is proposed that each of the lift station forcemains within those determined portions of Service Areas 10, 11, 12, 13 and 19 be assessed using the following approach: • The CUES push camera will be used to inspect the interior of each forcemain beginning at the paint of connection to the receiving gravity sewer manhole for a distance of approximately 200 feet. (The entire length of the approximately 20 foot forcemain serving the Virginia Lift Station, the approximately 80 foot forcemain serving the Park Fuad Lift Station and the approximately 90 foot forcemain serving the Titus Lift Station will be inspected with the push camera.) • The exterior of each forcemain wil I be assessed by excavating down at one or two selected locations to expose the pipe for a visual inspection. • A visible inspection of the ground surface over the entire length of each farce main will be conducted to look for leakage or other indications of forcemain deterioration. • Pressure testing of the forcemains will be conducted, if necessary. TABLE 2 SERVICE AREAS 10. 11. 12. 13 and 19 FORCEMAIN CONDITION ASSESSMENTS F(=-RC E MAIN Pipe Install El 0. Length Corrosion Flow Operating Material Date Protection Rates Pressures Cast or Pump 1: T,]'a,rER PARK 'ductile 1988 15, None 350 GPM N/A I ron 350 GPM GasC or Pump 1: VPRCPNIA Duple 1954 ' c None Pump 2M N/A 424 GPM :.ast or Pump is AIRLINE H Y Ductile 1988 8' 590' None 24 GPM NIA Iron Pump 2: 485 GPM Casr or Pump 1: TfTUS Ductile 1955 6' 92' None 335 GPMPNfA Iron Pump 2: 3H GPM Pump 1: Cast or None 1756 GPM Nf A PARD ROAD Ductile 1967 16" TT Pump 2: Iron 1756 GPM Pump 3: 1756 GPM Cast or Pump 1: 200 DOUGLAS Ductile 1942 6' 188' None GPMPump 2: NIA Iron 200 GPM CITY WEBSITE: wvvw.cityotwaterlooiowa.com WE'RE WORKING FOR YOU An Equal OpporitunitylAffirmative Action Employer 197 Page 389 of 577 Appendix H AECOM Review of Five (5) Sanitary Sewer Lift Stations 198 Page 390 of 577 m .5D 1 5D1 = ro, reds - WA Memorandur"i TD G cr, BdW Fah, CM X11 —quqect atyar"41ff }- RL-&w IFMM Ff iRw IU I N i Me Cen PrniKll Date of npmSom MwM %X16 lAuty 2°E% 201E Nunaer &] Tile PXPDS a cf ns nwn o a to den I Ute I i I V ---r mmm IlDm oor I.i es a: Me-01IiYA1 rg s n tzr� si r Ilft 92RTM Chi Ward 16, 2D16, an".J U y 46, 2D1a, as -equI-ed try,tl-e she gf tl-e Fr�ecl "REM v Cif Flue �5) W Pini .' 1. NOM H6-%C rE#t FkW 2. C Cwgess 3. THM �. �. 1-14moy 63 SclutP Theimming wffa obKwmcm aFjAyIo a In sum-cm: 1. Ifl gUMMA, al P rnP SLZbris harre'aa DLr'1Ds In a d-� plL, I F4l ary'<jjm.M. 2. Noir of U* sWom haoe afr neiIE tf DwAip pgmf Dr rx Uqass p rn0rg Ir M evert or a paiff outwy of puTV ULjre. 3. None crf M Toros rn3M are eqL"WM 31r,-QWJm fVW Or ott7er UMP PrvlECU Dr. A. *rrLaiWty ix'tt*per, t>rth on rie IrW and oWE-t sJDe of I.Ie DLrnas, is ducUle km. $. ,SII gRxUas were•a MLiated Dy a str.Cu3l englneer lor a str_mrai as rnenL North Hackatt Rc*d Uft Win: TIS c a ce T=. �- stzr-oq Te A" a dry pr tylx +xi. The Pum rmotors WE . :7:-. . • :he Dmrgr< . -e m : .m7n%are kuW,3t tl"!e tX1Uir n of tl"!e pit MM 3 Ixg I.1'* 1%M. lrl e tkM l 4,4lch pu ffp5 rARd 3t SM G=fall ~: -. .-.' ,- ° .3;".dtl m ti• I e �,=: r = . M on also ct a b wki earr °w -*a s a _ . ._. �e� ti-we rrps na e 1 pup t�we On cc- r* r,g 7 u".: has r • the A cw cm be UM baa lro - -_ - stdt�n . ,=rte DaneaMy a wtay ChAffrkm ��°- - - -. _- aw om tains a s _ . _ - : _ _ _.,_ :-: T . 3 s'J b:) p.frip Rw b}the stps�,g tm& Tne C'• �: - _ .: .. 'Y -!-�-%y per-7-rg cis :' : _ . : - : . _ F 3L Lr icks'hat om hauI Ire i) Nd ='a11 cr _ Oae•if lyN to the aeEK Is ;-L: . _ -. Irl tte S'OrcKje ten k and a b hDW The f lrg ar_ �c _,= s torr•,:hE slti?Ins lig: 199 Page 391 of 577 ABCOM M U.wA*kLr--. .pr's&b*"fWv1W to grid&W- M6th� 201d rAfy A 2006 piar2 1. C td L'SW Obserowl errs: The aoproach, to re I M stMw l:s r6:': m= : : _ ': � : ' 09 SM11MM prwided. Lorne rA Is on-slip tD WHIR WM the halt ' Ck ' . : - _ ..-' -x Am rtmt ecalLuted br drinap a*rartd IL bU puMP g vms rrbsperoed ,,r - e37: : : - : - :gage darm see•Pirlre NH 1� 2. 2gaM Tart: T-e oAlde of tie store irk aAm rspei--edi+smily anal a,: : - •3-rte 1D locate spray and odrtlialEd arem. The .rppF carers and Lop of_)= r. : a '.Zi.= : °:.:"lift a-addrg :.r..a IN and lEachng (see Freres N-12 -3rd 4KYi. Prev"ry oared scalls =. ' _ Nand i RCM and sunoundlr a-eas are cradkeo and cleerrinabed i see Prellre,%Jr•,-:_. Tete -- : :�r7 : ': 'Te waif are Ir IV :o sat sf ' condr_oet, ^,stn nD slgiimrant rradsa Ci- SPL31s DAK - _ -:= s XtK aro dis-Do ores. Al ells are vfflkai and do not appe,3r la be bowed a U PPe0L T'- : :1mprig has rrM r r-ack s and 1 rill c'oebris �ee Pkv NM and N-I E 1. The Irsc- 3nKE were Irspected 'dELaly fru- :-e cp•mhp In the top cf- M slat# urM a ft3ShlRjhL Iva sqrffcarii spaslrg or r--a Ir YOM - -: '": " NE IIMft d mess %PEOMr arc. BWrq piar ,frnnl 1 9M Indcare INT he slab— _:a of&-1ndi tr" woloe*d pr I (--r7crHe Mre-s a+rtilt a 3-Ino i PCC toppM Tle "ig er=' { : r:rE stems arm s relribr-K. Pie wal s.are " WcA caffHn-puce retraced "ca—c—. T-e wr der slabs bear -r1 0-e n9er •5-nch to 1 '. Irre- section of wail, witl i tine re-rairIN 3 1rd m 10 Mes an sMymui of the,Dppng. =,VoTies exp rts,kHn Joint Aller 1:s LEed I:-pr-Moe eco�arslon relief ki the ION c1reMm. The OG.A ri of the spaling arse Q*qoe riOratior7 Is sud i M ft does rKX pease ar m—nO•: treat 1D the Inb KIlty of the sir_ ue. IL drill be rated, hrowder, that areas ` clal.crro-Wmwill eonUnue ID grDw In fi'ie lkrilre. Ads U xol e,', 1a *Mace P :`.- : : ' :'-- resr.11 n crams ;Mn the pates maieriai and adddanai cracks and spiI , :qac= P%3 A forger g rWAr Ymuld mgLAre rermcrrg and rEpiadng : aromd the tu* peMeter fnarn the lop Dr t-ie wails down ')o sarW cortc"='_-_ _. _ :: :°- axed" and Ilrrtted stwaW rapa€lty of M EW511i g tank, =slderabcn st'rcr. : :_ ; ,en r=r-da(*ns-'Ar abandar nKA of oris sMKt rethis may, as may be the Wrier aiternAhle. -g -- c _ ' or rig of 11*corrcrete dem la AM shoLAd be made ID wzeEs any da ges r -q: �a'p rim piping Is a_Irich ducltle kion. UschaiW slide r vR> 3 des apEar - -, peen Milia V1 thelastfew Tree ren-Ar�der of the FIFI i w� -org =e Pl4oftips IA-17 arra NHO). All varves AEo WpeaF bo be ki varying oegnees. of oy-ros~on CK:. . .__. :}:-'-n€r the c'feU kWiles;. a. PUT Th- :u-rps Vxo* been reWh nxtUp1e :tires Dw Te yEars. T4ey app-mr to tw-- M ixTai wDAI g DxWfmm--*aoMor i see PlMre NH9:. The Gases tha'the : rips sl: : ' haroe '_°m replaced. Mort of tie bases r3.n to se----r S. W A VM They winde cDncm4B In t1Ve - -:tears is be In s-•: :�, :- : : : ' :- rhe-0r. Garel seciort sIxim wed aggjrep,,:_ _-_ _ ...'- `.- = 11. Is IkHX 7' Gan�l settort t�etrg oaf a1 3 d� _ : - .. . _ =r Gamer secd.c a€,r ta ate- %W 00MUPC. Is sucft MIA h d:e: ' :' : :::- 3^ IMT*dI31)e srLKU ai cm Dem. I: s rewrrre~:=: ':: ::"adica, mo t for the -:.z:, : . ..-. . , than_ :' i coridHon. All,4sible rie'lal comms_':: :`''.7e wewel arts corrooeG .1_- 6. La Pit and PLGOW�,--r. -fres: TWE - 3M Cl y W We = -_ : .1&1 t'- "---p3 r:-Vis. Ptre DL* InspecUcns fe w. _: , and It r�- : :. sled. The rrde:4de of M slab hm expos- , t•I 15 �.. ::=: .� ::_:- ::: ,-' ���g x s cit. T'lls s mhor 3no noes ... -_: -_ -_ : - -. .. . . .._ . . . - .® _. . - 200 Page 392 of 577 AROOM Akk iir - d d 9rAi.g tdF 7 dr A29pa pdow 3 p -call pariab rale rnr ff der Err 07.1C I.aM KMe SPW I rlg Ur the POC paldh rimed lo=a waiff r3U'*I the slab{sEe o4Cbffe*11 N. TIE6E a-Ew stkkllbe paWhed as rKMred Al w r PMre 4H1: 201 Page 393 of 577 COM Ci u„ 'IFp r14n{l.it 1'Y li. Ora}-,TA Gmumte Yvan l DaRRMW a sm Moil Tap arwm f Tp I 4 PV-li7e NMI _ V 0"> Tar*czrK _ kl.'aI CeWarmal at Top=]d V.a I-:3-Ornefs;Tvp. 202 Page 394 of 577 A.2COM W hkm� Mwm ar Axi-iwmw ad:S yr L dF Srmk at Ai.,:n Q 2dFtd r Ad�A 10f 6 P,**s � h Cortlrued Dara-,F,ra4rd=�A7y;L) P=Fe 4H5: cn Top&Slabc Nate Arem z?3GMrLg Wares 203 Page 395 of 577 AZCOAI A* &#vw Abbhul cki" - L�L&AMV Smwir[d Sudcrw .lig q 201d r ALh^29+O -qj-e 4Ha: X b 013G TDMng m , 4 P'pMk e N 1l 204 Page 396 of 577 COM ,MIMMLA V °I f;Lop A i.s._ c' r r " I . tlf V + C:o roil or on D{-_-0 d.r p" �I p ng Vi Ill N eA4Y C 1"t'Wea�1 c' PMM 4g r 7s: t, e "'1 la. Dow AT C xnxkma P:rld 205 Page 397 of 577 AM W RAM dad-xiar 4Lr:-9wm uO. i;wA m —A;mww A il mI AWA JAWL'A V e.Leo�15 �,)r9 14 : ckre NH12: Exxeed:%Wr n:Ty WEII Dad Adm NHI.3: Y liar-Spal Ing a -awff C-Drwd WILL Ml Shcbjre 206 Page 398 of 577 &k��J k"�rry 26WIW'L'sTildP�kr5i 01d i Aj&2t 10 5L5- 1.- '"° :,. " _ .. : . - '` .. ::� �-_ �. - rti ,. -•� :.,ter* �rrrl�. maM, 3E' r w�1i7 3 _ x�of frl� pIt xg EM CC '=::. _� �__ :.':_artd the Pia": _ i ..F p-imps 'am at-576 a ar d 715 G='.1. UwParge DI DI rig Is a _ :- : :: The TolK i-g•are =ffvjUDr,E Fr m-.N *IIw=Irspectons: 1. CtdIL�E t1e KOWFE: rlC- Ir St rOW IE burr. JF. On a Y_.. 1a; : -_.:-- i &31ge Isi. mr. an Imo. ACONS%alSO ffWAY IRI3 PaVed r _-.�r_..�_ CaMiE w1: '•3ws : The ams stirs Lip the mmM 3-B d Tn ami I see Pir a : : 1;. 2. 'Halves ain d PiplPurr , : ' : ": ' e M pUM Is N nOP :. :' _ ':r The ru :_�+ art e piping mWd'sties*how se'� . 0 � a€�>r� _� D P upem, e s ;.C : 1 _ ': :%4.__ -L :. +�an � rI� re rl 3 a — M1 = � N :L an 10..#11(0.:r-3 rsix.. :r.' + rSL •3. $mom TI* pxnpG have teen rEbL : Ttits DvEr = r-:. . - - 7, 3r tD be Vi ° :.r'tt•al rlririg order irrxn M rLAEft�EEe F ::LFB CC2 4. WA 4' N: The vWNe pO"s of roe ooi7i:;=:_ ' ' - ,-SII aan=n. The' I)M OTr a Viet MM sf1L MS MCC% OPM--E.- a .--_ � '� : _ "'a sLKM n Is Vil, It d� n A an l ffwwd a.te *,�1 d L a.I } :}_. _- "y „. -i-md x; :- :J to I y r raft 1r Me Secti Dn to 3ry Mviges Ir z--nd d on (sera P_1 jre -tee �s 3r : : :_3sJh basket= Is Irperat4el an d Sleiwuf y corTDded Ir th n--i wE w EI 44w ell sEe y_t L C:5 i. 5. ary =Ot and _ :lues: The oF. ws : : :: five an •t-graie s-. Y'ue L The 4 .t. ten. =r= r{ c . a I rE� e(b?lx slag s _' ' - ._7 dm1n7,,. - r4 31b Is S031 ed Ccr°: .s-_ . : ' srpDijU D�e g "o D-o : ' ; A1C palcM 1,1 71n �'Ye a E 0)�"tr y. 17* MK S�rs X01 r� �+dlli' T. �}NE �% :._ : ' : _- :,,i Ioss or'U e wppoi dhanirtels aM rallrwjs. TPese 3rd CTF_ :r 'rh raw rnerr x' 'sem =CIU-E CC9 t`• prt WE NSO Dc4anrkAed aW :5e,N%E 03rDiL 13 sp�'I 3 0 31lc-Li to mp[a a or sLp o of xLW.' Me6e Tm Dm w' reAN W' 1' .����: {- = a CC1,2). 5. r I'b?ym: A byW CsMaxp n m hD[e Is n cr 3ia at•e Ir INE .area n tree a ve-M U p4jiT.Wire. The dks437Tam main p6N rias alp been P44amc w. 1 --f IPe fit=W. The reaalr lam mme _ang mrcretr=oltar!E% 207 Page 399 of 577 Pttxe CC 1: M a 7 •: Page 400 of 577 i 1 G a 12 pW PMLre e m _ iRT•n� � u.y "�' �° •yam �� +� �u W � d 1 ExwsEd d i • . •- 401 of .4rfnaicAi ftimm M&LA A Xrd II,Aipy A Iv r9 :13 f! Ji i re J' stir PMC 5: MiVMWIM 1 v P �^ I } : "M m I 210 Page 402 of 577 J, M� Alexar.aLM-.:ewmw Lw - EIV—%rw w[t STRWft 41.L Wla r A 2DT d w 1b 1 W' YNpp I'. WY 9 t '� •, eRAS in., b 4 b 4y gay _' F i lz EX r b e C . Cm"31 Umer'#ice 1 VI a � w 211 Page 403 of 577 AZCOA4 Ak 8noww AbmfttWi=hvr „rte co I S~Srrm�tit ftwork rip 2 2)?8 i3 t Are CjD9: u rr• 7m cK Lhe J way Pat I r r d �c c1a: Ild, 212 Page 404 of 577 ROM )k sr*ww hbmftLbftcoH r -d taF Srratry M6m�n A 2ch dr-A*A AdIkrb Akm 16 '^1 i !CLLFE Cc11: 10 �4 SedeFety CurAM 2M De2 1 AL t3b?4J J BeMM M 213 Page 405 of 577 AECOM M gr a-e o-sm-Fri Le .��&bee&60 S llft- mOut A 20i'd rAiri.24 970 Tltm urt stay : -w - '- - 4•a � °' : : '= '': :J Te IM SL" am of a dry p-H t)W eorkijurailon. The DLw mOi crs arE• : :::-., on [he Dp<- - deA,wharew the purer are bcated at M botw n of M phi w1h a I-mg ^g r:' : --iEr pump. The lHt :5tMfl com= aG tm 44nch purer rm 31 WE : =Y, ew,7 00 64-Ch dEati': p%plr4 The Mlawing are obW.MORS rM'1*ME Ins liens: 1. Ct iL!SW Obww : The M =on 1:5 SW.-IVy bu ` Lm Thefe ;irraa nxid armW te si.atlon, %tth mill nai wEdnq SIrL gr 3dng and seedrLg w:.a d t= - 3.kQM (*ee plrlrm T11 i. aM Ftp: Pump dE.-.uW pprx _ : ' : . ' : E.&InM duc1e. The mafDMy cirttre phi _ waives fitm saw a Darr-.:.* :- gee R tLrEs -Z w _ -. J. PLrn The fro-o' :`_ .. : : �.�. ._. . . : r. Ts :r'- ,,;giant cam" (see PULFe TD. - Wd Wei 'e VkE—. 7 -.-Il 3ppe3r to be In smnd corKM. The wM ..,� , :r- • - ,• r - - - - - : ''f Tis 6 19 yin Is CLIC h rA It dws :rte_ ti31, -.,;a•.JIi}y_lM.� M -0�s " • a .. a � C4iR_�1 10 lre w m FiUffe Thi. : '�' Y&A YPLA dws rat r Xe 3 EM Lire Dn The Don aete slat� -iPE cr,3^,keM'Ya,.k ._ iue:) dF.ermte arwd surf,ac3e rill Ire �.R.. - PI€' 3'= -_ - - _. . '- :: - = 5�1 lE o iE� Plod M T-5'. ND : .:-y- s req Lced a LI.1s :re; ror :: .- :. :- :uid be (pen is rept r'err: SFr be s a n 3-0 ra::rn ki r*i xEL as de'LEr:rrr_oi T e Wy well 1:&hoffied Vi a str3::.-- . . ° : . 1y .-f p,-er-1,_' .. ' .--._ : : _ . - = :-moi at On Er IDww eAWDr"l comer, wfM {="_ . .: (Y : _ {Ee PctL)rE- T The Mfl?r-Icz«r W21 t7r'&:*EIS T3•. T"* OArq sw Ihm mnx 934r. 31 _1.= -.3 (see F-1:Jr= _ - '= _�: : :�rw�rw� tree 11m, ao haM Is spailled PBe Rdm T = - ' errImrKe Ma ftw,'- ': ICF: n 7 Dtsoq. Mile terns are rKA a EbWLFal ooncErr -° : dme, bion 9::.a!d be q'm Lo naMEr-arc*, Vicri M DCC ral(A ng sP9k6 Zrl -'° P :: ":JM idw l nom:: :r3cXe,ts, :r) eaten s -he rJEhJ If Er Or.hi-EM=ML. -e In st" R r'rl,,' . ' �-mez-P the raIron t ks, pcPWb= ,a :r. a)irg a dl r r t -, !2- d ;j:p ng WATG&eam '3lLrE 214 Page 406 of 577 COM '.' si rI.'kmffrnAR°mak w VAMY—Itww u'*I7 Eur a m0L$ Wld r �t A0 5 „tea. ..-5p—, u4. s tr�.w rfl Af a.� - w— 215 Page 407 of 577 AIM .fir NrV..lk ,L mArr b Pkt.j a T3: C�rerc1Wlm crthe Pum. nhe Dry Pli mm �d �l fiF P ati �p4 Y e t d. I - h ftt�l��il�„ , 7r moire T W4:'N el I r ae o-ji 5l Rg the a Trs h Baske-. 216 Page 408 of 577 AEM A dlr .Wmtn J4 zqd?AO 2kZt i pftw 20 �e �nui �I y" for Ra ireTF: r. jre T5: 217 Page 409 of 577 w M.L:ri:k, X11drAj6AM r..l'!E T� Rma 218 Page 410 of 577 awnrit r X p■ z< ( \ / . » z yy : . \ �a . . . � = 2:e T9, s '27C ' =p. 2 s. Mare T 1 SpaIV-k6lCnvcrm-LE-.Er, Foar Access Hitt,or --r%. M,%5 219 Page 411 0 577 ".WArwLr.--.SI+LIO r-�,WA'my--:Mv, cm Sravirw aM mLA W Xld f A6 A IM uoxw # Irt sfl: The pf!aq mrWwcs or rie M s=m are or e ckry pit type omny"Dn_ 03M ihe dry plt aid wet plt .we pert or M same EhOxe, mM a wall&W&V t-ie tmo MEs-. A shgle xde sftichxe harm boM WRI�5. The mas's Ire arm we WMMSPY MO Or rlg . OM W r shalE Mm =aided l* pump zM m abx, U-e My tm mNEO -.* TOMtO tiro 1DP Of U* pums a d-p- bc%"--yr a'the Jrw pt Tie pxnps ar>s"rr.h VjTps.rid for 2M SOW,&3dL The ibllt ODg ar3 mseRMDm M:1*sltr=Irk : 1. CMV SM Cbsero-A nris,: The M Amon Is :i a r_: _ � + ]d, Mri htk ' a Vw r UW In arm]ripe rid T Nr�: o: :,:' =_ ; De�rar +by M I y. ' OW ofVe 9war rrr Cry CWe rte, -_.. _ P1€.M 01). 2. 'VahoEs and PipIN— Tt*PIFlrLg and VW s•WN I�h{Oxiv" (am PRIM D2 and Z2!. .3. Pw Trp- fr or crMe p wrips s9^w 1,rt c:= D,!" r see PI,-h.TE-D2i 4. INEN IMF s _ I r _ DE3- -a to Pi wuid {*r:.yS--ol �5E�E lctlLrc-I:v-i. on can to ;hc- adJ---r rmg� go rwd acmr Irk-.i,c-'A vi-A woel 1 5. Dry Plt anD rpt-raw - The eta s Lre Zat w%,c-7 trn he yrs wek aid d•} pll arpews ID to very fid. A wM mv jmp rig s Mcked aver, and il%ffa IS a ris r "I-exe TipI was prrerW)Ls� usec ror °we-T;aco1. The We Is st!I usc-d V accee , b r. s 1."r lava Lre www ,mere ml Ir use. I^ 3FNh--- a-ea, where reww cwtAuK Kas Meer lr:FI iWed. m- coraste s r w :�crle D'{: Xuq as D-rL--I tit S#.3W; We --I%e Rm&n f'y I R esbdwrd al Shxtm 220 Page 412 of 577 AZCOt'F 1 Jr &iww ,dt h0wp: . -F&A wr cOS te'Swww�&STidLrit Alwtm Q 2 AfyAdrib 24 "74 tt ILL A M t ClLFk Ugt ,ffW or•D f cu7E j C' .:r_:�-i pr ng U 221 Page 413 of 577 AXOM J& _q rpe*.fin Lq,MkA w' _Ow~ 0nw°r.A:I>Dar.q ¢,r m 1� 4rILF L 'L1 Jy. 1_.F WEI: d� I � i iii ids �a I�,,qL�•J�L��pJ� � a r: " RiYEiRL'.%;i w. C1 nek 222 Page 414 of 577 COMfir -F&vof 5&m bkW LAt STankit lubus A Znd r_A*A A)t0 28 'M m � .iii.,ii...... iii� �I 1 - - _- - :Y -TUIJ ',raT. r y4 lnadNLX-� A!—'C-SSCVdff 223 Page 415 of 577 AECOM I iV,way G3 South UIt Siakfin: Thr ori wary oorrpcnerIB of Lhe Irl sutkw 3e aT .3 dq pfi -'; . -77 31-gmdde six—e al t-k� fT~sem. The M s Is a 'c '-.ypEL, wed ^ : : ' s:=_ :'-. :'. - :'._ rcis •arc otf`- IeT* PaCk aged Mrb3 'M PC The wk we Is a ,1 PWnv53 r-2 Ed.3,.the,ibcaw o'd Me C' ptL The pumps xe Mad '.=-3 =-'.A eaczL Thr-IMt.Dr,%ir,g ar-2 mserM Dn M�P*s11F Ir cors: 1. -7 Tie Pr. SVW. MffaYq arra e S a SlkjMy raked C.�Ua o= pa::, t to a .elk mair w3tu away Tr m Ir VMw Isee :Pcbxes H6Wl ap-d } 2. V RL rg, 7iiE r u.cm l� -2--ic-p Org ardva.°res s1 cex ISM commion ( R'tffe F3). J. The kxitro or tre :Lr,,-:s s ioc I_q.Ir.€wm", %5&e R MYAp IN Lm ,&toe s n Mw+e w I 1 Ir. .� � kin. cjYmon agin be smn on tine Axe-rjrgE gWq ckmn m,M wE,we�I iwe R=e MKS). 5. Dry Pt;: The dry ptL Is =raWw&d cr xuM sig and HIE owm e Pim F E&%,. Thi�s adrdnmd oxrc&on 31 mg t*ImUm f See Pine F+5M7;_ 63. r It NEW 07Y ded--b.MaTL H VE WT, QT,3 gas SWOn, !s 3r=31ed Ir. Me ar&a Y Te Irl �t3coi. 71%e p MTF ng rapaefty,shW,d to mw3lL;aW IT ray dvAkMEnk amirs'. XsA iii 'Trois 3-e i a!sd x. Te Wbom of v*dry Pl- Cty 5W 16 red to c$rm down Lwren br ba&c ,d-cf- a Jt.o erator*. i'?5 rEofwe !gleet oDWD16 shxM tie rekvled.D Uw Dper .ung Deck ® .e 0 D,oftim '-IE• �1: 224 Page 416 of 577 hi� Swo hbEtarmcA me r-Arra LJA&kikft&mwr rl 3uddrw o d1 uQ lir Y IIYlti� u a L g°r. C7os A or te RNrg.rd Vat, un Dry Ptt 225 Page 417 of 577 ICOM * hbwhhft�Aiw _Aiwtiw ee -%irew Littw�ea Mm-L 5 X1d rJLcr 24 Zt8 Amok 20 s SkS.re HOW: e� & w Aoss a i IVA Viel Cw cmte iLaddef Fig C._r,v : 226 Page 418 of 577 COM u• M A Zqd1A6A2918 t 0 a COT•-DS : Ce 1 ,a 3,Lr n 7yp . %;'v v sir v.uu Ummu!u°,w Fad mvcn at.m MWO•C2046 s i irx L*MMEM Ma 227 Page 419 of 577 Appendix AECOM Technical Memorandum: Lift Station Rehabilitations/Replacements 228 Page 420 of 577 �� AEO.OM 812 379 20DO tel 600 LaSare Avenue 812 379 2271 fax SuLe 5DD Minmapafs,MN 55442 xryw.aeoom.axn October 5, 2017 TECHNICAL MEMORANDUM LIFT STATION REHABILITATIONS f REPLACEMENTS This memo describes the proposed design for lift stations which have been identified as needing to be replaced or rehabilitated during the Master Plan's 15 year timeframe (2018—2032). Information on emergency generators for lift stations is also provided. Table 1 of the following page contains the WMSD lift stations which have preliminarily been identified as needing to be replaced or rehabilitated. In reviewing this list we have what appears to be three relative sizes of pumps in the IR stations: 1.)Small—10 HP and less. 2.) Intermediate— 15-50 HP. 3.)Large—Greater than 50 HP. Small Size Lift Stations Most of the lift stations would comprise the small size of the spectrum. The small size lift stations would likely best be served by submersible pump structures as the cost to construct a wet well I dry well structure is normally prohibitive over a conventional submersible pump station_ A drawing of a typical wet pit with submersible pumps type lift station can be found on the page fallowing this Technical Memorandum. AEC OM recommends the replacement lift stations for the fallowing five(5)existing small lift stations be designed as conventional wet pit type submersible pump lift stations: 1.) Titus (Midland) 2.) Douglas Street 3.) Cattle Congress 4.) Hwy 83 South (Grornvth in the area around this lift station could result in a wet well f dry pit station_) 5.) Greenbrier Each of these lift stations would be supplied with two(2)submersible pumps, providing 100% redundancy. The new pumps would be provided with a fully integrated control system with IE4 motor efficiency. Advanced technology, similar to the Flygt Concer4rm control system, would be required. The ConcertorTM control system integrates a processor, software, sensors, power electronics,a synchronous electric motor and self-cleaning hydraulics into a submersible shell. Using this advanced control system,WMSD can more efficiently manage their pumping assets because one pump type I size could be used for all the small lift stations. 229 Page 421 of 577 AXOM TABLE 1 LIFT STATION REPLACEMENTS OR REHABILITATIONS PROPOSED FOR THE MASTER PLAN Sanitary Sewer Pumping Stations in Waterloo-Master Plan Replacement or Rehabilitation Based on WMSD Data Need to Verify all flaw data with Pumping Station Monitoring information Pump#1 Pump#2 Pump#3 Pumping Name Address Rated HP Power Retied HP Power Rated HP Power Station Capacity Capacity Capacity # GPM GPM GPM L-1-317 North Hackett Road 242 N.Hackett Road 638 220 1553 22C A LS-317 Titus(Midland) 801 W1CF$N dr 335 5 224 335 5 2201 NA NA NA LS-322 Douglas 220 Douglas St 200 3 208MJV440 200 3 208/2201440 Pd A NA NA L-1-312 Cattle Congress 100 Re in bow Dr 576 7.5 440 715 5 460 NA NA NA LS-314 Park Road 301 Park Road 1756 15 440 1756 15 440 NA 20 2201448 LS-309 Garden Avenue 1220 Black Hawk Rd 2141 1s 2081220,1440 1762 15 2W2201440 A 1.5-3155 Hwy 63 South 37515 Sergeant Rd 673 75- 2301468 673 7.5 2381464 NA NA NA LS-320 Webster SW Logan Ave 1852 15 2201448 1658 15 2201440 NA NA NA LS-302 CedarTemace 899 Belle 5tmot 448 is 2201440 427 15 228/440 NA NA NA 1.5-341 Hawieye(Texas.Sti 3931 Texas Street 6004 75 2401448 6444 75 2241444 6004 75 2401448 LS-315 Greenbrier 1586 West Donald St 672 7.5 2881220/440 784 7.5 2*2201440 NA NA NA Ai 3rd Pump at North Hackett Road and Garden lift stations Is a submersible for rellef under wet weather flows 230 Page 422 of 577 AZCOM Intermediate Size Lift Stations There are four(d) intermediate size lift stations in the Waterloo sanitary sewer system as follows: 1.) Park Road 2.) Garden Avenue 3.) Webster d.) Cedar Terrace Park Road,Garden Avenue and Webster Litt Stations are of the vintage 1950 design which consists of a square or rectangular dry pit with a building on top and a circular or rectangular wet pit alongside the dry pit as shown in the pictures below. Park Road Lift Station Garden Lift Station Webster Lift Station The Cedar Terrace Lift Station is a vintage 197ga station consisting of a circular dry pit structure which houses the pumps,controls and ventilation system,with no building needed,and a circular wet pit alongside the dry pit, For the Sanitary Sewer System Master Plan,AECOM proposes to rehabilitate the Park Road, Garden Avenue and Webster Lift Stations by performing repairs to the existing wet pit and dry pit Structures and replacing the existing line shaft turbine purnps in the dry pit with new dry pit submersible pumps. The rehabilitation process will 231 Page 423 of 577 restore structural soundness to the wet piles and dry pits and make the dry pit a safer, easier location to work on the pumps. Turning shafts extending from the motors on the ground floor to the pumps at the base of the dry pits are NOT needed for the dry pit submersible pump applications. Also, the pumps often don't need to be pulled from the dry pit to perform maintenance. Another reason to keep the existing building at the Park Road Lift Station is to continue to provide space to house controls for an odor control system at the Park Road Lift Station. AEC OM proposes that replacement of the Cedar Terrace Lift Station be conducted by installing a new wet pit with submersible pumps, similar to the small lift station design described above. Since the exisfing Cedar Terrace Lift Station is not provided with a building over the dry pit, the cast advantage presented by the existing building serving the Park Road, Garden Avenue and Webster Lift Stations is not available, making the wet pit with submersible pumps the apparent cost-effective solution. Large Size Lift Stations The North Hackett Road Lift Station will be demolished as part of the Northwest Interceptor Sewer Project_ For the Hawkeye(Texas Street)Lift Station, AECOM recommends perforniing repairs to the existing structures and replacing the line shaft turbine pumps with new dry pit submersible pumps, again due to the advantages associated with the existing dry,+pit building. Emergency Power To Litt Stations Based on input from WMSD staff. the proposed approach to providing emergency power at IR stations is to furnish and install permanent diesel powered generator sets at the following lift stations: A. Hawkeye(Texas Street) B. Highway 63 South C. Garden Ave D. Titus (Midland) E. Park Road Diesel generator sets come in various sizes. The generatorsize which best fits each lift station demand is as follows: A_ 25 kW—40 kW Generator Set: Highway 63 South P Garden Ave.!Titus (Midland) B_ 50—125 kW Generator Set: Park Road C. 250—300 kW Generator Set: Hawkeye(Texas Street) Emergency power to all other lift stations replaced as part of the Master Plan would be provided by a hookup for a portable emergency generator. Project Sumary Sheets Separate Project Summary Sheets describing each existing lift station and the proposed rehabilitation or replacement project, along with a project cost estimate and timeframe for construction can be found an the following pages. 232 Page 424 of 577 Appendix J Waterloo Infiltration & Inflow Program: CIPP and Manhole Rehabilitation Summary 233 Page 425 of 577 WATERLOO[INFILTRATION& INFLOW PROGRAM Design and Construedon Totals-MH Wednesday,Nowbmter08.2017 MH CITYWIDE TOTALS AND WORK COMPLETED BY SERVICE AREA MH INSPECTED NOT PERCE1417ME NOWORK REPAIREC FUTURE PERCE.NTAOE IN SPECTE.6 WORN EA EA EA 1113PECTED EA EA EA COMPLETE #a M• Area No.id 7E1) M4 441 41201% 97 0 2113 12As% ierrlae Area No.11 BID S12 4811 58,62h% 97 0 284 O,SSi% teniae Area No.12 24S 1S7 1(19 sew% 44 d 112 18.11% #errloe Area No.13 278 42 289 15.1 ii% 2 2 81 S-?6i% #arrlae Area No.14 862 0 662 f-*Z1% 0 d 8 OL40% ierrlae Area No.1E E2% S23 0 144LOa% 98 2*2 a *Ii 34r11PF A na No.li" 754 M* 1 *0371% 175 f" 1 #1.73% #erxloe Arae No.17 4111) 4213 i-MX 0 0 a OAW% #arrtoe Area No.I BBB 81113 0A*% 0 0 0 OAW% ierxtoe Area No.1B 1.20 &44 584 i#—.15% 1813 1 442 14-se% #ervkm Area No.21) 11E 116 i-01% 0 0 0 0-41% #ervkm Area No.21 201 221 *A*% a 0 a kee% ierow Arca No.22 211E 286 0A*% 0 0 0 i-OIY% ierviim Area No.28 Bi i Bii i-M% #erxla0 Area No.118 ?B 78 0.0c11% 13 0 13 0,50% Totals ?BI2 2,%26 r,3'17 3,2 t=fi am 11#1 '.04a Is E-* WH notir"aaW In sAiik not readily soc+ltc6le. Thlc MH will h2 exposed and Incpeoiec m time a6owo. Work NII Ga acyed-a Phaae IIC MANHOLE REPAIRS COMPLETEI} Internal Exlareal Y SA Incpeallonc Chimney ChfMH Joint nney Joi WH Lining Orout al WcMIco.Work RE H,:H's ILJTATF� Seal soot PMJeot EA EA EA EA EA EA EA EA. 18 0 2 2 2 0 2 2 PhaceI IF &B 44 2 26 42 # 0 !al 1& 61 id 1 20 7 0 2 Fi tnu1alled Totaic 12:2 S8 1 6 9b 411 1 # 1 0 122 InbwnI Ealarnal MH Joint YN's BA Incpeotionc Chimney Chimney Rapaf WH Lining Orout Waai. MIco.Wm'k PEHA61L1TATF� Beal seal Pro Dot Eik EA EA EA Epi EA EA Ea, I 2 0 2 a 2 0 2 2 Phase 11 11 B 7 0 2 7 7 0 11 1E 8E 26 2 is 17 1 a SE 16 111- 132 2 7S 124 is B 107 nutall{.j Tolalc !:4 11I 2 11S 160 23 11 248 Z CIPP PHASE IIIA-SERVICE AREAS 15 8 116-2017 CONSTRUCTION lntexnal External Mt WE BA Incpeotionc Chimney Cllinnay R PmMLInY1g irnout Woof.' Mica.work REHABILITA_E_ 3031 seal Pro Dot EA EA EA EA EA EA EA EA 1E 2111 128 a 9# 73 31 13 14f Phaca IIIA 1B 864 MI 0 188 184 4b 31 52'< iB BIB I 2 2 I Decl n Totak I'm I 3£I a 2sc 2.2 n I 4a 1:_ 234 Page 426 of 577 WATERLOO INFILTRATION&INFLOW PROGRAM BEST ENGINEERING JUDGEMENT AREAS-SERVICE AREAS 10,11,12,13&19 'Wednesday,November:& 2:17 C1PP PHASE IIIA-BEST ENGINE ERIN�3 JUD�3EI1IENT AREA-DRY RUN CREEK-SERVICE AREA 19-PROPOISED 201 B PROJECT DESIGN MH INSPECTED NOT IIH NPECTED PERCERTAeE N4 WORK REPAIRED ��E P'ERCEtITA,OE EA EA EA 711SPECTED EA EA Ek I COMPLETE Servloe Area No.10 861 844 2 44..2*% 190 1 169 27.30% Taldle B61 844 2 8@.84% 13a 1 499 27.30% CIPP PHASE IV-BEST ENGINEERING JUDGEMENT AREA-DRY RUN CREEK-SERVICE AREA 19-PROPOSED 2010 CONSTRUCTION Internal Erlonlal MH Jo�7t YH'N SYe Chimney Chimney MH WH Lining -3rout Wars. MIcr.Work REHA:H'SILJT.TED y3eal Neal P-3JIM EA EA EA EA EA EA E:4 Place l'' 12 - 0 43. 49 11 23 34 19 441 0 .314 135 10.7 67 463 Cee,jr Tatalu 1 1 441 1 0 1 314 '35 1C-7 1 67 5+81 It moeauarr +ron*III ho-atla etl Phaco IIpC tar:he�La Nervlae area.ISR 1&manhares.ta.haYe no hoer.IncCrrea. CIPP PHASE V-BEST ENGINEERING JUDGEMENTAREAS-SERVICE AREA 10.11,12&13-PRIQPOSED FYIS DESIGN Nor FUTUE MH N3PECTED IN NPECT'ED PEWW PERCENTAGE NO ORK REPAIRED WORM P'ERCEHTAOE EA EA EA 7W3PECTED EA EA EA COMPLETE ServIDb Area No.10 "a 397 S9 #3.75'% 97 4 210 23-43% 5arvlae Area No.11'" ma 314 ae #-eG1% 67 4 234 21-07% ServlOe Area No.i? In 137 2 74:_44% 44 9 93 3yJRE% ae"kl eArca No.15' 42 42 0 144-04% 8 2 31 2&19% Toialc US I 736 1 77 1 81.13% 217 11 1 a83 1 CIPP PHASE V-BEST ENGINEERING JUDGEMENTAREAS-SERVICE AREA 10,11,12AND 13-PROPOSED FY19 CONSTRUCTION htrrnal mammal MH JaYrt M-"k EA Chimney Dhinn•y Repj& Y'.H LlnIlinO {roert Work MIco.Wark REHASILUATED Seal SOM PraJeot EA EA EA EA EA EA E:4 10 172 1 197 79 # 107 214 Phaco V 11 214 0 1911 79 7 99 254 13 51 0 9 22 9 7 51 Dec n7utalc 417 1 224 179 4C 202 47E -Phaca I work Inc4udec 2 YHs In Sebe Area 18 -Phase II work Inaludec 19 MH'c In 1e l eArea 11 235 Page 427 of 577 WATERLOO INFILTRATION B INFLOW PROGRAM Decign and Comb-llon Tetalc-CIPP W a v '.—W.101 r C IPP-IN STALL ED z 6' S8' 1Y M` E 11` W 68' Ir 56' 4r 4r 3R` o-:' —AW CI TOTAL I+:moi FT Fi FT FT FT Ff FT r FT FT 1±1±11_ •I El FT IJ In�w. 13 1,,b1 a0d iTF 9,F6 Iq Iq.Jty ,eG sis 15.166 I1v Wl.tl Tull-FT 25.59': luw eVM1- lb rwa.rWrb-r111n a.A Ia 335 s!6 a ]aF 11 . 15 ,3T W 11n 140 1 id, In�w.I I. a.— S,4.21 i,a68 ,pSA 3,,043 Iq ry 6l! a 5e] 21 u wn Imly Yi Wu.-•I ]5.SY2 /314 1.651 11144 °1'• M1x[w T�M1-r I W.Yk.] P•e.'clV.-Nnk. lltla C IPP PHASE IIIA-SERV r_E AR EAS IS IL IR-2017CONSTRUC710H r ,0" 12" 13" ,6' 21" a1' Se" a5' Se' 41" aC' 34` TOTAL FT13 id'r 68b ,3 1333 IA tw I.". 281 526 m40, s5c• 1.566 ry 891 054 De •k"T.—FT 14.N3 LM5 LbJV nluw I--F'T' 22,6Y7 CIPP INS TALLED TOTALS- 03.70} ,aAw s.ml 2aFv ,.sss l,ls ria I0, Ph.-I,11.IIIA 419 Sd FT £1.49 Mr. C IPP PHASE HIS-REMEDIAL ACTION$-DEMN a- ,IY 12- is' % 21" W 30" 51" sb" 427 ac 64- k, LaSnO RA TOTAi I'rYwi A 269 860 I Q0 I'6ue.IB 'r 1.104 1.,00 J3d S34 "A aP S. u..k_ YIr.-rI 1:Jua e� 15v nM1rw T�M1-r I :.GC' C IPP PHASE IIIC-REPAIRED REMEDIAL ACTIDN S LINING E BEST ENGINEERING J UDOEMENT-;EA-❑R'f RUN CREEK-1 ERVICE AREA 79.DEMON e' I ,C 1 12' 1 13" I l!" 1 21' !M" JVsJ" 59" 42" 46" Sr e4' L ab CIPP TOTAL I'r:5mci FT FT FT FT FT I FT f- rl' FT FT FT FT FT EA FT 11 J4F aw 1 "J !.'JJO 64a tl4tl 'J ll['.F;-IYM1Fa-r1 .:1d0 a,aa I lIa4".W-NI1s 13;1 C IPP PHASE IV-BEST ENGINEERING JUDGEMENT AREA-DRY RUM CREEK-EER"CE AREA 10-DESIGN e' ,8' it' ,d` Sr 21` t1' 38' S8' W 41" .11'PTIYFAL Pr FT FT FT FT FT FT I FT FT IFT I FT I FT I •I I 1 I eA FT Pnw.ry 12 Nd9 s.Fi4 1_k11Idle 252 372 414 tiR31E IY F 434 4.ItLr 4 1.,1] a n 51 355 gn ur.- q 1.•'.5 241 5 Px.r 7.SM1b-FT 4r ao-s Phw�Torr-x4Fr ,83s C IPP PHASE V-FUTURE-E E ST ENGINEER ING JUDO EM E NT AREAS 12" 144" 1 14 a. L.4r� _I f4a.c1 r I r- r I FT FT FT FT F1 FT$41t4 FT FT FT FT EA FT W1114.7 a I�.W4 5Ji5 '1.525 11., SSMS f41w.I Il M."! l,l fl :.Ll' IlJ4.4 .140 , 93 101) I 1.IJ 14.711 F..I 4.{25 2J14� a;aJ 2,304 0 1.541 :1." 67.620 O..Ic-r...-FT }1,694 ,..524 21.,r4 5ak1 ,.4P5 ],141 t&31J LJK• }84r •,m.t luw 1[- I1,1 -M1w tt35 DE MN S INSTALLED TOTAL BY SERVICE AREA P6.w1 Pl 1 pm.II Per.IN pi.—u S-0—Arn- CPP CWP Ai"P4 BRA' t-1 PP CPP CIPP T.. ISL Y i.r.lw An.rau,9 AN 33,.23 66,7,4 a05 -L I'f'I'14'S6 In M¢mnll.a�yx,-R'1eg. rvlw .r4,Il F21vY 6 ..1 nu al.G I.tl.S:rryYw 4zn"cWl 3.rv1w An.r4,Il 16 18440 s.i, 6—An.r4,Il 685 ii,82o 36,473 7.23 wear of l'hw.IIG nlw n.rau,l 1 16,m, 1,21t z"'zi ..W 31r.1w An.raY,e ,5,196 },,903 16,566 1,106 ,,180 0W 1a.sa nlw __1 Plq 31rn1w An.raY lb 216 tM h9b 31r.1w Ansa;,14 1 em I TIM w 6,074 79,505 0e*ri. If.a2 Phe.I..-Mlw 1.01 1 1244 I 4M 231 1u lira I6a.i6 TOTJSL NO WORK REQUIRED Y a" ,4' 12' 15" ,6' 21" 1' S0" 5J" 5a" 47' 1]' ]4" 6Y uIW t' r1 r To 23324 721 AAH 2 9731 a 8213 3t.W 1, 14,— PAM 5,3,3 2 36 69 ,, 5 2518 ;iM lrF1AF x512 u ISSN NPE RATED 4:A-31O WORK 1 4 1 e , ,3 7,918 Pm cab 5,469 ,,117 m M. ,� e0 30312 .% , ,e 33,072 1 it A . 2,S,4 b 0, 0 KM 94316 ,9 .4,8135 1,.Td 1,,93 6 3,4,7 6 8 8 61.01 N.—kT—bF PS,31n.-F''T 110131 svuar 4d.i4: 15 151, -1 6,983 5.tl13 <.3iS 9 I}2a1 u u u 115.14' MU YlPF ur IM1. J 236 Page 428 of 577 WATERLOO INFILTRATION 8 INFLOW PROGRAM Design and Construction Totals-CPP W'.W.Wy,NP-b.,O8,2917 PIPE TOTALS BY SERVICE AREA SA 5" 8' 10' 17, 15' 16' 21" 247 W. 39' 1" 1" 48' SC 60' 81.6 FF FF FF FT FT FT FF FF FF FF FF FIF FT FF FT EA Fr 10 104,316 23,675 M.D90 6,858 10,653 244 9,759 G04 198,689 11 95,445 21,32,9 4.165 16,419 5,703 6,553 4287 5,382 16,990 1,025 1233 219,858 12 28,623 11,306 9,616 7,606 770 1,508 4,114 Go 63, 5 13 28,985 18,665 12,508 Z.5% 1,926 ZXI 821 3144 2.195 1,393 76,719 14 73,761 9271 18,659 3,863 3,96{ 17,803 143 2,988 34,182 2.388 159,842 15 59.935 0.198 4771 148 352 69,045 S-1.A- 16 128,420 21,863 13.963 4,295 2,757 W7 786 4,OS1 1,098 182,163 17 46,352 23,578 23.825 1153T 2,557 4,085 0.178 1,068 ?,558 202 1G3 394 128,475 18 167.163 9239 17.175 1291. 21,723 5,230 6,716 6 727,965 19 156,373 57,422 49,466 4.11M 14,158 4,189 1,219 7,317 48 915,882 20 18,572 4,07 7,5G2 S.T34 1,944 1,558 1,928 95,969 21 95256 5,151 3,902 2.668 354 1,558 1,040 148 5,765 9 54,396 22 40rOG2 0.578 559 324 3,581 3,0% 52116 23 16,801 132,779 16)46 11,45G 12,517' 9-3� 1,68.0 2518 7.%1 3,587 11,538 1,544 230,267 99 718 94 356 2,134 11,640 6,327 5.9% 29262 CI BTCt318 D SllsFT 16,801 1,147.747 209,734 236,143 88,027 52,918 47,427 50.581 19,139 19,170 81,364 15,168 21,226 6,327 14,050 6,381 C8y1N0e i4 -FT 2,917.863 2 O1?.b..- CI da TCtel-"m M8 17 1 6:.17 GYE..FL SANITARY SEWER TO BE VIDEO INSPECTED SA 6" 8' 10' 1T 15" 16' 21" 24" 30" 33' 36' 42' 48" 54" 60' LStwale T by SA FF FF FT FTPT FT FF FF FF FF FF FIF FT FF FT EA 10 61,495 16239 13,515 2,T35 583 244 6,086 101,351 11 58,722 10,336 29,166 9,720 &286 3,178 1,039 356 5,175 1,025 123,607 12 14,168 0.365 &M 2,548 387 379 2,477 29,372 13 5,508 691 24 17 1,692 7,924 14 73,761 9271 10,659 3,863 3,964 17,803 143 2,588 34,182 2.388 159,042 15 ALL SECJA ETfiS LWEO INSPECTED Sep'nen[e NaVideo lnapeCOBtl 16 ALLSEGNETTi51TE0 INSPECTED 17 1 45,582 I 23,578 1 21525 11537 Z.557 I 4,093 I 4.178 I I 1,066 I 2,598 I 202 I 1G5 1 1 354 1 119,645 18 M6,885 9259 17,175 1294 21,723 5,230 6,115 227,567 19 56,398 20,388 22,109 8,512 3,959 4.090 1,213 5,995 192.989 20 18,572 0.617 7,562 5.734 1.344 1,558 1,920 95,909 21 32,694 5,151 3,502 2,%8 664 1.F-% 1,040 140 5,769 22 40,762 0.570 559 323 3,501 3,0% SZ11G 23 18,801 132,779 16246 11,456 12,517 9,328 1,680 2-910 7,901 $587 11,598 1,544 238,287 99 718 Sd 356 2,134 11,640 8,327 5,993 29262 NO Vltleo TOGI8 by PI pq SI-FT 18,801 709,420 124,T12 145,000 61,87fi 25,450 34,343 40.919 9,332 19,170 64,T83 15,1 G8 21,226 8,327 14,090 N01'10e0 Tetel-FT 1. 5- Ho Yltlao Total-Mlles 246.92 SANITARY SEWER THAT RAS BEEN VIDEO INSPECTED BUT YET TO BERATED SA 6" 8' 17 1T 15" 1S" 21" 24" 30" 33" 36" da" 48" 54" 60' _mwal6 y FF FF FF FT FIF FT FF FF FF FF FF FIF FT FF FT EA 11 10 377 3T7 11 12 13 14 15 AL SEGM ERA Segrlwnte NIX Retatl 16 ALL SEGMENTS RATED 17 18 19 11210 0737 6,695 926 1,478 95 322 28,559 20 21 22 23 93 N8[RBtatli emy Pipe Sine-Fi 1 1 11,210 8.737 1 7.070 326 1.478 99 322 Nut RB[BtlT -FT 1 29,235 W RVT I-Mlea 5.54 237 Page 429 of 577 Appendix K City of Waterloo Condition Remedial Measures Map 238 Page 430 of 577 AL=com SANITARY SEWER MASTER PLAN EXECUTIVE SUMMARY & ATTACHMENTS FINAL FOR REVIEW DECEMBER 15, 2017 Page 432 of 577 AECOM Sanitary Sewer System Master Plan Waterloo, Iowa EXECUTIVE SUMMARY On October 26, 2015, a Consent Decree executed by the City of Waterloo, Iowa, the United States Department of Justice (DOJ), the Iowa Department of Justice (IDOJ) and the Environmental Protection Agency (EPA) was lodged in United States District Court, Northern District of Iowa Eastern Division. The express purpose of the parties entering into the Consent Decree was for the City of Waterloo to take all necessary measures to achieve full compliance with the provisions of the Clean Water Act (CWA), the Iowa pollution control laws, and all applicable federal and state regulations, as implemented by the City's National Pollutant Discharge Elimination System (NPDES) Permit, with the goal of eliminating sanitary sewer overflows (SSOs), building backups and prohibited bypasses. One of the requirements of the Consent Decree is that the City of Waterloo must study the wastewater collection and pumping systems and prepare a Master Plan of improvements to the system, as described in Appendix 9 of the decree. The Master Plan must: Present the results of the Sanitary Sewer and Pumping Stations Condition Assessment described in Section V.E of the decree, Present the results of the Hydraulic Model described in Section V.F of the decree, Present the results of the Sanitary Sewer and Pumping Stations Capacity Assessment described in Section V.G of the decree, Identify the specific remedial measures the City will undertake to address significant structural issues in the Sanitary Sewer System identified by the Condition Assessment, Identify the specific remedial measures the City will undertake to ensure that there is adequate capacity in the Sanitary Sewer System as defined by the Capacity Assessment, Provide a schedule for implementation of remedial measures in accordance with the Schedule of Remedial Measures requirements contained in the decree, giving priority to actions which will address known SSOs, building backups and prohibited bypasses, and Provide estimated capital, operation and maintenance (O&M), and present-value costs for each identified remedial measure. For each remedial measure, the schedule in the Master Plan will indicate the designated 3-year time block in which the project will be completed, i.e. 2018-2020, 2021-2023, 2024-2026, 2027-2029, 2030-2032. In proposing the timing and order of remedial measures, the Master Plan must set priorities based upon potential for human health and environmental impact risks; frequency and volume of SSOs, building backups and prohibited bypasses; and technical engineering judgment. The remedial measures in the Master Plan must be completed no later than December 31, 2032. SECTION CONTENTS The Master Plan presents the City's plan to address the issues identified in the targeted Sanitary Sewer System Condition Assessment (Appendix 6 of the Consent Decree) and the Sanitary Sewer Capacity Assessment (Appendix 8 of the Consent Decree) and provides the information outlined in the Master Plan Template found in Appendix 9 of the decree. Due to the size of each document, the Master Plan, Condition Assessment Final Report and Capacity Assessment Final Report have been prepared as separate documents. Each of these reports include a description of the guidelines applied in performing analysis of remedial measures alternatives, including those used to select 60532599/400/401/SandarySewer Master Plan/MPTexf.docx E-1 gage TJ 7577 AECOM Sanitary Sewer System Master Plan Waterloo, Iowa monitoring or maintenance results using the cost-benefit approach for the targeted storm conditions outlined in the Sanitary Sewer Capacity Assessment(Appendix 8 of the Consent Decree). WORK COMPLETED TO DATE The Master Plan describes the sanitary sewer system condition-related improvements completed to date. These improvements include the following: Cured-In-Place Pipe (CIPP)and Remedial Measures Phase I Project(2014) CIPP and Remedial Measures Phase 11 Project(2015) Closed Circuit Television (CCTV) Equipment Purchase (2015) CIPP and Remedial Measures Phase 11-A Project(2016) Dry Run Creek Sewer Line Repair Project (2017) The cost of all condition-related sanitary sewer system improvements conducted prior to 2018 is estimated at $6,050,000 (see Table 5-2). The Master Plan describes the sanitary sewer system capacity-related improvements completed to date. These improvements include the following: Foundation Drains Removal Program, which resulted in the disconnection of 2,384 foundation drains from the sanitary sewer system from the onset of the program in 2014 through the end of September 2017. This program would be extended through the 2018 calendar year until all foundation drains are removed from the sanitary sewer system in Service Areas 15 and 16. Removal of storm intakes connected to the sanitary sewer system at the intersection of Grant Avenue and Randolph Street as part of the 2016 Street Reconstruction Program. Removal of storm intakes connected to the sanitary sewer system as part of the 2017 Street Reconstruction Program at the following locations: o Fletcher Avenue at Kingbard Boulevard 0 Wellington Street Between 7t" Street and 9t" Street 0 1000 Block of East 4t" Street Elimination of a cross connection between the storm sewer system and the Airline Highway Lift Station performed by Waste Management Services Department(WMSD) personnel in 2017. The cost of all capacitX-related sanitary sewer system improvements conducted prior to 2018 is estimated at $6,873,000 (see Table 10-2). The cost of all condition- and capacity-related sanitary sewer system improvements completed prior to 2018 is estimated at$12,923,000. WORK PROPOSED FOR MASTER FLAN TIMEFRAME (2018—2032) The Master Plan has been put together based upon combined findings from the Condition and Capacity Assessment Plans developed based upon the requirements of the Consent Decree. As the Master Plan illustrates, major accomplishments have been completed to date that have greatly reduced occurrences of SSOs, building backups and prohibited bypasses. This submittal is proposed to address identified projects that will satisfy the immediate requirements of the Consent Decree and that will continue to reduce the occurrences of SSOs, building backups and prohibited bypasses to acceptable levels with the remainder of the projects planned to carry out the City's CMOM program through the designated 15-year time period. Those projects in bold red 60532599/400/401/SandarySewer Master Plan/MPTeAdocx E-2 gecemb 7 of577 AECOM Sanitary Sewer System Master Plan Waterloo, Iowa have been determined, by means of hydraulic modeling and the Condition and Capacity Assessments, to be necessary to meet the minimum Consent Decree requirements concerning SSOs, building backups and prohibited bypasses. Projects not in bold red are planned to assure long-term conformance in accordance with the CMOM Program. CONDITION-RELATED IMPROVEMENTS The Master Plan describes the sanitary sewer system condition-related improvements proposed for completion between 2018 and 2032. These improvements include the following: CIPP and Remedial Measures Phase III-B Project(2018 -2020) • CIPP and Remedial Measures Phase III-C Project(2018 -2020) CIPP and Remedial Measures Phases IV-A and IV-B Projects (2021 -2026) • Titus (Midland Avenue) Lift Station and Force Main Replacement Project (2018 -2023) Douglas Street Lift Station and Force Main Replacement Project (2018 - 2020) Additional Study/Field Assessments: East and West Side Interceptor Sewers (2018) East Side Interceptor Sewer Project, Phase I (2021 -2023) CIPP and Remedial Measures Phases V-A and V-B Projects (2027-2032) Cattle Congress Lift Station and Force Main Replacement Project(2021 -2023) Park Road Lift Station and Force Main Rehabilitation Project(2021 -2023) East Side Interceptor Sewer Project, Phase II (2024-2026) Garden Avenue Lift Station and Force Main Rehabilitation Project(2024 -2026) Highway 63 South Lift Station and Force Main Replacement Project (2024 - 2026) Webster Lift Station and Force Main Rehabilitation Project(2027 -2029) Cedar Terrace Lift Station and Force Main Replacement Project (2027 - 2029) Hawkeye (Texas Street) Lift Station and Force Main Rehabilitation Project (2027 - 2029) Greenbrier Lift Station and Force Main Replacement Project(2030 - 2032) The cost of all condition-related sanitary sewer system improvements proposed for construction between 2018 and 2032 is estimated at$54,966,000 (see Table 5-2). CAPACITY-RELATED IMPROVEMENTS The Master Plan describes the sanitary sewer system capacity-related improvements proposed for completion between 2018 and 2032. These improvements include the following: • Dry Run Creek Lift Station and Interceptor Project (2018) • Northwest Interceptor Project and Demolition of the Hackett Road Lift Station (2018—21 (NOTE: The Northwest Interceptor Project is still under review. The project design may change, depending on whether it is needed for capacity remediation or condition remediation, or both.) Correcting Deficiencies Identified By Smoke Testing in Service Area 18 (2018 - 2020) 60532599/400/401/SandarySewer Master Plan/MPTexf.docx E-3 gecemb f 577 AECOM Sanitary Sewer System Master Plan Waterloo, Iowa Removal of Storm Intakes Connected to Sanitary Sewers (2018) o Kingbard Boulevard o Woodstock Road o West Mitchell Avenue • Foundation Drains Removal Program (2018) • Removal of Storm Intakes Connected to Sanitary Sewers (2021 -2023) o Courtland Street o Drexel Avenue o Kothe Avenue o West Parker Street o Marlin Court Removal of Storm Intakes Connected to Sanitary Sewers (2024 -2026) 0 Dearborn Avenue 0 State Street 0 Blowers Avenue at Wyoming Street 0 Blowers Avenue at California Street 0 300 Block of Indiana Street 0 300 Block of Butler Avenue Removal of Storm Intakes Connected to Sanitary Sewers (2027 -2029) 0 Columbia Circle 0 Cornwall Avenue The cost of all capacity-related sanitary sewer system improvements proposed for construction between 2018 and 2032 is estimated at$18,015,000 (see Table 10-2). COST TO COMPLY WITH CONSENT DECREE REQUIREMENTS Table 11-1 in Section 11 of the Master Plan illustrates which projects have been determined by means of hydraulic modelling and the condition and capacity assessments to be necessary to meet the minimum Consent Decree requirements concerning SSOs, building backups and prohibited bypasses. The total cost of Master Plan projects needed to meet the minimum requirements of the Consent Decree is estimated to be $18,369,000. TOTAL COST OF CMOM-RELATED PROJECTS Table 11-2, Section 11, illustrates projects which should be conducted as part of the City's CMOM program. The total cost of Master Plan projects related to the City's CMOM Program is estimated at$54,612,000. TOTAL COST OF MASTER PLAN PROJECTS The total cost of all Master Plan projects is estimated to be $72,981,000. SUMMARY TABLE Pre-Master Plan Submittal Projects 2014-2017 $6,050,000 $6,873,000 $12,923,000 Consent Decree Projects 2018-2023 $7,052,000 $11,317,000 $18,369,000 Ongoing CMOM Projects 2018-2032 $47,914,000 $6,698,000 $54,612,000 Total Master Plan Projects 2018-2032 $54,966,000 $18,015,000 $72,981,000 Total Overall Projects 2014-2032 $61,016,000 $24,888,000 $85,904,000 6053259914001401iSandarySewer Master PlaniMPTeAdocx E-4 gecemb 7 of577 AECOM Sanitary Sewer System Master Plan Waterloo, Iowa DEMONSTRATION PERIOD Following completion of the remedial measures required by the Master Plan, the City must demonstrate for one year (the Demonstration Period) that SSOs, building backups and prohibited bypasses caused by a lack of adequate capacity of the sanitary sewer system, or by deficiencies in operations and/or maintenance (O&M), have been eliminated. If, prior to the end of the period for completion of remedial measures anticipated by the Master Plan (i.e., the year 2032), the City concludes that it has made improvements sufficient to eliminate SSOs, building backups and prohibited bypasses caused by a lack of adequate capacity or by deficiencies in O&M, the City may request to commence the one-year Demonstration Period at that time. EARLY TERMINATION OF CONSENT DECREE Based on the City of Waterloo conducting the improvements described in the Sanitary Sewer System Master Plan under the identified timeframes, it is recommended that the City submit a request to commence the one-year Demonstration Period after the calendar year 2023. Following a successful one-year Demonstration Period (2024), the City could petition for termination of the Consent Decree as soon as 2025. 60532599/400/401/SandarySewer Master Plan/MPTexf.docx E-5 gage 4J°/'7577 \ \ \ \ \ L: CL � : CL f f f f ) { B § § § §LU LU LU LU § 6 : \ } 3 \ \ \ _ ¥ « e ! §\ } \ \ ) 5 e j § ! ! ! ! ! Z5 z ■ z ■ k k } \\) LU LU LU LU 2 ( �)\ / ) zLL _ _ { e� , ® !� 0. «§ ){/ ; \ \ \\ ) ) } (\ m o § L § § > , g«w �f| ! ! ! ! k kk \{ _ 023 k)! � I a GI 5I�2 LU w w LU �L�& _ ) k7§q ! Lo \ LL §k �) � \ 00 U) §�0 - \\ k \ _ ` k 8 k \ 0] \ 0� )§ / - i \ (� G o _ e e § e E 0 i) 0 - § ! ! ! ! ;- - « w$k k F-o 0. -o IL _ ] 3 5 5I Ai . . . . . . \\ C99 \ k� } } k§ } } (® �/ E k k ! E ( �( § § LU LU LU LU §\. \ \ } \ : } \ } j } of lm k\\ / ]f 0 }/) \ AECOM Sanitary Sewer System Master Plan Waterloo, Iowa TABLE 5-2 CONDITION REMEDIATION PROJECT LIST AND COST ESTIMATES PRIOR TO 2018 Project Name Completion Service Project Description Actual Cost Date Areas Installation of+/-26,400 LF of Cured-In-Place Pipe CIPP and Remedial (CIPP)and rehabilitation of 184 manholes to restore Measures, Phase I 2014 13, 15& 16 condition of deteriorated sewer segments and $750,000 manholes. Work was primarily performed in Service Areas with excessive infiltration. Installation of+/-67,200 LF of Cured-In-Place Pipe CIPP and Remedial 10, 11, 15& (CIPP)and rehabilitation of 453 manholes to restore Measures, Phase II 2015 16 condition of deteriorated sewer segments and $1,800,000 manholes. Work was primarily performed in Service Areas with excessive infiltration. One completely new CCTV vehicle and equipment and Closed Circuit Televising 2015 All Service the recommissioning of an existing vehicle with new $2,100,000 (CCTV)Equipment Areas CCTV equipment to allow higher quality sewer televising reports in a shorter timeframe. Installation of+/-19,000 LF of Cured-In-Place Pipe CIPP and Remedial (CIPP)and rehabilitation of 993 manholes to restore Measures, Phase III-A 2017 15& 16 condition of deteriorated sewer segments and $1,400,000 manholes. Work was primarily performed in Service Areas with excessive infiltration. Dry Run Creek Sewer Line CIPP repair of a cracked sewer segmentlayingon the Included in Phase III-A Repair 2017 19 bed of Dry Run Creek in the vicinity of 9th Street and CIPP Project Locke Avenue. TOTAL COST OF CONDITION REMEDIAL MEASURES PRIOR TO 2018: $6,050,000 TIMEFRAME: 2018 -2020 Project Name Completion Service Project Description Estimate Cost Date Areas CIPP and Remedial 2018 11, 15, 16, Installation of+/-3,000 LF of Cured-In-Place Pipe $515,000 Measures, Phase III-B 17& 19 (CIPP). CIPP and Remedial 2018 11, 15, 16, Installation of+/-12,000 LF of Cured-In-Place Pipe $409,000 Measures, Phase III-C 17&19 (CIPP). Design of project to replace existing Titus(Midland)Lift Titus(Midland)Lift Station Station and Force Main with a new lift station and new and Force Main Replacement 2018-2020 10 force main discharging to the Park Road LS. $563,000 Design Include on-site emergency generator. Replace existing Douglas Street Lift Station and Force Douglas Street Lift Station Main with a new lift station and force main. and Force Main Replacement 2018-2020 11 $875,000 p Include provisions for hookup of portable emergency generator. Additional Study/Field Internal/CCTV inspection and external pipe structural Assessments: East and 2018 99 testing. $300,000 West Side Interceptor Sewers TOTAL ESTIMATED COST OF CONDITION REMEDIAL MEASURES 2018 -2020: $2,662,000 60532599/400/401/SandarySewer Master Plan/MPText.docx 5-3 gage TJ 7577 AECOM Sanitary Sewer System Master Plan Waterloo, Iowa TABLE 5-2(Continued) 2023 Project Name Completion Service Project Description Estimate Cost Date Areas Construction of project to replace existing Titus Titus(Midland)Lift Station (Midland)Lift Station and Force Main with a new lift and Force Main Replacement 2021 -2023 10 station and new force main discharging to the Park $5,565,000 Construction Road LS. Include on-site emergency generator. East Side Interceptor Sewer, 5,625 LF of new 48-to 54-inch dia. prestressed Phase I-Wet Side to Dry 2021 -2023 99 $8,400,000 Side concrete pipe. Installation of+/-50,000 LF of Cured-In-Place Pipe CIPP and Remedial 2021 -2023 12& 19 (CIPP)and rehabilitation of+/-250 manholes to $3,000,000 Measures, Phase IV-A restore condition of deteriorated sewer segments and manholes. Replace the existing Cattle Congress Lift Station and Force Main with a new,smaller lift station and force Cattle Congress Lift Station 2021 -2023 16 main after completion of the NW Interceptor. $1,304,000 and Force Main Replacement Include provisions for hookup of portable emergency generator. Rehabilitate the existing Park Road Lift Station with Park Road Lift Station and 2021 -2023 11 new pumps and controls. Provide a new force main. $1,782,000 Force Main Rehabilitation Include on-site emergency enerator. TOTAL ESTIMATED COST OF CONDITION REMEDIAL MEASURES 2021 - 2023: $20,051,000 M"111 1111 TIMEFRAME: 2024 -2026 Project Name Completion Service Project Description Estimated Cost Date Areas Installation of+/-50,000 LF of Cured-In-Place Pipe CIPP and Remedial 2024-2026 12& 19 (CIPP)and rehabilitation of+/-250 manholes to $3,000,000 Measures, Phase IV-13 restore condition of deteriorated sewer segments and manholes. East Side Interceptor Sewer, 5,625 LF of new 48-to 54-inch dia. prestressed Phase 11-Wet Side to Dry 2024-2026 99 $8,400,000 Side concrete pipe. Rehabilitate the existing Garden Avenue Lift Station Garden Avenue Lift Station with pumps and controls. Provide a new force and Force Main 2024—2026 16 main. $1,625,000 Rehabilitation Include on-site emergency generator. Replace the existing Highway 63 South Lift Station Highway 63 South Lift and Force Main with a new lift station and force Station and Force Main 2024-2026 18 main. $1,380,000 Replacement Include on-site emergency enerator. TOTAL ESTIMATED COST OF CONDITION REMEDIAL MEASURES 2024 - 2026: $14,405,000 60532599/400/401/SandarySewer Master Plan/MPText.docx 5-4 gage are 7 577 AECOM Sanitary Sewer System Master Plan Waterloo, Iowa TABLE 5-2(Continued) 11 7J Pull ZIF:1 I'll I Miff", Project Name Completion Service Project Description Estimated Cost Date Areas Installation of+/-60,000 LF of Cured-In-Place Pipe CIPP and Remedial 2027-2029 10, 11 & 13 (CIPP)and rehabilitation of+/-250 manholes to $5,000,000 Measures, Phase V-A restore condition of deteriorated sewer segments and manholes. Rehabilitate the existing Webster Lift Station with Webster Lift Station and pumps and controls. Provide a new force main. Force Main Rehabilitation 2027—2029 11 $1,463,000 Include provisions for hookup of portable emergency generator. Replace the existing Cedar Terrace Lift Station and Cedar Terrace Lift Station Force Main with a new lift station and force main. and Force Main 2027—2029 23 $1,910,000 Replacement Include provisions for hookup of portable emergency enerator. Rehabilitate existing Hawkeye Lift Station with new Hawkeye Lift Station and pumps, HVAC, electrical and controls. Provide a Force Main Rehabilitation 2027-2029 23 new force main. $3,114,000 Include on-site emergency enerator. TOTAL ESTIMATED COST OF CONDITION REMEDIAL MEASURES 2027 - 2029: $11,487,000 i2032 Project Name Completion Service Project Description Estimated Cost Date Areas Installation of+/-60,000 LF of Cured-In-Place Pipe CIPP and Remedial 2030-2032 10, 11 & 13 (CIPP)and rehabilitation of+/-250 manholes to $5,000,000 Measures, Phase V-13 restore condition of deteriorated sewer segments and manholes. Replace existing Greenbrier Lift Station and Force Greenbrier Lift Station and Main with a new lift station and force main. Force Main Replacement 2030-2032 10 $1,361,000 Include provisions for hookup of portable emergency generator. TOTAL ESTIMATED COST OF CONDITION REMEDIAL MEASURES 2030 -2032: $6,361,000 NOTE: Project costs were estimated in 2017 dollars,then adjusted to the year in the Completion Date column(or middle year of a 3-year timeframe) using the Capital Amount Factor at 3.0%interest. The cost of Condition Remediation improvements conducted prior to 2018 is estimated at$6,050,000. 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Foundation Drains Removal 2015 15 Disconnection of building foundation drains $4,700,000 Spent Program—Year 2 previously discharging to sanitary sewer system. Through Foundation Drains Removal 2016 16 Disconnection of building foundation drains September 30, 2017 Program—Year 3 previously discharging to sanitary sewers stem. Foundation Drains Removal 2017 16 Disconnection of building foundation drains Program—Year 4 previously discharging to sanitary sewer system. Removal of Storm Sewer Intakes Connected To Sanitary Sewers: Disconnection of storm sewer intakes from FY 2016 Street Reconstruction 2016 17 sanitary sewer system included with 2016 Street $12,000 Program: Reconstruction projects. • Grant Ave. at Randolph St. City Engr. Project Removal of Storm Sewer Intakes Connected To Sanitary Sewers: • Fletcher Ave. (Campbell to Disconnection of storm sewer intakes from Elston) 2017 11, 17& 19 sanitary sewer system included with 2017 Street $2,159,000 • Wellington St., Between Reconstruction projects. W.6th St. and W. 91h St. • 1000 Block of E. 4th St. City Engr. Projects Removal of Storm Sewer Cross Connections: Disconnection of storm sewer cross connection • Airline Highway Lift Station 2017 10 from sanitary sewer system, performed by $2,000 Overflow to Storm Sewer WMSD staff. WMSD Project TOTAL COST OF CAPACITY REMEDIAL MEASURES PRIOR TO 2018: $6,873,000 TIMEFRAME: 2018 -2020 Project Name Completion Service Project Description Estimated Cost Date Areas Dry Run Creek Lift Station and New lift station to supply capacity for growth in Interceptor 2018 19 area served,and new interceptor to divert flows $3,605,000 awayfrom 91Street corridor. Extension of an existing interceptor to provide gravity flow sanitary sewer capacity to areas Northwest Interceptor Phase 1 2018-2020 15& 16 currently served by Hackett Lift Station and Cattle $4,100,000 Congress Lift Station. Option of replacing existing N. Hackett Rd. Lift Station with new lift station and force main also under consideration. Smoke Testing Identified Elimination of storm water inflow sources. Field Deficiencies—Service 2018-2020 18 work conducted by WMSD staff. $265,000 Area 18 Removal of Storm Sewer Intakes Connected To Sanitary Sewers: Disconnection of storm sewer intakes from • Kingbard Blvd. (Fletcher to 2018 19 sanitary sewer system included with 2018-2020 $807,000 Columbia) Street Reconstruction projects. • Woodstock Rd. (W. Ridgeway to Midlothian) City Engr. Projects 6053259914001401iSandarySewer Master PlaniMPText.docx 10-3 gage are 7 577 AECOM Sanitary Sewer System Master Plan Waterloo, Iowa TABLE 10-2 (Continued) TIMEFRAME: 2018 -2020 • , Project Name Completion Service Project Description Estimated Cost Date Areas Removal of Storm Sewer Intakes Connected To Sanitary Sewers: Disconnection of storm sewer cross connection 2020 19 from sanitary sewer system, performed by $68,000 • W. Mitchell Ave. (at WMSD staff. Derbyshire) WMSD Projects Demolition of Hackett Lift Station 2018-2020 15& 16 Demolition of Hackett Lift Station after NW $212,000 Interceptor Sewer Project is complete. Foundation Drains Removal 2018 15& 16 Disconnection of building foundation drains $400,000 Program discharging to sanitary sewers stem. TOTAL ESTIMATED COST OF CAPACITY REMEDIAL MEASURES 2018 - 2020: $9,457,000 TIMEFRAME: 2021 -2023 11111all 1111 Project Name Completion Service Project Description Estimated Cost Date Areas Extension of an existing interceptor to provide gravity flow sanitary sewer capacity to areas Northwest Interceptor Phase II 2021 -2023 15& 16 currently served by Hackett Lift Station and Cattle $3,000,000 Congress Lift Station. Option of replacing existing N. Hackett Rd. Lift Station with new lift station and force main also under consideration. Removal of Storm Sewer Intakes Connected To Sanitary Disconnection of storm sewer intakes from Sewers: 2021 12 sanitary sewer system included with 2021 -2023 $905,000 • Courtland St. (Elm to Rhey) Street Reconstruction projects. City Engineering Project Removal of Storm Sewer Intakes Connected To Sanitary Sewers: • Drexel Ave. (at Reber) Disconnection of storm sewer cross connections • Kothe Ave. (Broadway to 2021 -2023 10, 11, 18 from sanitary sewer system, performed by WMSD $1,322,000 Brees) staff or by low bid contractor. • W. Parker St. (at David and Ackermant) • Marlin Ct. (Dawson to Riehl) WMSD Projects TOTAL ESTIMATED COST OF CAPACITY REMEDIAL MEASURES 2021 -2023: $5,227,000 TIMEFRAME: 2024 -2026 Project Name Completion Service Project Description Estimated Cost Date Areas Removal of Storm Sewer Intakes Connected To Sanitary Sewers: • Dearborn Ave. (at Indiana St.) Disconnection of storm sewer cross connections • State St. (Archer to Cottage 2024-2026 13 from sanitary sewer system, performed by WMSD $2,172,000 Grove) staff or by low bid contractor. • Blowers Ave. (at Wyoming) • Blowers Ave. (at California) • 300 Block Indiana St. • 300 Block Butler Ave. WMSD Projects TOTAL ESTIMATED COST OF CAPACITY REMEDIAL MEASURES 2024 -2026: $2,172,000 6053259914001401iSandarySewer Master PlaniMPText.docx 10-4 gecemb 7 of577 AECOM Sanitary Sewer System Master Plan Waterloo, Iowa TABLE 10-2 (Continued) TIMEFRAME: 2027-2029 Project Name Completion Service Project Description Estimated Cost Date Areas Removal of Storm Sewer Intakes Connected To Sanitary Sewers: Disconnection of storm sewer cross connections 2027—2029 19 from sanitary sewer system, performed by WMSD $1,051,000 • Columbia Cr. (Kingbard to staff or by low bid contractor. W.4tSt.) City En r. Projects Removal of Storm Sewer Intakes Connected To Sanitary Disconnection of storm sewer cross connections Sewers: 2027—2029 19 from sanitary sewer system, performed by WMSD $108,000 • Cornwall Ave. (at Sioux) staff or by low bid contractor. WMSD Projects TOTAL ESTIMATED COST OF CAPACITY REMEDIAL MEASURES 2027 -2029: $1,159,000 Project Name Completion Service Project Description Estimated Cost Date Areas Currently No Projects in This Timeframe TOTAL ESTIMATED COST OF CAPACITY REMEDIAL MEASURES 2030 -2032: $0 NOTE: Project costs were estimated in 2017 dollars, then adjusted to the year in the Completion Date column (or the middle year of a 3-year timeframe)using the Compound Amount Factor at 3.0%interest. The cost of Capacity Remediation improvements conducted prior to 2018 is estimated at$6,873,000. The estimated cost of Capacity Remediation improvements anticipated during the Master Plan timeframe (2018 - 2032) is $18,015,000. 60532599/400/401/SandarySewer Master Plan/MPText.docx 10-5 gage are 7 577 AECOM Sanitary Sewer System MasterPlan Waterloo,Iowa 11 .0 Overall Master Plan 11.1 MASTER PLAN PROJECT LIST Tables 11-1 and 11-2, shown on the following pages, contain summaries of all anticipated sanitary sewer system condition and capacity remediation measures to be conducted during the Master Plan time period (2018-2032). These tables also identify the estimated cost of each project. The projects with estimated costs highlighted in red have been determined by means of Hydraulic Modelling and the Condition and Capacity Assessments to be necessary to meet the minimum Consent Decree requirements concerning SSOs, building backups and prohibited bypasses. The projects with estimated costs highlighted in yellow are needed to assure long-term conformance in accordance with the CMOM Program. Most of the projects highlighted in red are currently under design or implementation. The City of Waterloo is committed to completion of these projects by the end of the year 2023. The projects highlighted in yellow will be conducted in accordance with the City's Capacity Management Operation and Maintenance (CMOM) Program according to the timeframes presented in Table 11-2, as funding allows. 60532599/400/401/Sanitary Sewer Master Plan/MP Text.docx 11-1 December 2017 Page 446 of 577 AECOM Sanitary Sewer System MasterPlan Waterloo,Iowa TABLE 11-1 MASTER PLAN PROJECT LIST AND COST ESTIMATES TO MEET MINIMUM CONSENT DECREE REQUIREMENTS Project Name Completion Service Project Description Estimated Date Areas Cost Consent Decree New lift station to supply capacity Dry Run Creek Lift Station and 2018 19 for growth in area served,and new Interceptor intercertor to divert flows away from 9` Street corridor. CIPP and Remedial Measures, 2018 11, 15, 16, Installation of+/-3,000 LF of Phase III-B 17&19 Cured-In-Place Pipe(CIPP). CIPP and Remedial Measures, 2018 11, 15, 16, Installation of+/-12,000 LF of Phase III-C 17&19 Cured-In-Place Pipe(CIPP). Extension of an existing interceptor to provide gravity flow sanitary sewer capacity to areas currently served by Hackett Lift Northwest Interceptor Phase 1 2018-2020 15&16 Station and Cattle Congress Lift r r r r r Station. Option of replacing existing N. Hackett Rd. Lift Station with new lift station and force main also under consideration. Demolition of Hackett Lift Station Demolition of Hackett Lift Station 2018-2020 15& 16 after NW Interceptor Sewer project r r r is complete. Replace existing Titus(Midland) Lift Station and Force Main with a Titus(Midland)Lift Station and Force new lift station and new force main Main Design 2018-2020 10 discharging to the Park Road LS. oil Include on-site emergency generator. Disconnect Foundation Drains Foundation Drains Removal Program 2018 15& 16 Discharging to Sanitary Sewer r r r r System TOTAL ESTIMATED COST- MASTER PLAN REMEDIAL MEASURES TO MEET MINIMUM CONSENT DECREE REQUIREMENTS: 2018 -2020 TIMEFRAME: 2021 -2023 Project Name Completion Service Project Description Estimated Cost Date Areas Consent Decree Extension of an existing interceptor to provide gravity flow sanitary sewer capacity to areas currently served by Hackett Lift Northwest Interceptor Phase 11 2021 -2023 15&16 Station and Cattle Congress Lift Station. r r r r r Station. Option of replacing existing N. Hackett Rd. Lift Station with new lift station and force main also under consideration. Replace existing Titus(Midland) Lift Station and Force Main with a Titus(Midland)Lift Station and Force new lift station and new force main Main Construction 2021 —2023 10 discharging to the Park Road LS. oil Include on-site emergency generator. TOTAL ESTIMATED COST- MASTER PLAN REMEDIAL MEASURES TC rrr MEET MINIMUM CONSENT DECREE REQUIREMENTS: 2021 -2023 60532599/400/401/Sanitary Sewer Master Plan/MP Text.docx 11-1 December 2017 Page 447 of 577 AECOM Sanitary Sewer System MasterPlan Waterloo,Iowa TABLE 11-1 (Continued) Project Name Completion Service project Description Estimated Cost Date Areas Consent Decree TOTAL ESTIMATED COST— MASTER PLAN REMEDIAL MEASURES TO MEET MINIMUM CONSENT DECREE REQUIREMENTS: 2024 -2026 Project Name Completion Service project Description Estimated Cost Date Areas Consent Decree TOTAL ESTIMATED COST— MASTER PLAN REMEDIAL MEASURES TO MEET MINIMUM CONSENT DECREE REQUIREMENTS: 2027 -2029 i Project Name Completion Service project DescriptionJEs imated Cost Date Areas onsent Decree TOTAL ESTIMATED COST— MASTER PLAN REMEDIAL MEASURES TO MEET MINIMUM CONSENT DECREE REQUIREMENTS: 2030 -2032 OVERALL COST ESTIMATE BREAKDOWN FOR COMPLETION OF MASTER PLAN PROJECTS REQUIRED TO MEET CONSENT DECREE REQUIREMENTS-2018-2032: Estimated Cost Consent Decree 7TOTALIMATED COST—ALL MASTER PLAN REMEDIAL MEASURES INIMUM CONSENT DECREE REQUIREMENTS: 2018 -2032 60532599/400/401/Sanitary Sewer Master Plan/MP Text.docx 11-1 December 2017 Page 448 of 577 AECOM Sanitary Sewer System MasterPlan Waterloo,Iowa TABLE 11-2 MASTER PLAN PROJECT LIST AND COST ESTIMATES IN ACCORDANCE WITH CMOM PROGRAM J& TIMEFRAME: 2018 -2020 Completion Service Estimated Cost CMOM Project Name Date Areas Project Description Program Smoke Testing Identified Elimination of storm water inflow Deficiencies—Service 2018-2020 18 sources. Field work conducted by $265,000 Area 18 WMSD staff. Removal of Storm Sewer Intakes Connected To Sanitary Sewers: Disconnection of storm sewer • Kingbard Blvd. 2018 19 intakes from sanitary sewer $807,000 • Woodstock Rd. system included with 2018-2020 Street Reconstruction projects. City Engr. Projects Removal of Storm Sewer Intakes Connected To Sanitary Sewers: Disconnection of storm sewer • West Mitchell Ave.(at 2020 19 cross connection from sanitary $68,000 Derbyshire) sewer system, performed by WMSD staff. WMSD Projects Replace Douglas Lift Station and Force Main with a new lift station Douglas Lift Station and Force Main 2018-2020 11 and force main. $875,000 Replacement Include provisions for hookup of portable emergency enerator. Additional Study/Field Assessments: Internal/CCTV inspection and East and West Side Interceptor 2018 99 external pipe structural testing. $300,000 Sewers TOTAL ESTIMATED COST— MASTER PLAN REMEDIAL MEASURES IN $2,315,000 ACCORDANCE WITH CMOM PROGRAM: 2018 -2020 Project Name Completion Service Project Description Estimated Cost Date Areas CMOM Program East Side Interceptor Sewer, 2021 -2023 99 5,625 LF of new 54-inch dia. $8,400,000 Phase I-Wet Side to Dry Side prestressed concrete pipe. Installation of+/-50,000 LF of CIPP and Remedial Measures, Cured-In-Place Pipe(CIPP)and Phase IV-A 2021 -2023 12&19 rehabilitation+/-250 manholes to $3,000,000 restore condition of deteriorated sewer segments and manholes. Removal of Storm Sewer Intakes Disconnection of storm sewer Connected To Sanitary Sewers: intakes from sanitary sewer • Courtland St. 2021 -2023 12 system included with 2021 -2023 $905,000 Cit Engineering Project Street Reconstruction projects. Removal of Storm Sewer Intakes Connected To Sanitary Sewers: Disconnection of storm sewer • Drexel Ave. &Reber Ave. cross connections from sanitary • Kothe Ave. 2021 -2023 10, 11, 18 sewer system, performed by $1,322,000 • West Parker St. WMSD staff or by low bid • Marlin Ct. contractor. WMSD Projects 60532599/400/401/Sanitary Sewer Master Plan/MP Text.docx 11-2 December 2017 Page 449 of 577 AECOM Sanitary Sewer System MasterPlan Waterloo,Iowa TABLE 11-2 (Continued) TIMEFRAME: 2021 -2023 ........................ :7V (Continued) JAK_ Project Name Completion Service Project Description Estimated Cost Date Areas CMOM Program Replace the existing Cattle Congress Lift Station and Force Main with a new,smaller lift station Cattle Congress Lift Station and 2021 —2023 16 and force main after completion of $1,304,000 Force Main Replacement the NW Interceptor. Include provisions for hookup of portable emergency enerator. Rehabilitate the existing Park Road Lift Station with new pumps Park Road Lift Station and Force and controls. Provide a new force Main Rehabilitation 2021 —2023 10 main. $1,782,000 Include on-site emergency generator. TOTAL ESTIMATED COST— MASTER PLAN REMEDIAL MEASURES IN $16,713,000 ACCORDANCE WITH CMOM PROGRAM: 2021 -2023 2026 Project Name Completion Service Project Description Estimated Cost Date Areas CMOM Program Installation of+/-50,000 LF of CIPP and Remedial Measures, Cured-In-Place Pipe(CIPP)and Phase IV-B 2024-2026 12& 19 rehabilitation+/-250 manholes to $3,000,000 restore condition of deteriorated sewer segments and manholes. East Side Interceptor Sewer, 2024—2026 99 5,625 LF of 54-inch dia. $8,400,000 Phase II -Wet Side to Dry Side prestressed concrete pipe. Removal of Storm Sewer Intakes Connected To Sanitary Sewers: Dearborn Ave. (at Indiana St.) • State St. (Archer Ave.to Disconnection of storm sewer Butler Ave.) cross connections from sanitary Blowers Ave. (at Wyoming St.) 2024-2026 13 sewer system, performed by $2,172,000 • Blowers Ave. (at California St.) WMSD staff or by low bid • 300 Block Indiana St. contractor. • 300 Block Butler Ave. WMSD Projects Rehabilitate the existing Garden Avenue Lift Station with pumps Garden Ave. Lift Station and and controls. Provide a new force Force Main Rehabilitation 2024—2026 16 main. $1,625,000 Include on-site emergency generator. Replace the existing Highway 63 South Lift Station and Force Main Highway 63 South Lift Station and with a new lift station and force Force Main Replacement 2024—2026 18 main. $1,380,000 Include on-site emergency generator. TOTAL ESTIMATED COST— MASTER PLAN REMEDIAL MEASURES IN $16,577,000 ACCORDANCE WITH CMOM PROGRAM: 2024 -2026 60532599/400/401/Sanitary Sewer Master Plan/MP Text.docx 11-3 December 2017 Page 450 of 577 AECOM Sanitary Sewer System MasterPlan Waterloo,Iowa TABLE 11-2 (Continued) - 1 I I Project Name Completion Service Project Description Estimated Cost Date Areas CMOM Program Installation of+/-60,000 LF of CIPP and Remedial Measures, 10, 11 & Cured-In-Place Pipe(CIPP)and Phase V-A 2027-2029 13 rehabilitation+/-250 manholes to $5,000,000 restore condition of deteriorated sewer segments and manholes. Removal of Storm Sewer Intakes Disconnection of storm sewer Connected To Sanitary Sewers: cross connections from sanitary • Columbia Cr. 2027—2029 19 sewer system, performed by $1,051,000 City Engr. Projects WMSD staff or by low bid contractor. Removal of Storm Sewer Intakes Disconnection of storm sewer Connected To Sanitary Sewers: cross connections from sanitary • Cornwall Ave. 2027—2029 19 sewer system, performed by $108,000 WMSD Projects WMSD staff or by low bid contractor. Rehabilitate existing Hawkeye Lift Station and Force Main with new Hawkeye Lift Station and Force 2027-2029 23 pumps, HVAC, electrical and Main Rehabilitation controls. $3,114,000 Include on-site emergency generator. Rehabilitate existing Webster Lift Station with pumps and controls. Webster Lift Station and Force 2027—2029 11 Provide a new force main. $1,463,000 Main Rehabilitation Include provisions for hookup of portable emergency generator. Replace the existing Cedar Terrace Lift Station and Force Cedar Terrace Lift Station and Main with a new lift station and Force Main Replacement 2027—2029 23 force main. $1,910,000 Include provisions for hookup of portable emergency generator. TOTAL ESTIMATED COST— MASTER PLAN REMEDIAL MEASURES IN $12,646,000 ACCORDANCE WITH CMOM PROGRAM: 2027 -2029 Project Name Completion Service Project Description Estimated Cost Date Areas CMOM Program Installation of+/-60,000 LF of CIPP and Remedial Measures, 10, 11 & Cured-In-Place Pipe(CIPP)and Phase V-132030-2032 13 rehabilitation+/-250 manholes to $5,000,000 restore condition of deteriorated sewer segments and manholes. Replace existing Greenbrier Lift Station and Force Main with a Greenbrier Lift Station and Force 2030—2032 10 new lift station and force main. $1,361,000 Main Replacement Include provisions for hookup of portable emergency generator. TOTAL ESTIMATED COST— MASTER PLAN REMEDIAL MEASURES IN $6,361,000 ACCORDANCE WITH CMOM PROGRAM: 2030 -2032 60532599/400/401/Sanitary Sewer Master Plan/MP Text.docx 11-4 December 2017 Page 451 of 577 AECOM Sanitary Sewer System MasterPlan Waterloo,Iowa TABLE 11-2 (Continued) OVERALL COST ESTIMATE BREAKDOWN FOR COMPLETION OF MASTER PLAN PROJECTS IN ACCORDANCE WITH CMOM PROGRAM-2018-2032: TIMEFRAME: 2018—2032 Estimated Cost CMOM Program TOTAL ESTIMATED COST—ALL MASTER PLAN REMEDIAL MEASURES IN $54,612,000 ACCORDANCE WITH CMOM PROGRAM: 2018 -2032 60532599/400/401/Sanitary Sewer Master Plan/MP Text.docx 11-5 December 2017 Page 452 of 577 AECOM Sanitary Sewer System Master Plan Waterloo,Iowa 12.0 DEMONSTRATION PERIOD AND TERMINATION OF CONSENT DECREE 12.1 DEMONSTRATION PERIOD Following completion of the remedial measures required by the Master Plan, the City shall demonstrate for one year (the Demonstration Period) that SSOs, building backups and prohibited bypasses caused by a lack of adequate capacity of the Sanitary Sewer System, or by deficiencies in operations and/or maintenance (O&M), have been eliminated. If, prior to the end of the period for completion of remedial measures anticipated by the Master Plan (i.e., the year 2032), the City concludes that it has made improvements sufficient to eliminate SSOs, building backups and prohibited bypasses caused by a lack of adequate capacity or by deficiencies in O&M, the City may request to commence the one-year Demonstration Period at that time. The City's request shall be submitted to EPA and IDNR in writing and shall include the City's justification for commencing the Demonstration Period at that earlier date. EPA, after consultation with IDNR, will respond to the City's request in writing and, if EPA determines that the City has made improvements sufficient to achieve the goal described above, will approve the City's request to commence the Demonstration Period prior to the year 2032. During the Demonstration Period, if the City experiences any SSOs, building backups or prohibited bypasses, the City shall report those events, including an explanation of the causes of the incident and any measures the City will take to prevent recurrence of any events caused by a lack of adequate capacity or deficiencies in O&M. For SSOs, building backups or prohibited bypasses caused by a lack of adequate capacity of the sanitary sewer system, or by deficiencies in O&M, EPA may, where warranted, notify the City that the City must prepare and submit a Remedial Plan and Schedule (Remedial Plan)to EPA for review and approval by EPA. When such a Remedial Plan is required: a) The Remedial Plan shall include a schedule for completing the additional measures proposed therein as expeditiously as possible. The City shall complete the Remedial Plan in accordance with the approved schedule and in accordance with sound engineering practices. b) After completion of the projects in the Remedial Plan, the Demonstration Period shall restart and the demonstration provisions of this Section shall again apply for the full period of one year. 12.2 TERMINATION OF CONSENT DECREE After the City has completed the requirements of Paragraphs 13 through 27 of the Consent Decree to include: • Short-Term Remedial Measures (Primarily the Foundation Drains Removal Program), • CMOM Program Requirements, • Sanitary Sewer Overflow Response Program Requirements, • Long-Term Rainfall and Flow Monitoring Program Requirements, Sanitary Sewer System Condition Assessment Final Report, • Hydraulic Model, Sanitary Sewer System Capacity Assessment Final Report, Sanitary Sewer System Master Plan, and the demonstration and elimination of overflow provisions outlined above, and has paid the civil penalties and any accrued stipulated penalties as required by this Consent Decree, the City may serve upon the United States and the State of Iowa a Request for Termination of the Consent Decree. 60532599/400/401/Sanitary Sewer Master Plan/MP Text.docx 12-1 December 2017 Page 453 of 577 AECOM Sanitary Sewer System Master Plan Waterloo,Iowa Following receipt by the United States and the State of Iowa of the City's Request for Termination, the Parties shall confer informally concerning the Request and any disagreement that the Parties may have as to whether the City has satisfactorily complied with the requirements for termination of this Consent Decree. If the United States, after consultation with the State, agrees that the Consent Decree may be terminated, the Parties shall submit, for the Court's approval, a joint stipulation terminating the Consent Decree. 12.3 EARLY TERMINATION OF CONSENT DECREE Based on the City of Waterloo conducting the improvements described in the Sanitary Sewer System Master Plan under the identified timeframes, it is recommended that the City submit a request to commence the one- year Demonstration Period after the calendar year 2023. Following a successful one-year Demonstration Period (2024), the City could petition for termination of the Consent Decree as soon as 2025. 60532599/400/401/Sanitary Sewer Master Plan/MP Text.docx 12-2 December 2017 Page 454 of 577 CITY OF WATERLOO Council Communication Resolution Approving Project No. 19856 and Contract No. 9-I-180-ALO-135 for an Air Service Sustainment Grant from the Iowa Department of Transportation's Office of Aviation for the FY 2018 Air Service Development Program for the marketing and branding of the Waterloo Regional Airport, and Authorize the Mayor to execute said document. City Council Meeting: 12/18/2017 Prepared: 12/11/2017 REVIEWERS: Department Reviewer Action Date Airport Kaspari, Keith Approved 12/11/2017 - 10:19 AM Clerk Office Even, LeAnn Approved 12/12/2017 - 5:12 PM ATTACHMENTS: Description Type ❑ IDOT Marketing Grant Contract Cover Memo ❑ Cover Letter and Marketing Application Cover Memo Resolution Approving Project No. 19856 and Contract No. 9-I-180-ALO- 135 for an Air Service Sustainment Grant from the Iowa Department of SUBJECT: Transportation's Office of Aviation for the FY 2018 Air Service Development Program for the marketing and branding of the Waterloo Regional Airport, and Authorize the Mayor to execute said document. Submitted by: Submitted By: Keith Kaspari. Airport Director Recommended Action: Approve the Grant as requested by Staff, above. Summary Statement: This request by Staff will allow the continued marketing and branding of the Waterloo Regional Airport. Expenditure Required: Total use of funds by IDOT is Not-to-Exceed $28,000. Iowa's Department of Transportation- and their Office ofAvation provides Source of Funds: a total of$28,000 or 80%, whereby the City of Waterloo provides the remaining balance of$7,000 or 20% for a total of$35,000. This request by Staff complies with the City of Waterloo's Strategic Plan, as follows: Policy Issue: Goal No: 1 Goal No: 3, and Strategy Nos: 3.1, 3.3, 3.4, 3.5, and 3.7. Alternative: No alternatives were selected for this request by Staff. This program allows the ongoing marketing and branding of our air service Page 455 of 577 partner. Background Information: S inc e we are in this p erio d o f find ing out what airline will s ervic e Waterlo o beginning on May 1, 2018, - either continue our partnership with American Airlines, or transition to United Airlines, Staff should receive a response shortly after the first of the year. Legal Descriptions: Not Applicable for this request by Staff. Page 456 of 577 IOWA DEPARTMENT OF TRANSPORTATION AGREEMENT FOR THE FISCAL YEAR 2018 AIR SERVICE DEVELOPMENT PROGRAM PROJECT NUMBER: 19856 CONTRACT NUMBER: 9I180AL0135 This is an agreement between the Waterloo Regional Airport (hereinafter referred to as SPONSOR) and the Iowa Department of Transportation (hereinafter referred to as the Iowa DOT) for Air Service Sustainment funding through the Iowa Air Service Development Program, under Iowa Code Section 328.12. Pursuant to the terms of this agreement, and applicable statutes and administrative rules,the Iowa DOT agrees to provide authorized funding to the SPONSOR to help in air service development activities to include: Promotion to sustain and increase capture rates of existing Waterloo area demand for passenger air service using television,print, radio, sponsorship, and digital advertising. In consideration of the foregoing and the mutual promises contained in this agreement,the parties agree to: 1. The SPONSOR shall be the lead agency for carrying out the provisions of this agreement and shall be responsible for the development and completion of air service development initiatives (hereinafter referred to as the PROJECT) in accordance with the FY 2018 Air Service Development Program Description and this agreement. 2. The Iowa DOT shall reimburse the SPONSOR for 80% of eligible PROJECT costs not to exceed $28,000. 3. Funds must be obligated within six months of execution of the grant agreement. Claims for reimbursement with proof of expenditures must be submitted within one year of the date of the obligation of funds. 4. All notices required under this agreement shall be made in writing to the Iowa DOT Office of Aviation and the SPONSOR's contact person. The Office of Aviation's contact shall be Tim McClung (515/239- 1689). The SPONSOR's contact person shall be Keith Kaspari. 5. A report must be filed by the sponsor at the completion of the project providing a summary of how the funds were used and describing the successes and failures of the program. 6. The SPONSOR shall solicit, or have solicited bids, for any work on this project in compliance with all applicable laws, ordinances and administrative rules. Page 1 of 3 Page 457 of 577 FY 2018 Air Service Development Contract Number: 19856 Project Number: 9I180AL0135 7. The SPONSOR shall be responsible for the acceptance of the project. The Iowa DOT reserves the right to review project activities and to audit claims for reimbursement. 8. The SPONSOR shall submit Claims for Reimbursement for eligible PROJECT costs along with a copy of the billing statement and proof of payment to the Iowa DOT. Reimbursements will be made in whole dollars and will be rounded down. 9. The SPONSOR shall comply with all provisions of the equal employment opportunity requirements prohibiting discrimination and requiring affirmative action to assure equal employment opportunity as required by the Iowa Code Chapter 216. No person shall, on the grounds of age, race, creed, sex, color, national origin, religion, or disability, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity for which the SPONSOR receives state funds from the Iowa DOT. 10. The Iowa DOT's obligation hereunder shall cease immediately, without penalty of further payment being required, in any year for which the General Assembly of the State of Iowa fails to make an appropriation or reappropriation to pay such obligations, and the Iowa DOT's obligations hereunder shall cease immediately without penalty of further payment being required at any time where there are not sufficient authorized funds lawfully available to the Iowa DOT to meet such obligations. 11. The Iowa DOT shall give the SPONSOR notice of any termination of funding as soon as practicable after the Iowa DOT becomes aware of the failure of funding for this program. In the event the Iowa DOT provides such notice, the SPONSOR may terminate this agreement or any part thereof. 12. If any part of this agreement is found to be void and unenforceable then the remaining provisions of this agreement shall remain in effect. 13. This agreement is not assignable without the prior written consent of the Iowa DOT. 14. It is the intent of both parties that no third party beneficiaries be created by this agreement. 15. This agreement shall be executed and delivered in two or more copies, each of which so executed and delivered shall be deemed to be an original and shall constitute but one and the same instrument. 16. This agreement constitutes the entire agreement between the Iowa DOT and the SPONSOR concerning this PROJECT. Representations made prior to the signing of this agreement axe not binding, and neither party has relied upon conflicting representations in entering into this agreement. Any change or alteration to the terms of this agreement must be made in the form of an addendum to this agreement. Said addendum shall become effective only upon written approval of the Iowa DOT and the SPONSOR. Page 2 of 3 Page 458 of 577 FY 2018 Air Service Development Contract Number: 19856 Project Number: 9I180ALO135 EXECUTION OF THE AGREEMENT: In witness whereof, each of the authorized parties hereto has executed this Agreement as of the date shown with its signature below. This Agreement must be executed by the SPONSOR within 60 days of the date the agreement was signed by the Iowa DOT. SPONSOR: Signed this day of , 2017 B , By: y: Authorized Sponsor Representative Ai ager IOWA DEPARTMENT OF TRANSPORTATION: Signed this 30th day of November,2017 By: Stuart Anderson, P.E., Director Planning, Programming, and Modal Division Page 3 of 3 Page 459 of 577 WATERLOO A.! h�)R' CRUISE A NEW ALTITUDE October 30, 2017 IOWA DEPARTMENT OF TRANSPORTATION - Office of Aviation Attn: Mr. Tim McClung,Planning and Outreach Manager 800 Lincoln Way Ames, IA 50010 VIA ENIA EL: Tim.McClungaa_,dotJowa._Zov RE: IDOT Office of Aviation—FY-2018.Air Service Development]Program Grant-ALO Dear Mr. McClung- Similar to this most recently completed Fiscal Year 2017 application year, please find attached an original copy of the multi-pronged proposal for the FY-2018 request for the Air Service Sustainment Grant for the City of Waterloo and Waterloo Regional Airport. ALO had a wonderful year in partnership with numerous media partners - KWWL Television (our local NBC-TV affiliate including their E-branding via their website), The Waterloo — Cedar Falls Courier Daily Newspaper including their Electronic Media Division Amplified Digital, multiple radio partners (NRG Media, Coloff Media, Waterloo Broadcasting and KBOL Radio), and the Alumni Association with the University of Northern Iowa, and others as you'll see in the use of funds description. As communicated to your office the recent press release, Waterloo has seen passengers from 52 of Iowa's 99 counties, and from approximately 33 different states. Therefore, I believe a very positive sign that the marketing funds work for expanding our airport and airline footprint. However, while the media partnerships have been deemed a success, on the tracking of outbound and inbound passengers, we've experienced some checked air service due to the implementation of the CRI- 200 aircraft by American Airlines with service by SkyWest Airlines. As you know, SkyWest Airlines provides regional air service to the following Mainline Carriers: American,United, Delta and Alaska_ For this next year, and as you'll see below, ALO wants to continue partnering with the above media agencies, but also to other radio stations due to the expanded demographics that listen to a wide variety of Waterloo and Cedar Falls radio stations. 2790.L. ivingston Ln Waterloo 1A 50703 P: 319-291-4483 F: 319-291-4250 www.FlyALO.co n • ,' "e ":= :: r Page 2-IDO'T-Tim M. . However,.I would also like to expand our outreach even further on the UNI campus, but as funds allow, work towards roadside billboards, and.possibly, local and area movie theatres with a 30-second commercial. Of Note: Both roadside billboard and Movie Theatre marketing may have to wait until the anticipated use of some EOY funds via my department budget. Lastly, I believe that Waterloo (as a community) will soon make a decision on a carrier to serve the market, as we've had interest by more than one airline for the 2-year term beginning on May 1,2018. We received two proposals,as follows: American Airlines: Same level of service we have today.Twice Daily Service to Chicago O'Hare. (1-Flight on Saturdays) Subsidy Require.mefit X1;727,411 SkyWest Airlines: United Airlines: Option A-Twice Daily Service to Chicago. (1-Flight on Saturdays) Subsidy:Requirement: $1,896,382 United Airlines: Option S—One Daily Flight to both Chicago and Denver Subsidy Requirement: $2,647,800 Once this decision is made, I'll notify your office. The deadline for the community to notify the USDOT office is Monday, November 20'h. So, 1 believe you will find everything in order. The original copy of the application will be arriving to your office via standard mail. I would like to take a minute to say thank you for the on-going support of IDOT's numerous programs— including this grant program, for Waterloo Regional Airport—as the sustainment grant funds have made a very positive difference. Certainly, in these difficult budgetary times for the State of Iowa, I do hope that the grant program continues. If you have any questions on any of the above, please call me at 319-291-4483, or via entail at: kditb.kas • ri(a),waterloo-ia.011 This a itca#iau ww be hand carried to your attention via Shane Wright of your office. f Si cerel c Keith D.KaspK-,, PA, C.M. Director of Avi Attachment: (2)Grant Application,Description of Funds&True Market Study cc: FY-2018 sustainment Grant Project File z»k,.. ^.�•saan .ria. ,c.�,. +„-sAis. Q610WADUT Office of Aviation Air Service Development Program Application Fiscal Year 2018 Airport Name. Waterloo Regional Airport Airport Sponsor Name: The City of Waterloo, Iowa. Contact Person: Keith Kaspari Title: Airport Director Project Name Total Project State Amount Percent State Local Share Amount Requested Share FY-2018 .Marketing Program and/or Campaign for Waterloo Regional $35,000 $28,000 S0% 20% Airport. Type of project? X Sustainment only(Max 80% State Share up to$28,000) Enhancement (See program description) ** Please attach a detailed project description and work plan to the application that outlines proposed expenditures for the project. Applications for the Air Service Enhancement Program should also address the specific items identified in the Air Service Development Program Description. ** A Minority I pact Statement (Form 105101) must accompany the application. The Sponsor certifies that the i fp ation contained with this application is accurate and complete to the best of his/her kno ledg . Director of Aviation SignaVare of Aut _ d Sponsor Representative Title: Keith D. Kaspari, MPA, C.M. October 30, 2017 Printed Name Date: Please mail application to: Iowa Department of Transportation Office of Aviation Attn: Tim McClung 800 Lincoln Way Ames, Iowa 50010 For further information, contact Tim McClung at 515-239-1689 or e-mail tim.mcclung,c.iowadot.us Page 462 of 577 Iowa Department of'Cram Cation Form 105101 (03-09) MINORITY IMPACT STATEMENT Pursuant to 2008 Iowa Acts, HF 2393, Iowa Code Section 8.11, all grant applications submitted to the State of Iowa which are due beginning January 1, 2009 shall include a Minority impact Statement. This is the state's mechanism to require grant applicants to consider the potential impact of the grant project's proposed programs or policies on minority groups. Please choose the statement(s) that pertains to this grant application. Complete all the information requested for the chosen statement(s). ❑ The proposed grant project programs or policies could have a disproportionate or unique positive impact on minority persons. Describe the positive impact expected from this project Indicate which group is impacted-. ❑ Women ❑ Persons with a Disability ❑ Blacks ❑ Latinos ❑ Asians ❑ Pacific Islanders ❑ American Indians ❑ Alaskan Native Americans ❑ Other ❑ The proposed grant project programs or policies could have a disproportionate or unique negative impact on minority persons. Describe the negative impact expected from this project Present the rationale for the existence of the proposed program or policy. Provide evidence of consultation of representatives of the minority groups impacted. Indicate which group is impacted: ❑ Women ❑ Persons with a Disability ❑ Blacks ❑ Latinos ❑ Asians ❑ Pacific Islanders ❑ American Indians ❑ Alaskan Native Americans ❑ Other ❑ The proposed grant project programs or policies are not expected to have a disproportionate or unique impact on minority persons. *Present the rationale for determining no impact_ I hereby certify that the information on this f rm is complete and accurate to the best of my knowledge: Name: Keith Kas orif S Title: / age 463 of 577 AiMort Director Definitions "Minority Persons", as defined in Iowa Cade Section 8.11, mean individuals who are women, persons with a disability, Blacks, Latinos, Asians or Pacific Islanders, American Indians, and Alaskan Native Americans. "Disability", as defined in Iowa Code Section 15.102, subsection 5, paragraph "b", subparagraph (1): b. As used in this subsection: (1) "Disability"means, with respect to an individual, a physical or mental impairment that substantially limits one or more of the major life activities of the individual, a record of physical or mental impairment that substantially limits one or more of the major life activities of the individual, or being regarded as an individual with a physical or mental impairment that substantially limits one or more of the major life activities of the individual. "Disability"does not include any of the following: (a) Homosexuality or bisexuality. (b) Transvestism, transsexualism, pedophilia, exhibitionism, voyeurism, gender identity disorders not resulting from physical impairments or other sexual behavior disorders. (c) Compulsive gambling, kleptomania, or pyromania. (d) Psychoactive substance abuse disorders resulting from current illegal use of drugs. "State Agency", as defined in Iowa Code Section 8.11, means a department, board, bureau, commission, or other agency or authority of the State of Iowa. Page 464 of 577 La 1)0 Of-h ccoi'Aviatio. .ij-Service I)cvz1_�P3r��rn� I'r�r�ern� r?�>:c�i;,Ei�a, 5ei�t4rril;:r_2i):y 2018 Air Service Development Program Air Service Development Program Description The 2018 Iowa Air Service Development (ASD) program consists of two funding categories with the goals of sustaining and enhancing air service at commercial airports in Iowa. Program categories include: Category t: Air Service Sustainment The Air Service Sustainment program will fund up to 80% of $35,000 in Sustainment projects for sustaining (or increasing) capture rates of existing demand in the market area through ongoing marketing, advocacy, and educational efforts. Funds may also be used to leverage local and federal dollars toward the collection of data, additional studies, or matching funds for federal grants such as the Small Community Air Service Development Program (SCASDP). Local match will be 20%, so the state share on a $35,000 project could be as much as $28,000. Applications will be accepted through this annual application process. Program Eli ibili Criteria ■ Eligible sponsors are those Iowa airports currently receiving scheduled commercial air service. a State funding is available on projects up to $35,000. Airport sponsors must provide proof of a 20% local match. Maximum state share is $28,000. m Airports must apply for funding using the Air Service Development Program Application. A detailed project description and work plan should be attached to the application that outlines proposed ex enditures for the project. All funding will be administered with reimbursements through a written grant agreement between the Iowa DOT Office of Aviation and the sponsor. m Funds must be obligated within six months of execution of the grant agreement. Reimbursement with proof of expenditures must be provided within one year of the date of the obligation of funds. A report must be filed by the sponsor at the completion of the project providing a summary of how the funds were used and describing the successes and failures of the program. Page 1 of') Page 465 of 577 ltm-i 1,01 WI-1ce oCAVi"ai'il. r ticn icc 1.11c\ I;,I PD".•'i it I ....,. Sepl amlvl' 21"M) Category 2: Air Service Enhancement The Air Service Enhancement program offers a pool of money that can be accessed by commercial service airports in. Iowa on an as-needed basis when opportunities for air service enhancements arise that require financial incentives, market entry support, air service or data analysis studies. The goal is to increase air service options for the traveling public, as well as the competitiveness of air service in Iowa through any or a combination of, 1) Service on new routes; 2) Entry of a new carrier into a market, and; 3) Increasing seat capacity with larger aircraft or increased flight frequencies. Program Eligibility Criteria ® Eligible sponsors are those Iowa airports currently receiving scheduled commercial air service. ® Grant offers are limited to a cap of 40% of unobligated funds per airport for any one-year period. Airports will need to check with the Office of Aviation for funding availability prior to submitting applications for funding. Airports must apply for funding using the Air Service Development program Application and provide an attached description of how enhancement funding will be used. Descriptions must include: 1. Proposed service enhancement(s); 2. How the service enhancement(s)will assist the airport in retaining a higher percentage of travelers in its existing market area; 3. Why enhancements are needed and any benefits that will result; 4. Name of the airline and regional partners involved in the new service; 5. Proposed route that will be served and if it is new service; 6. Impact on weekly seat capacity at the airport; 7. .Projected annual enplanement increase; S. Impact on passenger leakage to airports outside of Iowa; 9. How the new service is expected to impact existing service and airfares; 10. How the new or enhanced service will affect the economic impact of the airport 11. How the new or enhanced service will affect airport revenues and funding streams; 12. The amount of state funding being requested,and 13. Local funding amounts, sources, and in-kind community participation_ n Sponsors must provide a significant local match. m Funding prioritization will be given to initiatives aimed at lowering the cost of air travel in the airport's market. Page 2 of 3 Page 466 of 577 Iowa 1)0'1 01'i-;a-o€ ;AtitiLio3. 1 epicnihei 201ti ,i All funding will be administered with reimbursements through a written grant agreement between the Iowa DOT Office of Aviation and the sponsor. m Funds must be obligated within six months of execution of the grant agreement. Reimbursement with proof of expenditures must be provided within one year of the date of the obligation of funds. A report must be filed by the sponsor at the completion of the project providing a summary of how the funds were used and describing the successes and failures of the program. Page 3 of 3 Page 467 of 577 WATERLOO RLC-,[ONAL /�1U`)` _,. CRUSE A NEW ALTITUDE Project.Descriptions For The Use of FY-2018 IDOT Funds Waterloo Regional Airport is applying for$28,000 of IDOT Air Service Sustainment Program funds, whereby the City of Waterloo dba Waterloo Regional Airport will provide local matching funds at 20% or $7,000, for a total of $35,000 in assistance for marketing the airport and our current air service provider — American Airlines (Envoy). A possible change in airlines serving Waterloo could occur to replace American Airlines pending the outcome of the EAS bid opportunity by the USDOT. If this occurs,a new carrier would begin on or about May 1,2018. For FY-2018, Waterloo Regional Airport requests the support of IDOT's Office of Aviation to allow airport staff to proceed with the following campaign as noted below and in the following pages: General Summary for the Use_of-Funds The funds used will be to continue an awareness, education and branding effort of the airport to the public within a 14 County Region of Northeast Iowa. Airport Staff uses the following NE Iowa Counties as our unofficial"catchment area"for passengers: The Below Listed 14 Counties Reflect a Total of Nearly 365,000(364,748) NE Iowa Residents and/or Potential Passengers Benton 25,308 Black Hawk 128,012 Bremer 23,325 Buchanan 21,093 Butler 15,305 Chickasaw 13,095 Delaware 18,404 Fayette 22,008 Floyd 16,900 Grundy 12,369 Franklin 10,704 Hardin 18,812 Tama 18,103 Winneshiek 21,310 2790 Livingston Ln -.Waterloo [A 50703 P: 319-291-4483 F: 319-291-4250 www.HyALO.com SUMMARYOF PASSENGER CATCR RENT AREA With the above listed 14 counties, this would provide a potential total of 365,000 NE Iowa residents or potential passengers that could use Waterloo Regional Airport for their access to the National Air Transportation System. With continued branding and exposure of the Waterloo Regional Airport — including maintaining a competitive rate structure for leisure, business and walk-up airfares for both domestic or international travel, in the larger urban and more rural areas outside of the Waterloo and Cedar Falls "Metro" areas, should continue to enhance our exposure to passengers outside of Black Hawk County and to allow us to be more competitive with the larger airports of Moline-Quad Cities, Cedar Rapids and Des Moines. These funds, then, will be used to market the airport to sustain and increase capture rates of existing demand through ongoing marketing of our airport and our lone air carrier — American Airlines (Envoy), or other per the current EAS bid opportunity (see cover letter). American provides twice daily service to Chicago O'Hare (Except Saturday). Marketing- fluids will be used for television, radio, print, related associations on the campus of the University of Northern Iowa---and the continued use of both digital advertising and social media via active Twitter and Facebook accounts. These ads will stress the importance of checking fares from ALO first, before booking from other larger regional and international airports both inside and outside of Iowa. Currently, ALO's leisure fares are very competitive with other Iowa airports - yet could still use some adjustment to some international destinations — Ex: Cancun), yet it's our business-class and walk-up fares that need significant adjustment in contrast with other regional (Quad Cities, Cedar Rapids and Des Moines) and International (MSP) airport competition. Additionally, it would be the intent of Airport Staff to have more of a visible and electronic impact on the campus of the University of Northern Iowa. With a campus community comprising of nearly 12,000 students, Staff, faculty and General Employees, there could be a community of possibly 15,000 potential passengers that could over the course of the calendar year, have a need to access the National Air Transportation System for either business or leisure travel, in addition to 80,000 + UNI Alumni. Therefore, my intent is to gain more exposure via the printed and electronic student newspaper, the Northern Iowan, in addition to the UNI Alumni Association, this would be a good. way to continue to gain an increased level of exposure on this campus community. Example: For CY-2016,.we exceeded 25,000 passengers (25,322). Being very optimistic, and again using the above 14-County Passenger Catchment area, if for example, we can sustain or incrementally grow that level of ridership with an annual, for example 2.0% to 3.0% increase, yet, witha. consistent marketing message and capture a conservative 10 or eexz better, a 2a0% increase of new passengers within our total of residents as described above, would provide an additional 36;500, or potentially 73,000 "new"passengers using the airport. If this occurred, I'm confident that Waterloo would no longer require the need for an annual subsidy to a carrier like American or United Airlines, and could support financially self-sustaining air service—with the potential to more than one hub. However, if we do make a change of airlines, from the current carrier of American, to a potential replacement carrier such as United, beginning with a 2-year term of May 1, 2018 thru April 30", 2020, we will then need to make a change of branding strategy. TELEVISION MEDIA Of the $35,000, approximately $15,000 will be used for advertisements on KWWL television (local NBC Affiliate) and ME TV, along with their website www.KWWE.,.com. Airport Staff has developed a very positive relationship with officials at KWWL, and received In-Kind Support with a $2 to $1 ratio KWWL officials resulting in an increased awareness of area passengers using the airport as ALO, has, in through September of 2017 experienced 8 of the 9 months with outbound passenger numbers exceeding 2,000+. Of note: KWWL officials are continuing their support with a 2:1 match for every dollar that we expend, therefore, with the anticipated allocation of$15,000, we are expecting a total spend effort of approximately$45,000. PST MEDIA The Courier (Daily Newspaper): Much like the description of assistance and support as noted above with KWWL-TV, an approximate $15,000 ($13,000 / $2,000) will be used for both print advertisements Sunday thru Friday (there is no Saturday issue) with The Waterloo-Cedar Valls "The Courier" daily newspaper in addition to the monthly issue of the Cedar Valley Business Monthly. We have enjoyed an.excellent working relationship with members of The Courier Staff, in addition to their"Amplified Digital" division allowing us to continue a positive Social Media campaign with operational "Twitter" and "Facebook" accounts. ,,. y tv�is.._„iia This on-going venture into Social Media allows Airport Staff to respond ASAP; for example, when seeing Facebook.posts, Passenger Check-Ins, Posting of Pictures (Honor Flights, Etc.) regarding either positive or negative posts. Additionally, and aside from the Social Media exposure, the creative-team on The Courier Staff have been excellent to work with so I look forward to working with them to continue the outreach and branding of the airport to both newsprint and E-customers / subscribers. The Courier has also developed an "800" number for us .(80.6 500 5209) that goes directly to American Airlines' 800-433-7300 reservation sales line, allowing Courier Staff to track the success of this 866 phone number. Cedar Valley Memories —III (Silver Sponsorship) Of the above noted $15,000, $2,000 of which — The Courier is providing a special fall promotion that for an amount of $2,000, of which there are only five (5) sponsorship opportunities available, provides for the following: 1. Front of the Book Acknowledgement (Value: $2,500); 2. Advertorial in the Back of the Book(Last Page—with a$1,600 value) 3. Logo in the Newspaper Ad. Campaign 1/4 page size ad, with a frequency of 3x/week for a period of 12 weeks. Courier Staff is receptive to extending this to once or twice per week for 24 or 36 weeks. Keeps ALO's logo front and center on a bi-weekly or weekly frequency. (Value: $32,000). 4_ Newspaper Digital Impressions: Qty: 25,000. (Value: $750.) 5. Dedicated Ad Campaign: Full Color Dedicated Ad for Sponsor in The Courier. This will be a 1/4 Size Page Ad. (Value: $1,000). 6. Complimentary copies of the book_ 5 copies offered. Since I would only need 1, 1 would request an exchange of the balance for additional digital impressions. I oa1l Vlrr $37;850: 'my ^,^ t:�.�tz,e u o- fi.. zk.�.,� "m',.F•� ._:: '4aa��.sx, +.. r..a1ti�' a �::.�,.-�:.a -d>m.��w:,iae� ,#3�7mom?.. The Northern Iowan: This would be a new newsprint entrant for Waterloo Regional Airport to expand its newsprint media footprint in addition to their electronic newspaper on the campus of the University of Northern Iowa. Funds expended would be approximately $2,000. Michele Smith, Manager of the University Newspaper, has agreed to provide a 1:1 match, allowing the airport to see a total of$4,000 of promotional ads to the paper in addition to their website: www.nor-therniowain.eorn UNI Alumni Association: This is the monthly E-Newsletter of the UNI Alumni Association. This would be an ad in preparation for the E-Newsletters as sent out to all UNI Alumni and Friends of the university on a monthly basis. This E-blast by the Alumni Association, would broadcast between 63,000 and 80,000+ email recipients as noted above, with figures as provided by the UNI Alumni Staff. Funding would be limited to a NTE amount of$2,000. According to Staff from the Alumni Association, the Association has never had an external advertiser with the E-Newsletter, so this agreement between the Association and Waterloo Regional Airport would be an excellent opportunity to take advantage of the ability to reach upwards of 80,000+ alumni and friends on a monthly basis x 10-months, for broadcasting university news and campus events. UNI Alumni officials have also committed to: 1. A Social Media post on a monthly frequency;and,STAT—Students Today Alumni Tomorrow_ UPDATE. ''prom ,conversations..that.'I've received from Staff with the Alumni Association, the communication received from various Alumni Coozdinators.throughout their travels,was such that they did not even k6ow. that waterloo had anairport,so when Alumni travel back to the campus for campus events Ex:.Haax3ecoznzngj, eve hope to be'able to..expl.61that'and bring more Alumni back.to campus when traveiuig by sur, asthedul'd air service from Waterloo. Soul 'Town: Staff is requesting the allocation of 51,000 to this new Website and Magazine venture. As a Bronze advertising sponsor (Bronze + for an additional $50.00 per quarter, Soul Town will include additional "Added Value" with monthly '/ or Full page ad in contrast with a 1/3 size ad. e This would be a new venture into a local magazine ad that is new to the Waterloo community as of January of 2017. I � �r > es This magazine and website promotes and provides a voice and medium to the area's African American community. s, _ � �= E ���'�'`-.� �s,�-�'�'. ._gas. *�✓,�.'" �.z-' �� ��s�,�, e'._.'�s.=. .,,:��' -:�" .�ecam-� '' o-�3�`�- �" - ,.� ,� � rx Whereas with additional funds via the airport department's operating budget, will be used to place advertisements on local radio stations, as follows: NRG Media: Staff is requesting to allocate $5,006. NRG officials zs',addrng an acldltioral $2;850 of "Added Value" on KXEL for broadcasAh t spots from I ecerrrber J thru AQ.; (11:total). Airport Staff plans on conimitting the:above dollars to their AM`1540:Radio IS As of the date of this application, I have tentatively agreed — and pending final approval by IDOT for this grant application, to serve as a Pre-Game Sponsor to 30-Men's Basketball games in their 2017/2018 schedule. Since the Men's BB Season begins on November 17th, they will not begin until the grant document is signed. A. KWLO (107.3 The Party); B. KXEL (ANI.1540 News, Sports Talk and UNI Men's BB Sponsorship); C. KFMW (Rock 108); and, D. KOKZ (Classic Hits). Exa W 4 What I was able to do last year, was to dedicate a limited amount of funds to promote UNI Men's Basketball as one of only three pre-game sponsors. These sponsorships have already been reserved As you may know, with KXEL's broadcasting power, the UNI Men's BB team has a sizable listening audience and reach with broadcasting exposure to as far as Ankeny, and the northern border of Ides Moines, and other geographic areas of Central and Southeast Iowa. Coloff`Media & Cedar Valley Broadcasting. Staff is requesting to allocate $4,000 for the promotion of the airport thru their following station line-up: 1650 The Fan. (ESPN) / 1250 AM and 105.1 FM Crusin' KCFI Real Oldies, and 93.5 The Mix. Of note, Coloff Media actually exceeds the commitment beyond the 2:1 match such as what other media partners are providing. Coloff Media has agreed to again provide "Added Value" (see attached), to the funds expended by the.Airport under this Grant Project. T�fia value dot the &.1b.unpgFY 2017: $19,652 x'g'=" �, .ops "-,uT wx ,..�'' � ,r w =� r2^' ;.:, 'E� �r'%� ., '. �*-`�"� `„".'�" x, s"y�.' 1-h F r Waterloo Broadcasting: Funds expended would be approximately $3,000, and we are anticipating a Value Added Match, with a message on their AM radio station that has a wide-area (see attached) for their listening audience as noted below, with a News-Talk, and both local and Iowa-based Sports talk format. A. 98.5 (Country); B_ 97.7 (Classic Rock); C. AM 950 KOEL (News); and, D. Q92.3 (Mix Radio). During, for example, FY-2015 17, 1 used approximately $3,000 for the branding of the airport on AM Radio 950 — KOEL, as this is the farm station regarding our NE Iowa agricultural economy. A side benefit of working with KOEL, is that they have a sizeable listening audience that reaches into areas as far south as Iowa City and just north of Ames, to reaching close to Mankato, Rochester, La Crosse, and east to Dubuque. FM Radio - KBOL 10001 Expo This would be a repeat radio partner for Waterloo Regional Airport for FY- 2018, and to expand its media and radio footprint. Funds expended would be approximately $2,000. KBOL radio officials is providing a 7:1 match--that will allow us to provide an enhanced and much extended reach to a listening audience that we have only 1-years history with — thereby a positive sign that our marketing campaign has the ability to reach many diverse groups of local and area citizens. Deffioeraphicso This radio station promotes music to the area's diverse African American community. KBBG Radio. Exa � da. This would be a new radio partner for Waterloo Regional Airport for FY- 2018, and to expand its media and radio footprint. Funds expended would be approximately $2,000. KBOL radio officials is providing a 7:1 match--that will allow us to provide an enhanced reach to a listening audience that we have not reached before. lolcs' This radio station promotes music to the area's diverse African American community. ��.4 Embarq of Waterloo Ethnic Minorities of Burma and Resource Center (Franmbaxna axg' Buena is one of the most diverse countries in the world, with S main groups and in excess of 100 sub-groups. Embarq estimates that approximately 4,000 refugees have come to Iowa as secondary migrants looking for work in the past three (3) years. Locally, Burmese immigrants have historically been associated with working at Iowa's meat packing industry in cities, such as: Columbus Junction, Marshalltown, Storm. Lake, Postville, and Waterloo. (ernbarciowaoorg) Waterloo and Airport officials believe that it is prudent to expend a minimum of financial resources to promote the airport to this demographic of Waterloo area residents. Airport Staff is looking to propose a minimum of$1,000 to this group of residents as an event sponsor, newsletter supporter, etc. No More Information This Page •w. .. ��xy � .:r.,�- '� -�. ".�"� `r-�, �� - r_��moi'�__�� �� s-,,� ^;..�"s , � ,r &[ '?„sg r w.r�, `'.,�,_.�3 v". GENERAL SUMMARY FOR EXPENDITURE OF FUNDS Newsprint,Magazines a& Associations I. KWWL dews (NBC Affiliate) $15,000. 2. The Courier(Daily Newspaper) $13,000. 3. The Courier(CV Memories)-- Silver Sponsorship $ 2,000. 4. The Norther Iowan (UNI Campus Newspaper) $ 2,000. 5_ UNI Today(Quarterly UNI Alumni Association) $ 2,000. 6. Soul Town—Magazine and E-Newsletter(Bronze— 12 Issues) 1,000. Sufi Total: $351poo Area Radio &Associations Note: The Following Funds will be expended solely with Department Funds I. NRG Media—AM 1540 KXEL $ 5,000. 2, Coloff Media Cedar Valley Broadcasting $4,000. AM 1650 —The Fan,FM 93.5 The Mix,AM 1250 KCFI,FM 105.1 KCFI 3. Waterloo Broadcasting- 950 AM KOEL $ 3,000. 4. KBOL Radio- 100-1 FM $ 2,000. 5. KBBG Radio - 88.1 FM $2,000. 6. Finbarq $ 1,000. Sub-Total: $17,000 Annual Area Events and Misc.Purchases I. Annual Chamber Dinner—Airline Gift Card $ 500. 2. Annual Chamber Event Strictly Business &Table Cover $ 500. 3_ NE Iowa Shopper 3-Dual Dates x 2 (ea. @$145) $ 435. 4, Airport Logo Gear&Wearables $ 250. 5. Year to Date Already Spent $ 650. 6. As of October 31;2017,funds yet to be expended 665. Sub-Total: $3,000. Marketing Funding—Breakdown Department Budget $ 37,000. Taxiway C Financing Plan(Required by CFO for completing local match) $ -10,000. Sub Total $ 27,000. IDO`f 20%Match - 7.000_ Sub-Total $ 20,000_ Radio and Associations X17,000. -Sub-Total $ 3,000. Annual Area Events and Misc. Purchases $ -3,000. Sub Total $ 0. ISHENEEM GENERAL TOTALS FOR LOCAL AND MATCHING FUNDS Television and Newsprint (E-Newsletter) 1. KWWL News (NBC Affiliate) - $45,000. 2. The Courier Daily Newspaper- $39,000. 3. The Courier (Cedar Valley Memories) - $37,850 4. The Northern Iowan (UNI Campus Newspaper) - $ 4,000. 5. UNI Alumni Association (Monthly E-Newsletter) - $ 4,000. Sub-Total: $. 129,850. Radio 1. Cedar Valley Broadcasting (Coloff Media) $19,652. 2. Waterloo Broadcasting - $ 3,000. 3. NRG Media- $ 6,000.. 4. KBOL Radio - $ 9,000. 5. KBBG Radio - $ 4,000. 6. Embarq- $ 1,000. Sub-Total: $421652. Annual Area Events and Misc. Purchases Sub-Total: $ 3,000. Total Campaign Value® $175,502.0 . M "' R.4 a""# - 'I' "` '.' ';'.-.. �. NONE= NMI CITY OF WATERLOO Council Communication Resolution approving a Professional Services Agreement with AECOM Technical Services of Waterloo, Iowa in the amount of$57,850, in conjunction with the FY 2018 projects at Waterloo Regional Airport, and authorize the Mayor to execute said document. City Council Meeting: 12/18/2017 Prepared: 12/13/2017 REVIEWERS: Department Reviewer Action Date Airport Kaspari, Keith Approved 12/13/2017 - 12:51 PM Clerk Office Even, LeAnn Approved 12/13/2017 - 3:03 PM ATTACHMENTS: Description Type AECOM Professional Services Agreement(Design) Cover Memo Resolution approving a Professional Services Agreement with AECOM SUBJECT: Technical Services of Waterloo. Iowa in the amount of$57.850, in conjunction with the FY 2018 projects at Waterloo Regional Airport, and authorize the Mayor to execute said document. Submitted by: Submitted By: Keith KasparL Airport Director Recommended Action: Approve the Resolution as recommended by Airport Staff Continues on-going program for the rehabilitation or reconstruction of Summary Statement: airside pavements, and the removal of obstructions at the approach ends of the primary and secondary runways (Runway approach ends 12& 18) Expenditure Required: The cost for design services with the FY-2018 FAA funded projects, is $57,850.00. The funds will be authorized as follows: Source of Funds: 1. F ederal Aviation Administration at 90%; and, 2. The City of Waterloo and RegionalAitport for the remaining 10% balance. This request by Staff complies with the City of Waterloo's Strategic Plan, as follows: Policy Issue: Goal No: 2, and Strategy No:2.2 Goal No: 3, and S trategy No s: 3.3, 3.4 and 3.5. Goal No:4, and Strategy No:4.5. No project alternatives were selected for FY-2018 improvements on the Page 478 of 577 Alternative: airfield at Waterloo Regional Airport. This project will provide for the following airport improvements: 1. Removal of Trees (obstructions) at the approach end of Runway 12; 2. Removal of Trees (obstructions) at the approach end of Runway 18; 3. Removal of Trees (obstructions)west of, and mid-field to Runway 18/36; 4. Rehabilitation of the Pavement that abuts both the General Aviation Apron and the Air Carrier apron, up to the end of Taxiway Alpha West; and, 5. Rehabilitation of the Concrete Pavement on the East end of the Air Carrier Apron, by routing and resealing the concrete joints to extend the service life of the pavement at this area of the airfield. Background Information: (Staff Note): The flexible asphaltic pavement located north of the airfield lighting vault and east of the passenger terminal(concrete) dates back to the original construction of the airfield from 1944. There has been asphalt or concrete overlays over the years, but the current Pavement Condition Index (PCI), reflects both pavement conditions at "Poor" Condition, (42& 54 respectively)requiring rehabilitation. The replacement of the joint sealant for the concrete pavement located east of the passenger terminal building is primarily to buy some time (years), until funding and other higher priority sections of pavement can be programmed for reconstruction. Legal Descriptions: Not Applicable to this request by Staff. Page 479 of 577 AECOMAECOM 319-232-6531 tel 501 Sycamore Street 319-232-0271 fax Suite 222 Waterloo,Iowa 50703 www.aecom.com RECONSTRUCT TERMINAL APRON - PHASE 4 REHABILITATE TERMINAL APRON - PHASE 3A FAA AIP 3-19-0094-046-2018 WATERLOO REGIONAL AIRPORT (ALO) WATERLOO, IOWA Project Description: See attached Exhibit A, Scope of Services Scope of Services: See attached Exhibit A, Scope of Services Compensation Compensation for services for this project shall be on a cost plus fixed fee basis not-to-exceed Fifty- Seven Thousand Eight Hundred Fifty Dollars ($57,850.00) without authorization of the Client. See attached Exhibit B, Consultant Cost Summary. General Conditions Except as specifically amended by this Individual Project Agreement, Services shall be provided in accordance with the Consultant Services Agreement for the Waterloo Regional Airport, entered between AECOM Technical Services, Inc. ("ATS') and the City of Waterloo ("Client")dated April 15, 2014. The conditions in the attached Exhibit C, Federal Contract Provisions for A/E Agreements, shall replace Exhibit B, Federal Provisions of the Professional Services Agreement. APPROVED: APPROVED: CITY OF WATERLOO, IOWA AECOM TECHNICAL SERVICES, INC. By By Quentin Hart, Mayor Douglas W. Schindel, P.E. Associate Vice President Date Date December 8, 2017 Page 480 of 577 AECOM EXHIBIT A SCOPE OF SERVICES RECONSTRUCT TERMINAL APRON—PHASE 4 REHABILITATE TERMINAL APRON—PHASE 3A FAA AIP 3-19-0094-046-2018 WATERLOO REGIONAL AIRPORT (ALO) WATERLOO, IOWA I. Project Description The projects are described as the 1) Reconstruction of the Terminal Apron Phase 4 which consists of reconstruction of the portion of the Terminal Apron between the airfield electrical vault and Taxiway A and 2) Rehabilitation of the Airport Terminal Apron Phase 3A which consists of resealing of pavement joints within the eastern-most section of the Terminal Apron. Both projects are identified in the Waterloo Regional Airport's Capital Improvement Program. It is anticipated that design and construction of this project will be funded in part with federal funds received through the above-referenced Federal Aviation Administration (FAA) Airport Improvement Program (AIP) grant. II. Scope of Services The work to be performed by ATS shall encompass and include detailed work, services, materials, equipment and supplies necessary to provide preliminary design, develop final plans, develop specifications, provide construction cost estimates, and provide bidding services. Work shall be divided into the following tasks: 1. Pre-Design Conference. This task consists of a pre-design conference called by the Sponsor and held between the Sponsor, ATS and the FAA. The pre-design conference will be conducted by conference call. The purpose of this conference is to discuss various items relating to design parameters, airport safety, routing of aircraft and equipment, sequencing of construction operations, environmental considerations and civil rights requirements. ATS will prepare and distribute an agenda and the minutes of this meeting. The minutes will document the requirements set forth in this pre-design conference. It is anticipated that the project manager will be in attendance. 2. Data Collection and Review. This task consists of the collection of existing data applicable to the section of the Phase 4 area of the Terminal Apron located adjacent to the Airfield Lighting Vault and the Phase 3A area of the Terminal Apron which forms the section of apron to the east of the terminal building and related to the proposed work site. Record drawings of completed projects and utility information will be compiled as background information for the project. 3. Subsurface Information. This task consists of completing pavement cores and collection of subsurface soils data at four (4) locations in the Phase 4 Apron area and two (2) pavement cores in the adjoining PCC Pavements. Subsurface investigations shall be completed in accordance with: a. Chapter 2 Soil Investigations and Evaluation of FAA Advisory Circular 150/5320-6F, Airport Pavement Design and Evaluation: Page 481 of 577 AECOM b. Appendix G Design of Subsurface Pavement Drainage Systems of FAA Advisory Circular AC 150/5320-5D, Airport Drainage Design; and C. FAA Central Region Airports Division's Supplemental Guidance for Geotechnical Investigations and Reports. 4. Field Survey. This task consists of a field survey on the section of Phase 4 Apron area to collect topographic information to locate existing pavement edges, pavement marking, aircraft tie downs, drainage structures, drainageways, and other horizontal and vertical data to assist in the preparation of the plans for the project. Property surveys are not included in this task. 5. Base Mapping and Digital Terrain Model. This task consists of the preparation of a project base map and digital terrain model prepared from the field survey and record documents of completed projects for the project area. 6. Design Aircraft. This task consists of preparing an aircraft fleet mix and determining the critical design aircraft to be used for the design of the section of Phase 4 Apron area through coordination with the Sponsor, the Fixed Base Operator and the FAA. a. Aircraft operations data will be collected from the FAA's Traffic Flow Management System Counts (TFMSC) database of IFR operations over the FY2013 to FY2017. This data will be evaluated to confirm with the airport sponsor the aircraft types and number of operations by occasional aircraft that use or are projected to use the Waterloo Regional Airport. Data sources other than TFMSC will need to be reviewed and approved by the FAA prior to use. b. A list of design aircraft and number of operations that form the basis for the pavement design and standard geometrics to reconstruct the apron will be presented with the pavement design. The types of aircraft and total annual operations should be consistent with the Reconstruct Taxiway C project's aircraft fleet mix prepared under AIP Grant 3-19-0094-045-2017. C. AC 150/5000-17, Critical Aircraft for Regular Use Determination, dated 6/20/2017, will be used to determine the design aircraft. 7. Pavement Design. This task consists of summarizing the pavement evaluation, the determination of the design aircraft and reconstruction recommendations for the Phase 4 Apron area pavement design, and preparation of the final pavement design forms for the project. Alternative pavement designs will be completed for rigid and flexible pavement sections. Life cycle costing will evaluate each alternative to determine the most economic pavement section to use for reconstruction of the apron pavement. 8. Preparation of Design Plans. This task consists of the preparation of the final design plans for this project. Plans will be prepared in compliance with current FAA requirements in effect at the time the plans are prepared. This task includes the preparation of the following sheets: 1) Title Sheet 2) Legend, General Notes, Schedule of Drawings and Quantities, and Seal 3) General Project Layout 4) Construction Safety and Operations Plan 5) Phasing Plan (Phase 1 —Taxiway A Open) 6) Phasing Plan (Phase 2—Taxiway A Closed) 7) Phasing Details 8) Typical Sections (Existing and Proposed) Page 482 of 577 AECOM 9) Apron Existing Conditions, Boring Locations and Demo Plan, Including Safety Areas 10) Apron Existing Conditions, Boring Locations and Demo Plan, Including Safety Areas 11) Geometric Layout 12) Apron Grading and Drainage Plan 13) Apron Paving Plan with Supplemental Elevations 14) Apron Paving Plan with Supplemental Elevations 15) Paving Details 16) Tie Down Details 17) Apron Marking Plan 18) Apron Marking Plan 19) Apron Marking Details 20) Apron Cross Sections 21) Apron Cross Sections 22) Apron Cross Sections 23) Phase 3A Apron Joint Rehabilitation 9. Project Manual. This task consists of the preparation of the project manual for the project. The technical specifications and corresponding contract documents will be in compliance with current FAA requirements in effect at the time the specifications are prepared. Project manual will incorporate the most recent FAA Central Modifications to the standard technical specifications. 10. Construction Safety and Phasing Plans. This task consists of the preparation of a separate Construction Safety and Phasing Plan (CSPP) in accordance with AIP Sponsor Guide Section 960 and Advisory Circular 150/5370-2F. The draft CSPP will be submitted to FAA for review. A final CSPP will be prepared and submitted that will address comments received. The final CSPP will be included in the project manual. 11. Airspace Submittal. This task consists of preparation and submittal of FAA 7460-1 forms electronically through the FAA's OEAAA website for permanent construction points (e.g. limits/corners of the Phase 4 Apron construction) and temporary construction items, including contractor's staging area, access routes and construction equipment. Air space forms will be submitted during design phase of project once element locations are defined in order for FAA determinations to be received prior to anticipated construction start. 12. Estimate of Probable Construction Cost. This task consists of the preparation of a detailed estimate of construction cost based upon the detailed plans and specifications. This statement of probable construction cost prepared by ATS represents ATS's best judgment as a design professional at the time the estimate is drawn. It is recognized, however, that neither ATS nor the Sponsor has any control over the cost of labor, materials or equipment; over the contractor's method of determining bid prices; or over competitive bidding or market conditions. Accordingly, ATS cannot and does not guarantee that bids will not vary from any statement of Probable Construction Cost or other cost estimates prepared by ATS. An update to the Capital Improvement Program (CIP) budget for the project will be prepared as part of this task. 13. Engineer's Design Report. This task consists of the preparation of an Engineer's Design Report in accordance with the AIP Sponsor Guide Section 920 effective at the time of the agreement. This report will be submitted to the Sponsor and FAA for review and comments. Responses will be provided to comments. Page 483 of 577 AECOM 14. Quality Review. This task consists of the quality review of work elements on the project. During the course of this project, quality reviews will be conducted by senior technical personnel that are not directly involved in the project. A quality assurance review will be performed of the 30% and 90% deliverables prior to submittal to the Sponsor and FAA for their review. 15. Conferences and Meetings. This task consists of conferences and meetings that will be attended by ATS for the purpose of coordination with the Sponsor, information exchange and general understanding of the status and direction of the project. It is anticipated that an on-site field meeting will be held during design, and a meeting will be held with the Sponsor around the time of the 90% submittal each attended by two (2)AECOM design team members. 16. Bid Assistance. This task consists of assisting the Sponsor in advertising for and receiving bids, attending the bid opening, analyzing the bids received, preparing a recommendation to the Sponsor and FAA for award of contract. The following documents will be provided as part of this task: 1) Letter of Recommendation 2) Tabulation of Bids (provided as PDF and Excel file) 3) Copies of the Proposals Received 4) DBE Participation— Letters of Intent 5) DBE Certification Forms 6) Buy American Certification 7) Single-Bid Analysis (if required) 17. Pre-Bid Conference. This task consists of one (1)AECOM team member attending and conducting a Pre-Bid Conference at the project site for prospective bidders. This task includes the preparation of an agenda, preparation and distribution of minutes of the meeting. 18. Bid Document Interpretation. This task consists of answering bid document interpretation questions from bidders, preparing and issuing any required addenda. 19. Grant Application. This task consists of assisting the Sponsor in preparation of grant application which consists of the following parts/forms: 1) Part I - Form SF-424, Application for Federal Assistance 2) Parts II, III, and IV — FAA Form 5100-100, Application for Federal Assistance (Development and Equipment Projects) 3) Applicable Sponsor Certifications for Development Projects (six total) 20. Design Administration. This task consists of office administration and coordination of the project. Interoffice meetings, general day-to-day administrative responsibilities, and typing of interoffice memoranda and minutes of meetings are included in this task. This task includes preparation and submittal of the following: 1) 30% Submittal a. FAA. One electronic copy of the 30% Engineer's Design Report and one electronic copy of the half-size (11x17) set of the 30% plans (anticipated to include existing conditions plans, preliminary phasing plans, and aircraft parking layout plans). FAA will be provided electronic copies as two separate Acrobat PDF files. b. Sponsor. Two hard copies of the 30% Engineer's Design Report. C. ATS. Two hard copies of the 30% Engineer's Design Report. Page 484 of 577 AECOM 2) 90% Submittal - Two Bid Packages a. FAA. One electronic copy each of half-size (11x17) set of the 90% plans, 90% project manual, and the 90% Engineer's Design Report containing written responses to the 30% comments. FAA will be provided electronic copies as three separate Acrobat PDF files. b. Sponsor. Two sets of half-size plans, two copies of the project manual and two copies of the Engineer's Design Report. C. ATS. Two sets of half-size plans, two copies of the project manual and two copies of the Engineer's Design Report. 3) Final Submittal a. FAA. One electronic copy each of half-size (11x17) set of the final plans, final project manual, and the final Engineer's Design Report containing written responses to the 90% comments. FAA will be provided with electronic copies as three separate Acrobat PDF files. b. Sponsor. Two copies of written responses to 90% comments and two hard copies of the plans, project manual, project construction cost estimate, project budget and revised Engineer's Design Report. C. ATS. Two copies of written responses to 90% comments and two hard copies of the plans, project manual, project construction cost estimate, project budget and revised Engineer's Design Report. 4) Issued for Bid Submittal a. FAA. Electronic copies of the half-size (11x17) set of the Issued- for-Bid Plans and the Issued-for-Bid Project Manual. FAA will be provided with electronic copies as two separate Acrobat PDF files. b. Sponsor. Two copies of the plans and project manual. C. ATS. Twenty copies of the plans, project manual and proposal forms to be provided to plan rooms and potential contractors and suppliers. O:W,dministration\AGREE\PROF\ALO Terminal Apron Phases 4 and 3A.doc Page 485 of 577 Exhibit B Reconstruct Terminal Apron - Phase 4 Rehabilitate Terminal Apron -Phase 3A Waterloo Regional Airport Waterloo, Iowa FAA AIP 3-19-0094-046 Engineering Services Consultant Cost Summary I. Direct Labor Cost Category Hours Rate/Hour Amount Senior Professional 56 $82.30 $4,608.80 Project Professional 0 $59.10 $0.00 Staff Professional 96 $46.70 $4,483.20 Professional 80 $35.80 $2,864.00 CADD Operator II 80 $33.90 $2,712.00 CADD Operator 1 40 $26.80 $1,072.00 Senior Technician 16 $35.60 $569.60 Technician 16 $26.50 $424.00 Project Support 40 $31.00 $1,240.00 $17,973.60 424 II. Payroll Burden and Overhead Costs 135.09% $24,280.54 III. Direct Project Expenses Category Units Rate/Unit Amount Mileage 2000 0.535 1,070.00 Per Diem 0 50.00 0.00 Lodging 0 90.00 0.00 B/W Copies 10,000 0.06 600.00 Color Copies 500 0.22 110.00 Plan Copier 100 0.50 50.00 EDM Equipment 16 12.50 200.00 GPS Equipment 8 25.00 200.00 Miscellaneous, Other 500.00 $2,730.00 IV. AECOM Estimated Actual Costs $44,984.14 Rounded $45,000.00 V. Subcontract Expense Braun Intertec(Geotechnical) $6,550.00 VI. Estimated Actual Costs $51,550.00 VII. Fixed Fee (15% of Items I & 11) Rounded $6,300.00 VIII. Maximum Amount Payable $57,850.00 Page 486 of 577 Exhibit B Reconstruct Terminal Apron-Phase 4 Rehabilitate Terminal Apron-Phase 3A Waterloo Regional Airport Waterloo,Iowa FAA AIP 3-19-0094-046 Engineering Services Staff Hour Estimate Item Description Senior Project Staff CADD CADD Senior Project No. Prof Prof Prof Prof O erator II O erator I Technician Technician Support Totals A DESIGN PHASE 1 Pre-Design Conference 2 2 2 Data Collection and Review 4 4 8 3 Subsurface Information 0 4 Field Survey 6 16 16 38 5 Base Mapping&Digital Terrain Model 4 4 8 6 Design Aircraft 2 4 6 7 Pavement Design 2 16 18 8 Preparation of Bid Documents 0 1 Title Sheet 2 2 2 Legend,General Notes,Schedule of Drawings and Quantities,Engineer's Seal 8 4 4 16 3 General Project Layout 4 4 8 4 Construction Safety and Operations 8 4 4 16 5 Phasing Plan Phase 1-Taxiway A Open) 4 4 4 12 6 Phasing Plan Phase 2-Taxiway A Closed 4 4 4 12 7 Phasing Details 2 8 10 8 Typical Sections(Existing and Proposed) 2 4 6 9 Apron ExistingConditions,Boring Locations and Demo Plan,Including Safety Areas 1 4 5 10 Apron Existing Conditions,Boring Locations and Demo Plan,Including Safety Area 1 4 5 11 Geometric Layout 1 4 5 12 Apron Grading and Drainage Plan 4 4 8 13 Apron PavingPlan with Supplemental Elevations 1 4 5 14 Apron Paving Plan with Supplemental Elevations 1 4 5 15 Paving Details 1 4 5 16 Tie Down Details 2 4 6 17 Apron Marking Plan 2 2 4 18 Apron Marking Plan 2 2 4 19 Apron Marking Details 4 4 20 Apron Cross Sections 2 2 4 21 Apron Cross Sections 2 2 4 22 Apron Cross Sections 2 2 4 23 Phase 3A Apron Joint Rehabilitation 4 4 8 9 Project Manual 4 1 16 1 1 1 24 1 44 10 Construction Safety and Phasing Plan 12 12 11 Airspace Submittal 12 12 12 Estimate of Probable Construction Cost 2 8 8 18 13 Engineer's Design Report 4 8 4 16 14 Quality Review 8 8 15 Conferences and Meetings 8 4 12 16 Bid Assistance 8 8 16 17 Pre-Bid Conference 4 4 18 Bid Document Interpretation 1 4 4 1 1 8 19 Grant Application 4 1 4 20 Design Administration 16 16 32 Total Services 56 0 96 80 80 40 116 16 40 424 Page 487 of 577 EXHIBIT C FEDERAL CONTRACT PROVISIONS FOR A/E AGREEMENTS ALL REFERENCES MADE HEREIN TO "CONTRACTOR", "PRIME CONTRACTOR", "BIDDER", AND "OFFEROR" SHALL PERTAIN TO THE ARCHITECT/ENGINEER (A/E). ALL REFERENCES MADE HEREIN TO "SUBCONTRACTOR", "SUB-TIER TONTRACTOR" OR "LOWER TIER CONTRACTOR"SHALL PERTAIN TO ANY SUBCONSULTANT UNDER CONTRACT WITH THE A/E. ALL REFERENCES MADE HEREIN TO "SPONSOR" AND "OWNER" SHALL PERTAIN TO THE STATE, CITY, AIRPORT AUTHORITY OR OTHER PUBLIC ENTITY EXECUTING CONTRACTS WITH THE A/E. ACCESS TO RECORDS AND REPORTS Reference: 2 CFR §200.333, 2 CFR§200.336, and FAA Order 5100.38 The contractor must maintain an acceptable cost accounting system. The contractor agrees to provide the Sponsor,the Federal Aviation Administration, and the Comptroller General of the United Statesor any of their duly authorized representatives access to any books, documents, papers, and records of the contractor which are directly pertinent to the specific contract for the purpose of making audit, examination, excerpts and transcriptions. The contractor agrees to maintain all books, recordsand reports required under this contract for a period of not less than three years after final payment is made and all pending matters are closed. CIVIL RIGHTS—GENERAL Reference: 49 USC§47123 The contractor agrees that it will comply with pertinent statutes, Executive Orders and such rules as are promulgated to ensure that no person shall,on the grounds of race, creed, color, national origin,sex,age, or disability be excluded from participating in any activity conducted with or benefitingfrom Federal assistance. This provision binds the contractor and sub-tier contractors from the bid solicitation period through the completion of the contract. This provision is in addition to that required of Title VI of the Civil Rights Act of 1964. CIVIL RIGHTS—TITLE VI ASSURANCE Reference:49 USC§47123 and FAA Order 1400.11 A) Title VI Solicitation Notice The(Name of Sponsor), in accordance with the provisions of Title VI of the Civil Rights Actof 1964(78 Stat. 252,42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifiesall bidders that it will affirmatively ensure that any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fairopportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award. Page 1 of 10 Updated Oct 26, 2017 Page 488 of 577 B) Title VI Clauses for Compliance with Nondiscrimination Requirements During the performance of this contract,the contractor,for itself, its assignees,and successors in interest (hereinafter referred to as the "contractor")agrees asfollows: 1) Compliance with Regulations: The contractor(hereinafter includes consultants)will comply with the Title VI List of Pertinent Nondiscrimination Acts and Authorities, as they maybe amended from time to time,which are herein incorporated by reference and made a part of this contract. 2) Non-discrimination:The contractor,with regard to the work performed by it during thecontract,will not discriminate on the grounds of race,color,or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate directly or indirectly in the discrimination prohibited by the Nondiscrimination Acts and Authorities, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR part 21. 3) Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work tobe performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under this contract and the Nondiscrimination Acts and Authorities on the grounds of race, color,or national origin. 4) Information and Reports:The contractor will provide all information and reports required by the Nondiscrimination Acts and Authorities,and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the sponsor or the Federal Aviation Administration to be pertinent to ascertain compliance with such Nondiscrimination Acts and Authorities and instructions. Where any information required of a contractor is inthe exclusive possession of another who fails or refuses to furnish the information,the contractor will so certify to the sponsor or the Federal Aviation Administration, as appropriate, and will setforth what efforts it has made to obtain the information. 5) Sanctions for Noncompliance: In the event of a contractor's noncompliance with the Non- discrimination provisions of this contract,the sponsor will impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to: a. Withholding payments to the contractor under the contract until the contractorcomplies;and/or b. Cancelling,terminating, or suspending a contract, in whole or in part. 6) Incorporation of Provisions:The contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment,unless exempt by the Nondiscrimination Acts and Authorities, and directives issued pursuant thereto. The contractorwill take action with respect to any subcontract or procurement as the sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided,that if the contractor becomes involved in,or is threatened with litigation by a subcontractor, or supplier because of such direction,the contractor may request the sponsor to enter into any litigation to protect the interests of the sponsor. In addition,the contractor may request the United States to enter into the litigation to protect the interests of the United States. Page 2 of 10 Updated Oct 26, 2017 Page 489 of 577 C) Title VI List of Pertinent Nondiscrimination Authorities During the performance of this contract,the contractor,for itself, its assignees,and successors in interest (hereinafter referred to as the "contractor") agrees to comply with the following non-discrimination statutes and authorities; including but not limitedto: • Title VI of the Civil Rights Act of 1964(42 U.S.C. § 2000d et seq., 78 stat. 252),(prohibits discrimination on the basis of race, color, national origin); • 49 CFR part 21 (Non-discrimination in Federally-Assisted Programs of The Department of Transportation—Effectuation of Title VI of The Civil Rights Act of 1964); • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); • Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. §794 et seq.), as amended, (prohibits discrimination on the basis of disability);and 49 CFR part 27; • The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); • Airport and Airway Improvement Act of 1982, (49 USC§471, Section 47123), as amended, (prohibits discrimination based on race, creed,color, national origin, or sex); • The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964,The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms"programs or activities"to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors,whether such programs or activities are Federally funded or not); • Titles II and III of the Americans with Disabilities Act of 1990,which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities(42 U.S.C. §§ 12131-12189) as implemented by Department of Transportation regulations at 49 CFR parts 37 and 38; • The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. §47123) (prohibits discrimination on the basis of race, color, national origin, and sex); • Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations,which ensures non-discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; • Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency,and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency(LEP). To ensure compliance with Title VI,you must take reasonable steps to ensure that LEP persons have meaningful access to your programs(70 Fed. Reg. at 74087 to 74100); • Title IX of the Education Amendments of 1972, as amended,which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). Page 3 of 10 Updated Oct 26, 2017 Page 490 of 577 DISADVANTAGED BUSINESS ENTERPRISE Reference: 49 CFR part 26 Contract Assurance(§26.13)-The contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carryout applicable requirements of 49 CFR Part 26 in the award and administration of DOT assisted contracts. Failure by the contractor to carry out these requirements is a material breach of this contract,which may result in the termination of this contract or such other remedy, as the recipient deems appropriate. Prompt Payment(§26.29)-The prime contractor agrees to pay each subcontractor under thisprime contract for satisfactory performance of its contract no later than thirty(30) calendar days fromthe receipt of each payment the prime contractor receives from the Sponsor. The prime contractor agrees further to return retainage payments to each subcontractor within thirty(30)calendar days afterthe subcontractor's work is satisfactorily completed. Any delay or postponement of payment fromthe above referenced time frame may occur only for good cause following written approval of the Sponsor. This clause applies to both DBE and non-DBE subcontractors. ENERGY CONSERVATION REQUIREMENTS Reference: 2 CFR§ 200,Appendix II (H) Contractor and each subcontractor agree to comply with mandatory standards and policies relating to energy efficiency as contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act(42 U.S.C. 6201 et seq). FEDERAL FAIR LABOR STANDARDS ACT(FEDERAL MINIMUM WAGE) Reference: 29 USC§ 201, et seq. All contracts and subcontracts that result from this solicitation incorporate by reference the provisions of 29 CFR part 201,the Federal Fair Labor Standards Act(FLSA),with the same force and effect as if given in full text. The FLSA sets minimum wage,overtime pay, recordkeeping, and child labor standards for full and part time workers. The contractor/consultant has full responsibility to monitor compliance to the referenced statute or regulation. The contractor/consultant must address any claims or disputes that pertain to a referenced requirement directly with the U.S. Department of Labor—Wage and Hour Division. OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 Reference: 20 CFR part 1910 All contracts and subcontracts that result from this solicitation incorporate by reference the requirements of 29 CFR Part 1910 with the same force and effect as if given in full text. Contractor must provide a work environment that is free from recognized hazards that may cause death or serious physical harm to the employee. The Contractor retains full responsibility to monitor its compliance and their subcontractor's compliance with the applicable requirements of the Occupational Safety and Health Act of 1970(20 CFR Part 1910). Contractor must address any claims or disputes that pertain to a referenced requirement directly with the U.S. Department of Labor—Occupational Safety and Health Administration. Page 4 of 10 Updated Oct 26, 2017 Page 491 of 577 RIGHT TO INVENTIONS Reference: 2 CFR§ 200 Appendix II (F)and 37 CFR§401 Contracts or agreements that include the performance of experimental, developmental, or research work must provide for the rights of the Federal Government and the Owner in any resulting invention as established by 37 CFR part 401, Rights to Inventions Made by Non-profit Organizations and Small Business Firms under Government Grants, Contracts, and Cooperative Agreements. This contract incorporates by reference the patent and inventions rights as specified within in the 37 CFR§401.14. Contractor must include this requirement in all sub-tier contracts involving experimental, developmental or research work. SEISMIC SAFETY Reference: 49 CFR part 41 In the performance of design services,the Consultant agrees to furnish a building design and associated construction specification that conform to a building code standard which provides a level of seismic safety substantially equivalent to standards as established by the National Earthquake Hazards Reduction Program (NEHRP). Local building codes that model their building code after the current version of the International Building Code (IBC) meet the NEHRP equivalency level for seismic safety. At the conclusion of the design services,the Consultant agrees to furnish the Owner a "certification of compliance"that attests conformance of the building design and the construction specifications with the seismic standards of NEHRP or an equivalent building code. TRADE RESTRICTION CERTIFICATION Reference: 49 USC§50104 and 49 CFR part 30 By submission of an offer,the Offeror certifies that with respect to this solicitation and any resultant contract,the Offeror: a) is not owned or controlled by one or more citizens of a foreign country included in the list of countries that discriminate against U.S.firms as published by the Office of the United States Trade Representative (U.S.T.R.); b) has not knowingly entered into any contract or subcontract for this project with a person that is a citizen or national of a foreign country included on the list of countries that discriminate against U.S.firms as published by the U.S.T.R;and c) has not entered into any subcontract for any product to be used on the Federal on the project that is produced in a foreign country included on the list of countries that discriminate against U.S. firms published by the U.S.T.R. This certification concerns a matter within the jurisdiction of an agency of the United States of America and the making of a false,fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001. The Offeror/Contractor must provide immediate written notice to the Owner if the Offeror/Contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The Contractor must require subcontractors provide immediate written notice to the Contractor if at any time it learns that its certification was erroneous by reason of changed circumstances. Page 5 of 10 Updated Oct 26, 2017 Page 492 of 577 Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to an Offeror or subcontractor: a) who is owned or controlled by one or more citizens or nationals of a foreign country included on the list of countries that discriminate against U.S.firms published by the U.S.T.R. or b) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign country on such U.S.T.R. list or c) who incorporates in the public works project any product of a foreign country on such U.S.T.R. list; Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith,the certification required by this provision. The knowledge and information of a contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. The Offeror agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in in all lower tier subcontracts. The contractor may rely on the certification of a prospective subcontractor that it is not a firm from a foreign country included on the list of countries that discriminate against U.S.firms as published by U.S.T.R, unless the Offeror has knowledge that the certification is erroneous. This certification is a material representation of fact upon which reliance was placed when making an award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification,the Federal Aviation Administration may direct through the Owner cancellation of the contract or subcontract for default at no cost to the Owner or the FAA. VETERAN'S PREFERENCE Reference: 49 USC§47112(c) In the employment of labor(excluding executive, administrative,and supervisory positions),the contractor and all sub-tier contractors must give preference to covered veterans as defined within Title 49 United States Code Section 47112. Covered veterans include Vietnam-era veterans, Persian Gulf veterans, Afghanistan-Iraq war veterans, disabled veterans, and small business concerns(as defined by 15 U.S.C. 632) owned and controlled by disabled veterans. This preference only applies when there are covered veterans readily available and qualified to perform the work to which the employment relates. PROVISIONS APPLICABLE TO CONTRACTS EXCEEDING$3,500 DISTRACTED DRIVING Reference: Executive Order 13513 and DOT Order3902.10 In accordance with Executive Order 13513, "Federal Leadership on Reducing Text Messaging While Driving" (10/1/2009)and DOT Order 3902.10"Text Messaging While Driving" (12/30/2009),the FAA encourages recipients of Federal grant funds to adopt and enforce safety policies that decreasecrashes by distracted drivers, including policies to ban text messaging while driving when performingwork related to a grant or sub-grant. In support of this initiative,the Owner encourages the Contractor to promote policies and initiatives for its employees and other work personnel that decrease crashes by distracted drivers, including policies that ban text messaging while driving motor vehicles while performing work activities associated with the project. The Page 6 of 10 Updated Oct 26, 2017 Page 493 of 577 Contractor must include the substance of this clause in all sub-tier contracts exceeding $3,500 and involve driving a motor vehicle in performance of work activities associated with the project. PROVISIONS APPLICABLE TO CONTRACTS EXCEEDING$10,000 TERMINATION OF CONTRACT Reference: 2 CFR§200 Appendix II (B) Termination for Convenience The Owner may, by written notice to the Consultant,terminate this Agreement for its convenience and without cause or default on the part of Consultant. Upon receipt of the notice of termination,except as explicitly directed by the Owner, the Contractor must immediately discontinue all services affected. Upon termination of the Agreement,the Consultant must deliver to the Owner all data, surveys, models, drawings, specifications, reports, maps, photographs, estimates, summaries, and other documents and materials prepared by the Engineer under this contract, whether complete or partially complete. Owner agrees to make just and equitable compensation to the Consultant for satisfactory work completed up through the date the Consultant receives the termination notice. Compensation will not include anticipated profit on non-performed services. Owner further agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. Termination by Default Either party may terminate this Agreement for cause if the other party fails to fulfill its obligations that are essential to the completion of the work per the terms and conditions of the Agreement.The party initiating the termination action must allow the breaching party an opportunity to dispute or cure the breach. The terminating party must provide the breaching party [7] days advance written notice of its intent to terminate the Agreement.The notice must specify the nature and extent of the breach,the conditions necessary to cure the breach, and the effective date of the termination action. The rights and remedies in this clause are in addition to any other rights and remedies provided by law or under this agreement. a) Termination by Owner:The Owner may terminate this Agreement in whole or in part, for the failure of the Consultant to: 1) Perform the services within the time specified in this contract or by Owner approved extension; 2) Make adequate progress so as to endanger satisfactory performance of the Project; 3) Fulfill the obligations of the Agreement that are essential to the completion of the Project. Upon receipt of the notice of termination,the Consultant must immediately discontinue all services affected unless the notice directs otherwise. Upon termination of the Agreement,the Consultant must deliver to the Owner all data, surveys, models, drawings, specifications, reports, maps, photographs, estimates, summaries, and other documents and materials prepared by the Engineer under this contract, whether complete or partially complete. Owner agrees to make just and equitable compensation to the Consultant for satisfactory work completed up through the date the Consultant receives the termination notice. Compensation will not include anticipated profit on non-performed services. Owner further agrees to hold Consultant harmless for errors or omissions in documents that are Page 7 of 10 Updated Oct 26,2017 Page 494 of 577 incomplete as a result of the termination action under this clause. If, after finalization of the termination action,the Owner determines the Consultant was not in default of the Agreement,the rights and obligations of the parties shall be the same as if the Owner issued the termination for the convenience of the Owner. b) Termination by Consultant:The Consultant may terminate this Agreement in whole or in part, if the Owner: 1) Defaults on its obligations under this Agreement; 2) Fails to make payment to the Consultant in accordance with the terms of this Agreement; 3) Suspends the Project for more than [180] days due to reasons beyond the control of the Consultant. Upon receipt of a notice of termination from the Consultant, Owner agrees to cooperate with Consultant for the purpose of terminating the agreement or portion thereof, by mutual consent. If Owner and Consultant cannot reach mutual agreement on the termination settlement,the Consultant may,without prejudice to any rights and remedies it may have, proceed with terminating all or parts of this Agreement based upon the Owner's breach of the contract. In the event of termination due to Owner breach,the Engineer is entitled to invoice Owner and to receive full payment for all services performed or furnished in accordance with this Agreement and all justified reimbursable expenses incurred by the Consultant through the effective date of termination action.Owner agrees to hold Consultant harmless for errors or omissions in documents that are incomplete as a result of the termination action under this clause. PROVISIONS APPLICABLE TO CONTRACTS EXCEEDING$25,000 DEBARMENT AND SUSPENSION Reference: 2 CFR part 180(Subpart C), 2 CFR part 1200, and DOT Order 4200.5 By submitting a bid/proposal under this solicitation,the bidder or offeror certifies that at the time the bidder or offeror submits its proposal that neither it nor its principals are presently debarred or suspended by any Federal department or agency from participation in this transaction. The successful bidder, by administering each lower tier subcontract that exceeds$25,000 as a "covered transaction", must verify each lower tier participant of a "covered transaction" under the project is not presently debarred or otherwise disqualified from participation in this federally assisted project. The successful bidder will accomplish this by: 1) Checking the System for Award Management at website: https://www.sam.gov. 2) Collecting a certification statement similar to the Certificate Regarding Debarment and Suspension (Bidder or Offeror),above. 3) Inserting a clause or condition in the covered transaction with the lower tier contract If the FAA later determines that a lower tier participant failed to tell a higher tier that it was excluded or disqualified at the time it entered the covered transaction,the FAA may pursue any available remedy, including suspension and debarment. Page 8 of 10 Updated Oct 26, 2017 Page 495 of 577 PROVISIONS APPLICABLE TO CONTRACTS EXCEEDING$100,000 CONTRACT WORKHOURS AND SAFETY STANDARDS ACT REQUIREMENTS Reference: 2 CFR § 200 Appendix II (E) 1) Overtime Requirements. No contractor or subcontractor contracting for any part of the contract work which may requireor involve the employment of laborers or mechanics shall require or permit any such laborer ormechanic, including watchmen and guards, in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation ata rate not less than one and one-half times the basic rate of pay for all hours worked in excess offorty hours in such workweek. 2) Violation; Liability for Unpaid Wages; Liquidated Damages. In the event of any violation of the clause set forth in paragraph (1) above,the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States(in the case of work done under contract forthe District of Columbia or a territory,to such District or to such territory),for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic,including watchmen and guards,employed in violation of the clause set forth in paragraph 1 above, in the sum of$10 for each calendar day on which such individual was required or permitted to work in excess ofthe standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph 1 above. 3) Withholding for Unpaid Wages and Liquidated Damages. The Federal Aviation Administration or the Sponsor shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld,from any monies payable on account of work performed by the contractor or subcontractor under any such contractor any other Federal contract with the same prime contractor,or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor,such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 2 above. 4) Subcontractors. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs 1 through 4 and also a clause requiring the subcontractor to include these clauses in any lowertier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor orlower tier subcontractor with the clauses set forth in paragraphs 1 through 4 of thissection. LOBBYING AND INFLUENCING FEDERAL EMPLOYEES Reference: 31 U.S.C. § 1352—Byrd Anti-Lobbying Amendment; 2 CFR part 200,Appendix II (J); and 49 CFR part 20,Appendix The bidder or offeror certifies by signing and submitting this bid or proposal,to the best of his orher knowledge and belief,that: 1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the Bidder or Offeror,to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress Page 9 of 10 Updated Oct 26, 2017 Page 496 of 577 in connection with the awarding of any Federal contract,the making of any Federal grant,the making of any Federal loan,the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment,or modification of any Federal contract,grant, loan, or cooperative agreement. 2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency,a Member of Congress, an officer or employee of Congress,or an employee of a Member of Congress in connection with this Federal contract,grant, loan, or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 3) The undersigned shall require that the language of this certification be included in the award documents for all sub-awards at all tiers(including subcontracts,sub-grants, and contracts under grants, loans,and cooperative agreements)and that all sub-recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed whenthis transaction was made or entered into. Submission of this certification is a prerequisite for makingor entering into this transaction imposed by Section 1352,Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than$10,000 and not more than$100,000 for each such failure. PROVISIONS APPLICABLE TO CONTRACTS EXCEEDING$150,000 BREACH OF CONTRACT TERMS Reference: 2 CFR§ 200 Appendix II (A) Any violation or breach of terms of this contract on the part of the contractor or its subcontractors may result in the suspension or termination of this contract or such other action that may be necessaryto enforce the rights of the parties of this agreement. The duties and obligations imposed by the Contract Documents and the rights and remedies available thereunder are in addition to,and not a limitation of,any duties,obligations, rights and remedies otherwise imposed or available by law. CLEAN AIR AND WATER POLLUTION CONTROL Reference: 2 CFR§ 200 Appendix II (G) Contractor agrees to comply with all applicable standards, orders, and regulations issued pursuant to the Clean Air Act(42 U.S.C. §740-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. § 1251-1387). The Contractor agrees to report any violation to the Owner immediately upon discovery. The Owner assumes responsibility for notifying the Environmental Protection Agency(EPA) and the Federal Aviation Administration. Contractor must include this requirement in all subcontracts that exceeds$150,000. Page 10 of 10 Updated Oct 26,2017 Page 497 of 577 CITY OF WATERLOO Council Communication Resolution approving the request by Deer Creek Development, LLC for the 9-lot Preliminary Plat of Greenbelt Centre Plat No. 8, located west of 3211 Titan Trail. City Council Meeting: 12/18/2017 Prepared: 12/15/2017 REVIEWERS: Department Reviewer Action Date Planning& Zoning Schroeder, Aric Approved 12/15/2017 - 11:07 AM Clerk Office Felchle, Kelley Approved 12/15/2017 - 3:42 PM ATTACHMENTS: Description Type ❑ Overview Map Cover Memo ❑ Aerial Map Cover Memo ❑ Staff Remport Cover Memo ❑ Plat Cover Memo ❑ City Engineer Letter Cover Memo ❑ Application Cover Memo ❑ Pictures Cover Memo Resolution approvingthe he request by Deer Creek Development, LLC for the SUBJECT: 9-lot Preliminary Plat of Greenbelt Centre Plat No. 8, located west of 3211 Titan Trail. Submitted by: Submitted By:Noel Anderson, Community Planning& Development Director Recommended Action: Approval Transmitted herewith is the request by Deer Creek Development for the 9-lot preliminary plat of Greenbelt Centre Plat No 8, for the development of a new commercial subdivision containing a total of 19.09 acres. Please find attached to this council letter the following items: • Staff report • Aerial photograph • Preliminary Plat • Legal Description • Report of the City Engineer Summary Statement: The plat is comprised of 30.73 acres in size and contains 9 lots for future commercial development. The plat shows the developable lots ranging in size from 4.8lacres to 2.10 acres. Cyclone Drive is shown as Tract"A" with 1.71 Acres, 60' Right-of-way, and 31' wide road surface. Tract"B"is Page 498 of 577 6.28 acres and to be used for water detention for previous plats. At its November 14, 2017 meeting the Planning, Programming and Zoning commission voted unanimously to recommend approval of the preliminary plat. Staff would recommend approval of the preliminary plat of Greenbelt Centre Plat No 8. Expenditure Required: N/A Source of Funds: N/A Policy Issue: Land Use, Subdivision Alternative: N/A Background Information: N/A Legal Descriptions: See Attachments Page 499 of 577 City of Waterloo Planning, Programming and Zoning Commission November 14, 2017 MARTI i r]BIackHawk 4Creek I I M-1 R-210 A-1 A-1 CCDD R-2,C-Z M-2,P o D FR-4 0 C-2 D W.RIDG AVE. M-2,P M-1 R-4,C-Z A-1 0 Z LB-P W R-4 .yF M-1 °R R-4,R-P M-2,P R-1 R-4 R-3 o O A-1 A-1 2 M-1 cyFRD D2° R-4,R- P Ra C-2,C-Z C_2 � B-� R-3,R-P R-3 _ R_1'` N West of 3211 Titan Trail wE Greenbelt Centre Plat No.S Preliminary Plat 1,000 500 0 1..000 , • Deer Creek Development, LLC Feet Page 500 of 577 City of Waterloo Planning, Programming and Zoning Commission November 14, 2017 W."RIDGEWAYAVE --- W.RIDGEWAYAVE W.RIDGEWAYAVE W.RIDGEWAYAVE W. RIDGEWAY AVE- _ W RIDGEWAY AVE O M,w- LU I ATHENS DR ATHENS DR ATHENS DR ct Z o LU Area to be Platted O� u< �� 3211 Titan Trail 63 �4 p TITAN TR 63 Z u ui u•- �P 63 63 N West of 3211 Titan Trail WE Greenbelt Centre Plat No.S Final Plat Deer Creek Development, LLC 300 150 0 300 � Feet Page 501 of 577 11.14.17 REQUEST: Request for the Preliminary Plat of Greenbelt Centre No.8 a 9 commercial lot subdivision located west of 3211 Titan Trail. APPLICANT(S): Deer Creek Development, LLC, 643 Griffith Rd, Waterloo, Iowa, 50701 Surveyor: VJ Engineering, Wendell Lupkes, 1501 Technology Parkway, Cedar Falls, Iowa 50613 GENERAL The request to preliminary plat 9 lots into Greenbelt Centre DESCRIPTION: Plat No 8. IMPACT ON The request would not appear have a negative impact on the NEIGHBORHOOD & neighborhood, as the area is designated for commercial use SURROUNDING with a number of existing commercial uses to the north, east, LAND USE: and a Love's Truck Stop being built to the south. VEHICULAR & Highway 63/Sergeant Road is located adjacent to the property PEDESTRIAN to the east and highway 20 is located to the south, both TRAFFIC roadways are designated as Principal Arterial Roadways. CONDITIONS: Greyhound Drive which runs along the west side of the property, Titan Drive that runs through and to the east of the property, and new Cyclone Street which connects from US Highway 63 and will travel through the center of the property are designated as local streets. Cyclone Drive is listed as Tract "A" on the plats. RECREATIONAL The Sergeant Road Trail to the east of the property. TRAIL PLAN: ZONING HISTORY The site in question is zoned "B-P" Business Park District and FOR SITE AND has been since the adoption of the zoning ordinance 4899 on IMMEDIATE VICINITY: March 3, 2008. The surrounding properties zoning and uses as follows: North: Commercial and vacant lots zoned "B-P" Business Park District. East: Commercial zoned "B-P" Business Park District. South: Future Love's Truck Stop zoned "B-P" Business Park District. West: Former Greyhound Park zoned "M-2,P" Planned Industrial District. BUFFERS No buffering would be required. REQUIRED/ NEEDED: DRAINAGE: Drainage for the lots would need to be shown and approved once a development is proposed on each lot. DEVELOPMENT Commercial development has been taking place the past 17 HISTORY: years in the area. FLOODPLAIN: The property is located within the 100-year flood plain, as indicated by the Federal Insurance Administration's Flood Insurance Rate Map, Community Number 190025 284F dated Greenbelt Centre Plat No 8 Page 1 Page 502 of 577 11.14.17 July 18, 2011. The plat notes that all lots will be filled to 100-year elevation by the developer or lot buyer at the time of development. PUBLIC/OPEN No public or open spaces are located within the area. SPACES/SCHOOLS UTILITIES: WATER, 10' Utility easements are shown on the north and west sides SANITARY SEWER, of Titan Trail and both sides of Cyclone Drive. There is an STORM SEWER, existing 30' Utility easement running along the east side of ETC. Greyhound Drive. A 80' Drainage Easement is shown between lots 4 and 5. RELATIONSHIP TO The Future Land Use Map (February 3, 2003) designates this COMPREHENSIVE site as Business Park: Professional Offices, Commercial with LAND USE PLAN: Compatible Light Industrial. The request would be in conformance with the goals and policies of the Comprehensive Plan. The site is located within the Primary Growth Area as shown on the Growth Area Map within the Comprehensive Plan. STAFF ANALYSIS — The plat is comprised of 30.73 acres in size and contains 9 ZONING lots for future commercial development. The plat shows the ORDINANCE: developable lots ranging in size from 4.81 acres to 2.10 acres. Cyclone Drive is shown as Tract "A" with 1.71 Acres, 60' Right-of-way, and 31' wide road surface. Tract "B" is 6.28 acres and to be used for water detention for previous plats. During Tech Review the Engineering Dept. had questions on the location of sidewalks although it is noted in the Deed of Dedication, responsibilities for Tract "B" such as ownership and maintenance, that the proposed 80' easement on lots 4 and 5 do not line up with the 80' easement to the north on lots 9 and 10 of Greenbelt Centre Plat No. 5, and a bigger easement for the culverts. Mid-American also requested that a street light plan be submitted and that the 10' utility easements be enlarged to 15'. STAFF ANALYSIS — The preliminary does appear to show most of the necessary SUBDIVISION information for the submission of a preliminary plat such as a ORDINANCE: legal description, property lines with dimensions, proposed and existing sanitary sewer locations, existing water and storm sewer locations, adjoining subdivisions and the size of the proposed lots. However, the plat does not include details regarding sidewalks and proposed contours. The plat will need to be updated to show most of these details before it can go before City Council. STAFF Therefore, staff recommends that the request for the RECOMMENDATION: preliminary plat of Greenbelt Centre Plat No 8 be approved for the following reasons: Greenbelt Centre Plat No 8 Page 2 Page 503 of 577 11.14.17 1. The plat is in accordance with the intent of the Subdivision Ordinance, and can be served by existing utilities. 2. The plat is in accordance with the Comprehensive Plan. 3. The plat will create an additional infill development site in the Primary Growth Area. And subject to the follow conditions: 1. That the updated plat documents be submitted before it can go to the City Council. Greenbelt Centre Plat No 8 Page 3 Page 504 of 577 vv11 na xsvax c.ucicvcl vnom��.0 xauuav:�.,�m�� 110j v0pa� 6Z8S-9SZ-6l£ - bx.o1 'sma Aa001wmad o A.. ., 109 IOSI vxau ' en11>t o0 wnv0ne'ooiaazvM o I I-u 6upeeu16u3 fA 8 .0N 1Vld 1139N3389 1 T� I jig �t5 `Y¢YYYYYYYY Y t`a �o"ss g�m�Y&€ €mgmm�om"a 'Eli I �UI J m ! �a _ o�'�; ' `Y '_a= ,-'� a. o• 188•C .��� e1`p0oo8■:e® xx �`Sy Cp�y `III 111111 �' 114x1ZU, z€� s m 6 ..--,..mss sl=awt 10247 `�J 1J i •\ d c J a Rws�z z 6 m a _ gg mm °sm Im mm _ d �2sa 12 15 @�m�z $µ to � m4� `.\ �^g � Nmnrsaw t� a , mm . > m ma o�a�-`s III .__ ___-_._ � m m �mi� og NN ��'o w m _ m i 55 ` I II n l om <w = Rfr °< 1 jli II Ir \ mg m�z�#rw EE asRz°3ymm �dI = lily +I I 1 rczcww zzss° 5Q 00 Qo U iJi 113 �IIJj �1 vv ii ° 3 y « chi o w � �kll ( �4 eQx & e siLL F �, 1 rs fig_ -Hx a IIi"ljil I 5m . g�RR 3aa - vs Q Z m" a d ;iI '� LLs 3p y s$g "7 I->__ �nn-ainvv==- - Q Z _ _ -M8E5'OOY.✓__. !'.___ --Nc3E`5?b01�° Z — W U U -aniao aN oHnaa� m511 W O - - - 1 �m�fr`�m_aw it W P d GY wi PAY_ - wimp em68 aagA" "1Y d° Y6 \ ` Y6 `�+'G — o_mm6 gaE3m W Emcc i3'm E€¢; g N _°;` CITY OF WATERLOO , IOWA ENGINEERING DEPARTMENT 7'15 Mulberry St. Waterloo, IA 50703 • Phone (319)291-4312 Fax(3'19)291-4262 City Engineer a email: city.enginccr(Fi waterloo-ia.org December 15, 2017 9131 9641 Aric Schroeder, City Planner Planning, Programming & Zoning Commission Waterloo City Hall Waterloo, IA 50703 RE: PRELIMINARY PLAT GREENBELT CENTRE PLAT NO. 8 Dear Aric: This preliminary plat has been reviewed, and it has been determined that it meets the requirements of the applicable portions of Section 3, 4 and 5 of Ordinance 2997, Subdivision Ordinance. It is recommended that this preliminary plat be approved. Sincerely, -- I i Dennis J. entz, P.E. Assistant City Engineer WE'RE WORKING FOR YOU! An Equal Opportunity/Affirmative Action Employer Page 506 of 577 CITY OF WATERLOO PLANNING AND ZONING COMMISSION REQUEST FOR PLATTING (MINOR OR PRELIMINARY) 1. APPLICATION INFORMATION: a. Applicant's Name (please print): Deer Creek Development,L.L.C. Address: 643 E.Griffith Road Phone: 319-269-4081 City: Waterloo State: IA Zip: 50701 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: City: State: Zip: 2. PROPERTY INFORMATION: a. Name of Plat: Greenbelt Centre Plat No. 8 b. General Location of Property: Located between Greenbelt Centre Plat No.7 and Greenbelt Centre Plat No. 5 c. Area of Proposed Plat: 30.733 Ac d. Zoning District(s): B-P,Business Park District 3. OTHER DOCUMENTATION: a. Preliminary Deed of Dedication(prefered but not required) b. Overall Street Plan(if applicable) c. Six(6)copies of the Preliminary Plat which are in conformance with Section 11-3-2 of the Subdivision Ord. d. Four(4)copies of Preliminary Deed of Dedication 4. PUBLIC IMPROVEMENTS a. Are you requesting participation by the City in any improvements? Yes No b. If yes specify why and for what for? c. Costs(estimated): Total Cost Estimate Requested Ci1y Share Storm Sewer $ $ Sanitary Sewer $ $ Paving $ $ Land Dedicated $ $ TOTAL $ $ The Request Fee of $300 + $10 per lot (payable to the City of Waterloo) is required. This fee is non- refundable. Under no condition shall said sum or any part thereof be refunded for failure of said request to be approved. Any major change in any of the information given will require that the request go back through the process, with a new Request Fee. The undersigned certify under oath and under the penalties of perjury that all information on this request and submitted along with it is true and correct. All information submitted will be used by the Waterloo Planning, Programming, and Zoning Commission and the Waterloo City Council in making their decision. The undersigned authorize City Zoning Officials to enter the property in question in regards to the request. Signature of Applicant Date Signature of Date Page 507 of 577 Plat Request — Greenbelt Centre No. 8 Looking south from Cyclone Drive at the Standing on Cyclone Drive looking at the proposed detention basin for the northwest portion of the plat. subdivision, which is on the southeast portion of the plat. Standing on Cyclone Drive looking at the Standing on Cyclone Drive looking at the northeast portion of the plat. southwest portion of the plat. Page 508 of 577 CITY OF WATERLOO Council Communication San Marnan Urban Renewal and Redevelopment Plan Amendment No. 3 Removal Area, to remove properties from the TIF area. City Council Meeting: 12/18/2017 Prepared: 11/20/2017 REVIEWERS: Department Reviewer Action Date Planning& Zoning Schroeder, Aric Approved 11/20/2017 - 1:07 PM Clerk Office Even, LeAnn Approved 11/20/2017 - 4:21 PM ATTACHMENTS: Description Type ❑ San Martian Amendment No 3 Backup Material ❑ P&Z Memo for San Marnan Amendments Backup Material Motion to receive, file, consider and pass for the third time and adopt an Ordinance providing that general property taxes levied and collected each year on allproperty located within the newly described San Martian Urban Renewal and Redevelopment Plan Area, in the City of Waterloo, County of SUBJECT: Black Hawk, State of Iowa, by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts,be paid to a special fund for payment of principal and interest on loans, monies advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said urban renewal Pro-ject. . Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval The San Marnan Urban Renewal and Redevelopment Plan is being amended to remove multiple areas from the existing TIF boundary. By separate action, it is proposed that these areas will be put back into the TIF boundary, and add one additional property. The end result of the amendments will only increase the area of the existing TIF boundary by including one additional parcel. The areas being removed and then put back in the TIF are undeveloped areas that are not likely to develop before their 20 year sunset, and the amendment will establish a new 20 year sunset for these areas. Once removed from the existing TIF, any increment will be Summary Statement: released from the TIF, and once put back in, the current values will become the new frozen base that is released to all taxing entities, including the City of Waterloo's general fund. Only future increment from future development of these areas would be captured by the TIF. This would appear to be the best model to accomplish economic development of this area. Amendments to a Page 509 of 577 TIF Plan require a consultation with taxing entities, which was held on November 8, 2017. The Planning, Programming and Zoning Commission reviewed the proposed amendment at their regular meeting on November 14, 2017 and unanimously recommended approval of the amendment. Expenditure Required: None Source of Funds: n/a Policy Issue: Economic Development, Strategic Plan Policies 1, 3 and 4. Legal Descriptions: See Attached Page 510 of 577 Prepared by Aric Schroeder,City of Waterloo,715 Mulberry Street,Waterloo,IA,50703 319-291-4366 Return to preparer after recording. AMENDMENT 3 TO SAN MARNAN URBAN RENEWAL AND REDEVELOPMENT PLAN RECITALS A. On April 19, 1999, the City Council of the City of Waterloo, Iowa (the "City") adopted Ordinance No. 4351 and on July 26, 1999 adopted Resolution No. 1999- 499, determining that certain areas located within the City are eligible and should be designated as an urban renewal area under Iowa law, and approved and adopted the San Marnan Urban Renewal and Redevelopment Plan of the City of Waterloo Iowa (the "Plan")(Original area). B. On December 13, 2004, the City Council adopted Ordinance 4748 and Resolution No. 2004-835, in which it was agreed to amend the Plan by extending the property included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes (Amendment No. 1 area). C. On September 14, 2009, the City Council adopted Ordinance 4956 and Resolution No. 2009-912, in which it was agreed to amend the Plan by extending the property included therein, and one or more other amendments have been made to the Plan to include additional urban renewal projects or for other purposes (Amendment No. 2 area). D. The City desires to amend the Plan again to reduce the area included therein and to update related information in the Plan. Said amendment may be referred to as Amendment No. 3 removal area. AMENDMENT NOW THEREFORE, the San Marnan Urban Renewal and Redevelopment Plan, as previously amended, is hereby further amended as follows: 1. Attachments A and B to the Plan are hereby stricken in their entirety, and the new Attachments A and B wich are attached hereto are substituted in their place so that the Plan shows the current legal description and map, describing and depicting the boundaries of the San Marnan Urban Renewal and Redevelopment Plan and TIF District, as amended. Page 511 of 577 2. The attachments listed below, each of which is attached hereto, are included in this amendment to show compliance with procedural requirements under state law for adoption of this amendment, but do not replace or supersede similar attachments to the original Plan or any amendment thereto adopted prior to this amendment: Attachment G (Planning, Programming & Zoning resolution) Attachment H (notice of consultation) Attachment J (resolution adopting this amendment) Attachment K (ordinance adopting amended TIF district) Attachment L (notice of public hearing) 3. Except as modified by this amendment, the Plan, as previously amended, shall continue unmodified in full force and effect. PASSED AND APPROVED this day of 12017. Quentin Hart, Mayor ATTEST: Kelley Felchle, City Clerk 2 Page 512 of 577 '� 11111111 0 , - !'•�.;�.,��.. �11111111-�\111!= I :II 1111- S-111..■ ■ �:■ 1 I�s�•IrIr4■ = • I.��•A•ill? ■■■i��IIIIIP.?� r'►ww�►vvvvvv�w-���w�� • .u .I►IIII��: — -111111. �.............�►.......1 .. 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Attachment B SAN MARNAN URBAN RENEWAL AND REDEVELOPMENT PLAN URBAN RENEWAL AREA LEGAL DESCRIPTIONS Original area (1999) (Original Subarea) A part of the NW 1/4 of the NE 1/4, NE 1/4 of the NE 1/4 and the SW 1/4 of the NE 1/4 of Section 9-88- 13, Waterloo,Black Hawk County, Iowa, described as follows: Commencing at the Northeast corner of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00°26'14" E along the East Line of the NW 1/4 of the NE 1/4 of said Section 9 a distance of 463.53 feet to the point of beginning; thence S 89°03'48" E a distance of 110.02 feet; thence Northeasterly along a curve concave Northwesterly having a radius of 82.72 feet and a long chord bearing N 64°43'56" E a distance of 75.66 feet to the Northerly R-O-W line of Tower Park Drive as platted in Tower Park, Waterloo, Black Hawk County, Iowa; thence S 51°28'16" E along the Westerly end of said Tower Park Drive a distance of 60.00 feet;thence Southwesterly along a curve concave Not having a radius of 142.72 feet and a long chord bearing S 64°43'57" W a distance of 130.55 feet; thence N 89°03'48" W a distance of 58.09 feet; thence Southerly along a curve concave Southeasterly having a radius of 20.00 feet and a long chord bearing S 45°14'59" W a distance of 31.90 feet; thence S 00°26'14" E a distance of 346.22 feet; thence N 89°34'11" W a distance of 30.00 feet to the East line of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00°26'14" E along the East line of the NW 1/4 of the NE 1/4 and the East line of the SW 1/4 of the NE 1/4 of said Section 9 a distance of 470.00 feet to the Northerly R-O-W of U.S. Hwy. 20; thence N 89°34'11" W along said Northerly R-O-W a distance of 780.00 feet; thence N 00°26'14" W a distance of 530.00 feet; thence S 89°34'11" E a distance of 750.00 feet;thence N 00°26'14" W a distance of 367.24 feet;thence S 89°03'48" E a distance of 30.01 feet to the point of beginning, all in the City of Waterloo, Black Hawk County, Iowa. The East line of the NW 1/4 of the NE 1/4 of Section 9-88-13, Waterloo,Black Hawk County, Iowa is assumed to bear S 00°26'14" E. Amendment No. 1 area (2004) (Amendment No. 1 Subarea) (as modified by Amendment No. 3 (2017)) Beginning at the intersection of the centerlines of W. 4"' Street and West San Marnan Drive,thence Easterly along the centerline of West San Marnan Drive to the point where the centerline of Johnathon Street extended would intersect said centerline, thence South and Southeasterly along the extension of the centerline and the centerline of Johnathon Street to the South line of Tower Park Drive,thence Southwesterly along an arc following the Southerly line of Tower Park Drive to the Westerly line of Tract A of Tower Park Addition, thence South 45026' 14"East a distance of 173.84 feet,to a point on the Southwesterly line of Lot 1 Tower Park Addition,thence following said line of Lot 1 57.3 feet along a 64 foot radius curve,thence South 45°26' 14"East 52 feet to the point of intersection of Lot 1 and Tract A, thence South 54°48' 14"East to the most Southerly corner of Tract A, thence in a straight line to the most Westerly corner of Lot 1 of Tower Park No. 2, thence East along the South line of said Lot 1 and an Page 514 of 577 extension thereof to the centerline of Kimball Avenue,thence South along the centerline of Kimball Avenue to the centerline of U.S. Highway 20,thence Easterly along the centerline of U.S. Highway 20 to its intersection with the East line of the West 1/4 of Section 10 Township 88 Range 13,thence South along the East line of the West N of said Section 10 to the South line of said Section,thence West along the South line of Section 10 Township 88 Range 13 to the Southwest corner of said Section,thence continuing West along the South line of Section 9 Township 88 Range 13 to the Southwest corner of said Section,thence West 466 feet along the South line of Section 8 Township 88 Range 13,thence North 466 feet,thence East 466 feet to the East line of said Section 8,thence North along the East line of said Section to its intersection with the centerline of U.S. Highway 20,thence Westerly along said centerline to its intersection with the centerline of West 4th Street,thence North along the centerline of West 4th Street to the centerline of San Marnan Drive, said point being the point of beginning, except that part described as follows: A part of the NW 1/4 of the NE 1/4,NE 1/4 of the NE 1/4 and the SW 1/4 of the NE 1/4 of Section 9-88- 13, Waterloo,Black Hawk County, Iowa, described as follows: Commencing at the Northeast corner of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00°26'14" E along the East Line of the NW 1/4 of the NE 1/4 of said Section 9 a distance of 463.53 feet to the point of beginning; thence S 89°03'48" E a distance of 110.02 feet; thence Northeasterly along a curve concave Northwesterly having a radius of 82.72 feet and a long chord bearing N 64°43'56" E a distance of 75.66 feet to the Northerly R-O-W line of Tower Park Drive as platted in Tower Park, Waterloo, Black Hawk County,Iowa; thence S 51°28'16" E along the Westerly end of said Tower Park Drive a distance of 60.00 feet;thence Southwesterly along a curve concave Northwesterly having a radius of 142.72 feet and a long chord bearing S 64°43'57" W a distance of 130.55 feet; thence N 89°03'48" W a distance of 58.09 feet; thence Southerly along a curve concave Southeasterly having a radius of 20.00 feet and a long chord bearing S 45°14'59" W a distance of 31.90 feet; thence S 00026'14" E a distance of 346.22 feet;thence N 89°34'11" W a distance of 30.00 feet to the East line of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00026'14" E along the East line of the NW 1/4 of the NE 1/4 and the East line of the SW 1/4 of the NE 1/4 of said Section 9 a distance of 470.00 feet to the Northerly R-O-W of U.S. Hwy. 20; thence N 89°34'11" W along said Northerly R-O-W a distance of 780.00 feet; thence N 00°26'14" W a distance of 530.00 feet; thence S 89"34'11" E a distance of 750.00 feet; thence N 00°26'14" W a distance of 367.24 feet;thence S 89003'48" E a distance of 30.01 feet to the point of beginning, all in the City of Waterloo, Black Hawk County, Iowa. The East line of the NW 1/4 of the NE 1/4 of Section 9-88-13, Waterloo,Black Hawk County, Iowa is assumed to bear S 00°26'14" E. Except the following 5 areas removed from the Amendment No. 1 area by Amendment No. 3 (2017): Area 1: That part of the above described Amendment No. 1 area located in Section 9 and 10 of T88 R13 lying Southerly of the centerline of US Highway 20. Area 2: That part of the above described Amendment No. 1 area located in Section 8 of T88 R13,but not excepting that part of said Section 8 described as Beginning at the intersection of the East line of the NE '/4 of said Section 8 and an Easterly extension of the South line of the parcel of land described in Land Deed Book 543,Page 141,in the Black Hawk County Recorder's Office;thence S89°40'05"W 49.00'; Page 515 of 577 thence continuing S89°40'05"W 188.62'; thence S89°05'28"W to the Easterly right-of-way line of Galactic Drive; thence Northerly along said Easterly right-of-way line and an extension of said Easterly right-of-way line to the centerline of West San Marnan Drive; thence Easterly along said centerline to a point that would intersect a Northerly extension of the East line of said Section 8; thence Southerly along said Northerly extension and the East line of said Section 8 to the Point of Beginning. Area 3: That part of the above described Amendment No. 1 area described as Beginning at the intersection of the centerline of West San Mannan Drive and the Northerly extension of the West line of the Northeast'/4 of the Northwest'/4 of Section 9,T88 R13; thence Southerly along said Northerly extension and said West line to the Northerly right-of-way line US Highway 20; thence Easterly along said Northerly right-of-way line to the Southwest corner of Lot 1 of Tower Technology Park Plat No. 1; thence Northerly along the Westerly line of said Lot 1 to the Northwest corner of said Lot 1; thence Northerly along the Westerly most line of Tract A of Tower Technology Park Plat No. 1 to the Northwest corner of said Tract A that is on said Westerly most line of said Tract A; thence Easterly along the Northerly right-of-way line of Fisher Drive, as presently established,to a point that is N89°34'50"W 50.00' from the Southwest corner of Lot 3 of Tower Park No. 5; thence NO°26'00"W 310.66' to the Southerly right-of-way line of Tower Park Drive, as presently established; thence Easterly along said Southerly right-of-way line to a point where a Southerly extension of the West line of Lot 2 of Tower Park No. 5 would intersect; thence Northerly along a Southerly extension of said West line, along said West line, and along a Northerly extension of said West line to the centerline of West San Mannan Drive; thence Westerly along said centerline to the point where a Northerly extension of the Easterly line of Lot 1 of Tower Park No. 6 would intersect; thence Southerly along said Northerly extension and said Easterly line to the Southeast corner of said Lot 1; thence Westerly along the South line of said Lot 1 to the Southwest corner of said Lot 1; thence Northerly along the Easterly right-of-way line of Hurst Drive and a Northerly extension of said Easterly right-of-way line to the centerline of West San Marnan Drive; thence Westerly along said centerline of West San Mannan Drive to the Point of Beginning. Area 4: That part of the above described Amendment No. 1 area described as: Lot 1, Tract A, and Tract B of Tower Park No. 4. Area 5: That part of the above described Amendment No. 1 area described as: Lot A and Lot 3 except the East 21.99 feet of Lot 3 of Country Club Business Center Addition, and Lot 2 of Country Club Business Center Second Addition, and Lot 3 of Country Club Business Center Third Addition. Amendment No. 2 area (2015) (Amendment No. 2 Subarea) A parcel of land in the Northwest Quarter(NW '/4) of Section 10,Township 88 North, Range 13 West of the 5th P.M., Black Hawk County, Iowa, described as follows: Beginning at the intersection of the centerline of Kimball Avenue and the centerline of US Highway 20; thence Easterly along the centerline of US Highway 20 to the intersection of said centerline and the Southerly extension of the Western-most line of Lot 1, Anderson's Addition; thence Northerly along said Western-most line of Lot 1,Anderson's Addition and the extension thereof,to the South line of Lot 1, Anderson's 1st Addition;thence Westerly along the South line of Lot 1,Anderson's 1't Addition and the South end of the Mirage Ridge right of way to the West right of way line of Mirage Ridge; thence North Page 516 of 577 along the West right of way line of Mirage Ridge to the South line of Lot 1,Anderson's Fifth Addition; thence Westerly along the South line of Lot 1,Anderson's Fifth Addition and Lot 1, Anderson's Eighth Addition and the Westerly extension thereof,to the centerline of Kimball Avenue; thence Southerly along the centerline of Kimball Avenue to the centerline of US Highway 20 and the point of beginning, all in the City of Waterloo,Black Hawk County, Iowa. Page 517 of 577 CITY OF WATERLOO , IOWA COMMUNITY PLANNING AND DEVELOPMENT 715 Mulberry Street . Waterloo,Iowa 50703-5783 • (319)291-4366 Fax(319)291-4262 • NOEL ANDERSON,Community Planning&Development Director DATE: October 13, 2017 Mayor TO: Planning and Zoning Commission Members QUENTIN HART From: Aric A. Schroeder, City Planner COUNCIL RE: Proposed Amendments to the San Marnan Area Urban Renewal MEMBERS ................... TOM Planning staff is proposing to amend the San Marnan Urban Renewal and POWERS Redevelopment Plan and TIF District by removing multiple areas from the Ward I existing TIF boundary, and then putting those areas back into the TIF boundary. BRUCE The end result of the amendments will not significantly increase the area of the JACOBS existing TIF boundary. One additional area that was not previously included in Ward the TIF District will be added to correct a previous error in the boundary. The PAT areas being removed and then put back in the TIF are undeveloped areas that are MORRISSEY not likely to develop before their 20 year sunset, and the amendment will establish Ward 3 a new 20 year sunset for these areas. Once removed from the existing TIF, any JEROME increment will be released from the TIF, and once put back in, the current values AMOS will become the new frozen base that is released to all taxing entities, including the Ward 4 City of Waterloo's general fund. Only future increment from future development RON of these areas would be captured by the TIF. This would appear to be the best WELPER model to accomplish economic development of this area. The amendment will wards also update projects and project budgets to be included in the Plan, and include TOM other general updates to the Plan. LIND At-Large Attached are three maps, including a map that shows the existing San Marnan Development Plan Area TIF District Boundary, as well as a map that shows what STEVE areas would be removed (Amendment No. 3), and then a map that shows the SCHMITT areas to be put back into the TIF District(Amendment No. 4). At-Large If you have any questions on the amendments, please contact our office. Respectfully, Aric A. Schroeder, City Planner WE'RE WORKING FOR YOU! Page 518 of 577 An Equal Opportunity/Affirmative Action Employer g �__�:■aR°��♦seg♦a�� ■Iliiellie���fl�® - ��e� ®:Is♦♦!!!= ■�■� o AAA®:w �..N- ♦ 1�® 111- LIM �� 111119'�s.•�® ® ■.�11®■� MAP�i �i�s 1 ®[®■ \i1111111111! ♦♦ QI s®■� Him (I,IIlllllli�r�+awlueuueu � � � • .�=®A���®sI91111i11111E111U��o0 � ®® rl 1l milli IIIIIii11C1A [� ®�+� ♦�°�i i111A'i� IN 11♦+lar fie► 11.1116 �� I �■� �� 7�' n�� 1 Mule■�� �1■�■ •. 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I�►i�►i ■■■...■.�1■��� r■7 .� ' � i`111111 ■ i1:1■Im11m111m1■ 1 � � ;: 1111111■ CITY OF WATERLOO Council Communication San Marnan Urban Renewal and Redevelopment Plan Amendment No. 4 Expansion Area, to expand the boundaries of the TIF area and include other updates. City Council Meeting: 12/18/2017 Prepared: 11/20/2017 REVIEWERS: Department Reviewer Action Date Planning& Zoning Schroeder, Aric Approved 11/20/2017 - 1:08 PM Clerk Office Even, LeAnn Approved 11/20/2017 - 4:21 PM ATTACHMENTS: Description Type ❑ P&Z Memo for San Mannan Amendments Backup Material ❑ San Marnan Dev Pllan No. 4 Cover Memo Motion to receive, file, consider and pass for the third time and adopt an Ordinance providing that general property taxes levied and collected each year on all property located within the newly expanded San Marnan Urban Renewal and Redevelopment Plan Area, in the City of Waterloo, County of SUBJECT: Black Hawk, State of Iowa, by and for the benefit of the State of Iowa, City of Waterloo, County of Black Hawk, Waterloo Community School District and other taxing districts,be paid to a special fund for payment of principal and interest on loans, monies advanced to and indebtedness, including bonds issued or to be issued, incurred by said City in connection with said urban renewal Pro-ject. . Submitted by: Submitted By:Noel Anderson, Community Planning and Development Director Recommended Action: Approval By separate action the San Marnan Urban Renewal and Redevelopment Plan is being amended to remove multiple areas from the existing TIF boundary. This amendment will put those areas back into the TIF boundary, and add one additional property. The end result of the amendments will only increase the area of the existing TIF boundary by including one additional parcel. The areas being removed and then put back in the TIF are undeveloped areas that are not likely to develop before their 20 year sunset, and the amendment will establish a new 20 year sunset for these areas. Once removed from the existing TIF, any increment will be released from the TIF, and once put back in, the current values will become Summary Statement: the new frozen base that is released to all taxing entities, including the City of Waterloo's general fund. Only future increment from future development of these areas would be captured by the TIF. This would appear to be the best model to accomplish economic development of this area. Amendments to a Page 522 of 577 TIF Plan require a consultation with taxing entities, which was held on November 8, 2017. The amendment will also update projects and include additional projects and update related financial information, and include other general updates to the Plan. The Planning, Programming and Zoning Commission reviewed the proposed amendment at their regular meeting on November 14, 2017 and unanimously recommended approval of the amendment. Expenditure Required: None Source of Funds: n/a Policy Issue: Economic Development, Strategic Plan Policies 1, 3 and 4. Legal Descriptions: See Attached Page 523 of 577 CITY OF WATERLOO , IOWA COMMUNITY PLANNING AND DEVELOPMENT 715 Mulberry Street . Waterloo,Iowa 50703-5783 • (319)291-4366 Fax(319)291-4262 • NOEL ANDERSON,Community Planning&Development Director DATE: October 13, 2017 Mayor TO: Planning and Zoning Commission Members QUENTIN HART From: Aric A. Schroeder, City Planner COUNCIL RE: Proposed Amendments to the San Marnan Area Urban Renewal MEMBERS ................... TOM Planning staff is proposing to amend the San Marnan Urban Renewal and POWERS Redevelopment Plan and TIF District by removing multiple areas from the Ward I existing TIF boundary, and then putting those areas back into the TIF boundary. BRUCE The end result of the amendments will not significantly increase the area of the JACOBS existing TIF boundary. One additional area that was not previously included in Ward the TIF District will be added to correct a previous error in the boundary. The PAT areas being removed and then put back in the TIF are undeveloped areas that are MORRISSEY not likely to develop before their 20 year sunset, and the amendment will establish Ward 3 a new 20 year sunset for these areas. Once removed from the existing TIF, any JEROME increment will be released from the TIF, and once put back in, the current values AMOS will become the new frozen base that is released to all taxing entities, including the Ward 4 City of Waterloo's general fund. Only future increment from future development RON of these areas would be captured by the TIF. This would appear to be the best WELPER model to accomplish economic development of this area. The amendment will wards also update projects and project budgets to be included in the Plan, and include TOM other general updates to the Plan. LIND At-Large Attached are three maps, including a map that shows the existing San Marnan Development Plan Area TIF District Boundary, as well as a map that shows what STEVE areas would be removed (Amendment No. 3), and then a map that shows the SCHMITT areas to be put back into the TIF District(Amendment No. 4). At-Large If you have any questions on the amendments, please contact our office. Respectfully, Aric A. Schroeder, City Planner WE'RE WORKING FOR YOU! Page 524 of 577 An Equal Opportunity/Affirmative Action Employer g �__�:■aR°��♦seg♦a�� ■Iliiellie���fl�® - ��e� ®:Is♦♦!!!= ��■� o AAA®:w �..r- ♦ 1�® 111- er- — -.tp�wla®1 ■ —cellule�- .. _�:, . 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I�►i�►i ■■■■.■■■m1■��� r■7 .' ' � �`111111 ■ 11:1.1111111111■ � i 1111111■ Prepared by Aiic Schroeder,City of Waterloo,715 Mulberry Street,Waterloo,IA,50703 319-291-4366 Return to preparer after recording. SAN MARNAN URBAN RENEWAL AND REDEVELOPMENT PLAN (AMENDMENT NO. 4 - 2017) Page 528 of 577 INTRODUCTION The City of Waterloo 2010 Strategic Development Plan states the need to diversify and increase the property tax base by encouraging the retention and expansion and attraction of business and industry. The Land Use Plan states that the City should continually explore incentives to encourage development and increase employment that will help the City achieve these goals. Under the present circumstances, there is the need to bring about economic development; i.e., the expansion of existing industry and the attraction of new industry, which will further diversity and increase the property tax base and which will increase employment opportunities. The San Marnan Urban Renewal and Redevelopment Plan presents a proposal for the location of a business park on various lands between San Martian Drive and U.S. Highway 20 between West 4th Street and Iowa Highway 21. The Plan also will allow tax increment revenue to be used as incentives for the development of the area. These incentives would be negotiated and approved on a project-by-project basis at future dates. To achieve the primary objectives of this Plan, the City of Waterloo shall undertake the urban renewal actions as specified in this tax increment plan, pursuant to the powers granted to it under Chapter 403 of the Code of Iowa, as amended. - 1 - Page 529 of 577 TABLE OF CONTENTS I. SAN MARNAN URBAN RENEWAL AND REDEVELOPMENT PLAN AS AMENDED. A. DESCRIPTION OF PROJECT B. LAND USE PLAN C. PROJECT PROPOSALS D. OTHER PROVISIONS NECESSARY TO MEET STATE AND LOCAL REQUIREMENTS. E. PROCEDURES FOR CHANGES IN THE PLAN F. RELOCATION G. BONDING CAPACITY II. PROJECT BUDGET A. NARRATIVE B. LOANS OR GRANTS C. TAX INCREMENT FINANCING III. LEGAL DATA - ATTACHMENTS A. BOUNDARY MAP B. LEGAL DESCRIPTION C. STUDY OF BONDING CAPACITY D. PROJECT PROPOSALS AND BUDGET E. ACQUISITION CHECK LIST F. RELOCATION CHECK LIST G. PLANNING, PROGRAMMING &ZONING RESOLUTION H. NOTIFICATION TO TAXING ENTITIES AND RECORD OF CONSULTATION - 2 - Page 530 of 577 I. RESOLUTION ADOPTING PLAN J. ORDINANCE ADOPTING TAX INCREMENT FINANCING DISTRICT K. NOTICE OF PUBLIC HEARING - 3 - Page 531 of 577 I. SAN MARNAN URBAN RENEWAL AND REDEVELOPMENT PLAN AS AMENDED. A. Description of Project 1. Boundary Map (See Attachment"A") 2. Boundary Description(See Attachment`B") 3. Findings and Objectives a. Findings The City of Waterloo proposes to undertake the San Marnan Urban Renewal and Redevelopment Plan under the provisions of the Iowa Code Chapter 403, as amended to date. It is hereby found and declared that there exists in the proposed San Marnan Urban Renewal and Redevelopment Plan Area the continuing need for programs to alleviate and prevent conditions of unemployment; and that it is accordingly necessary to assist and retain local industries and commercial enterprises to strengthen and revitalize the economy of this City; that accordingly it is necessary to provide means and methods for the encouragement and assistance of industrial and commercial enterprises in locating, purchasing, constructing, reconstructing, modernizing, improving, maintaining,repairing, furnishing, equipping, and expanding in this City; and that it is also necessary to encourage the location and expansion of commercial enterprises to more conveniently provide needed services and facilities of the commercial enterprises to Waterloo and the residents of the City. b. Objectives of the Plan This Plan is intended to strengthen the economy, promote commercial and industrial development, expansion, of existing business and industry and attraction of new industry. In accordance with this public purpose, the San Marnan Project is intended to accomplish the following objectives: (1) To provide for the expansion of the existing uses and the establishment of new uses which are essential for the economic development and redevelopment of the area. (2) Encourage investment in the residential, commercial, and industrial existing uses and vacant land in the San Marnan - 4 - Page 532 of 577 Area by enhancing the environment and making it more conducive to economic development. (3) Provide incentives to expand existing business and industrial uses and attract new industrial and commercial uses as allowed under Chapter 15A of the Code of Iowa, such as tax abatements, tax rebates, land acquisition, demolition, loans, grants and/or any other incentives that will result in development of the San Marnan Area. (4) Increase employment opportunities for the citizens of Waterloo. (5) Provide the necessary infrastructure, such as sanitary sewer, storm sewer, streets, traffic control, parking, skywalks, street amenities,bike trails, etc., that may be necessary as the area is developed. (6) All objectives of the original plan adopted in 1999, Amendment No. 1 plan adopted in 2004, and Amendment No. 2 plan adopted in 2009. B. Land Use Plan 1. This Plan is in conformance with the previously adopted Comprehensive Plan for the City of Waterloo. 2. As part of good planning and land use, the following goals are inherent to the realization of plan objectives. a. Stimulate land uses which will strengthen and compliment existing sound land use relationships within the surrounding community. b. Stabilize and increase employment in the area. C. Encourage investment in the area. d. Conserve and enhance the existing community facilities necessary to serve the surrounding area. 3. This plan is consistent with the long-range land use plan in that both strive to: a. Maintain the City's role as a regional center of commerce and industry. - 5 - Page 533 of 577 b. Assure land uses which will strengthen and compliment existing appropriate land use relationships within the surrounding community. C. Encourage sound growth and investment in the area. d. Increase employment in the area by encouraging economic development. e. To provide economic incentives that may increase employment opportunities within the City. C. Project Proposals 1. General Renewal Activities a. The City intends to acquire land or interests in land to facilitate development that is consistent with this Plan and site improvements. b. The City intends to provide public facilities that are needed from time to time such as streets, sanitary sewers, storm sewers,parking, traffic control, streetscape amenities, skywalks, bike trails, etc. C. The City may make loans or grants to private persons or businesses for economic development and/or redevelopment purposes on such terms as may be determined by the City Council. d. The City may borrow money and provide security therefore. e. The City may establish and enforce controls, standards, and restrictions on land use and buildings. f. The City may make or have made surveys and plans necessary for the implementation of the urban renewal program and specific urban renewal project activities. g. The City may use tax increment financing to achieve a more marketable and competitive land-offering price, to provide for necessary physical improvements and infrastructure, and to find other urban renewal project costs. h. The City may use any and all other powers, without limitation, granted by the Code to develop and provide for improved economic conditions in the City of Waterloo. - 6 - Page 534 of 577 i. Pay all legal fees, consulting fees, and related expenses associated with the administration and operation of the San Marnan Urban Renewal and Redevelopment Area. 2. Land Acquisition and Disposition The City intends to finance the acquisition of one or more tracts of land in the Project Area for purposes of private development. Other areas may be identified for acquisition in the future for the following purposes: a. To provide sites for needed private and public improvements or facilities or other public purposes, in proper relationship to the projects demand for such facilities and in accordance with accepted criteria for the development of such facilities; b. To assemble land into parcels of adequate size and shape to meet contemporary development needs and standards and to allow new construction to meet the objectives of the Plan. C. To acquire any and all interests in any property within the Project Area, which in any way dominates or controls usage of other real property, proposed to be acquired. The City may make improvements for redevelopment or transfer of land to private developers. Improvements will be accomplished in accordance with the goals and objectives of this Plan and in concert with other actions to ensure timely improvement of the land. The City may advertise and solicit development proposals, may negotiate directly with prospective developers, and may dispose of all or a portion of the property acquired by it for the purpose of redevelopment in accordance with the goals and objects of this Plan. The property so disposed of may include vacated right-of-way and other lands under public ownership, which are not needed for public purposes. The City may subdivide, vacate, or otherwise change the recorded arrangement of property under its control to accomplish the goals and objectives of this Plan. 3. San Marnan Urban Renewal and Redevelopment Area Projects a. Over time project agreements will be developed to outline specifics of projects that meet the objectives of the San Marnan Urban Renewal and Redevelopment Area. The known and anticipated projects are listed in Attachment"D". In the future this - 7 - Page 535 of 577 list of projects may be amended or added by the action of the City Council after proper notice and hearing. 4. Public Improvements a. Infrastructure such as streets, sewers, parking, streetscape, bike trails, skywalks, sidewalks, etc. will be constructed in association with enhancing the new development projects using the local option sales tax for street reconstruction and G.O. Bonds which will be paid off will the increased tax increment revenues resulting from private investment in the San Martian area. D. Other Provisions Necessary to Meet State and Local Requirements I. In accordance with this San Martian Urban Renewal and Redevelopment Plan, the City of Waterloo will take whatever action it deems necessary to close, vacate,plan or replan streets,roads, sidewalks, walkways or other places within the project area. 2. In the event it is deemed necessary for the successful implementation of the plan to acquire any properties, land acquisition procedures will be in conformance with policies and procedures used in the City's acquisition programs. (Current policy attached as Attachment"E".) E. Procedures for Changes in the Plan 1. This plan may be modified at any time provided it is done in accordance with the Iowa Code Chapter 403, and the proposed plan modification is approved by the Waterloo, Planning, Programming and Zoning Commission and a public hearing is held. F. Relocation 1. All relocation will be carried out in accordance with Iowa Code, Chapter 403.5, 4a, and in the event any properties area acquired and it is necessary to relocate families, individuals or businesses, relocation assistance will be provided by the City's Community Planning and Development Relocation staff. (Current policy attached as Attachment"F".) G. Bonding Capacity 1. For updated information about unused bonding capacity for the City of Waterloo, see Attachment"C" attached to the latest Plan amendment. - 8 - Page 536 of 577 II. Project Budget A. Narrative The San Marnan Urban Renewal and Redevelopment Plan includes the areas as described in Attachment`B". As each project is developed, the City Council may enter into a specific project agreement, which after public hearing will identify the specific financial incentives that maybe used on each project. Therefore, a total value on the financial incentives cannot be identified at this time. The following projects will be developed, but specific project budgets cannot be identified as specific locations are not available. However, preliminary budgets for known projects are listed in Attachment"D". 1. Acquisition of property. 2. Tax rebate program. The property tax assessment base on the real estate where a new development and/or redevelopment is completed is frozen. While the frozen amount will be guaranteed to each taxing jurisdiction, the increased tax revenue resulting from the new development may be rebated annually to the developer for up to twenty(20) years. The developer may use these funds in two ways: (1) to pay off private debt incurred in financing the new construction and/or the rehabilitation/renovation of an existing commercial building, or(2) to pay off public improvements (street and/or parking improvements, etc.) associated in enhancing the new development and/or the total rehabilitation/renovation project. A specific project agreement will be required for each project. The taxable value must be increased by a minimum of 10% and increase the annual tax by a minimum of$500.00. This program is not applicable to the Self Supported Municipal Improvement District levy or other special tax assessments and/or the debt service levy. 3. Project loans and/or grants. 4. Infrastructure such as streets, sewers, parking, streetscape, bridge improvements, skywalks, sidewalks, etc. B. Loans or Grants. The making of loans or grants of public funds to private businesses within the Project Area may be deemed necessary or appropriate for economic development purposes (as defined in Chapter 15A of the Code) and to aid in the planning, undertaking, and carrying out of urban renewal project activities authorized under this San Marnan Urban Renewal and Redevelopment Plan and the Code. In furtherance of the objectives under this San Marnan Urban Renewal and - 9 - Page 537 of 577 Redevelopment Plan, the City may determine to issue general obligation bonds, tax increment revenue bonds or other such obligations, or loan agreements for the purpose of making loans or grants funds to private businesses located in the Project Area. Alternatively, the City may determine to use available funds for making such loans or grants. C. Tax Increment Financing. The City intends to utilize tax increment financing as a means to help pay for the costs associated with the development of the Project Area. General obligation bonds, tax increment revenue bonds or other such obligations or loan agreements may be issued by the City, the tax increment reimbursement may be sought for, among other things, the following costs (if and to the extent incurred by the City): 1. The construction of public improvements, such as streets, sanitary sewers, sewage treatment lagoons, storm sewers, parking facilities, water mains, bike trails or sidewalks; 2. The acquisition of land and preparation of same for sale to private developers or for public purposes or public improvements. 3. The making of loans or grants to private businesses under Chapter 15A or Chapter 403 of the Code, including debt service payments on any bonds or notes issued to finance such loans or grants; or 4. Providing the local matching share of CEBA, RISE, or other state, federal, or local grants and loan programs. Nothing herein shall be construed as a limitation on the power of the City to exercise any lawful power granted to the City under Chapter 15A, Chapter 260E, Chapter 384, Chapter 403, Chapter 404, Chapter 427B, or any other provision of the Code in furtherance of the objectives of this Urban Renewal Plan. III. Legal Data See Attachments A-K A. Boundary Map B. Legal Description C. Study of Bonding Capacity D. Project Proposals and Budget E. Acquisition Checklist - 10 - Page 538 of 577 F. Relocation Checklist G. Planning, Programming & Zoning Commission Resolution H. Notification to Taxing Entities and Record of Consultation L Resolution Adopting Plan J. Ordinance Adopting Tax Increment Finance District K. 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' � �`111111 ■ II:1■Immmm11mm1■ � i m111mm1■ Attachment B SAN MARNAN URBAN RENEWAL AND REDEVELOPMENT PLAN URBAN RENEWAL AREA LEGAL DESCRIPTIONS Original area (1999) (Original Subarea) A part of the NW 1/4 of the NE 1/4, NE 1/4 of the NE 1/4 and the SW 1/4 of the NE 1/4 of Section 9-88- 13, Waterloo,Black Hawk County, Iowa, described as follows: Commencing at the Northeast corner of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00°26'14" E along the East Line of the NW 1/4 of the NE 1/4 of said Section 9 a distance of 463.53 feet to the point of beginning; thence S 89°03'48" E a distance of 110.02 feet; thence Northeasterly along a curve concave Northwesterly having a radius of 82.72 feet and a long chord bearing N 64°43'56" E a distance of 75.66 feet to the Northerly R-O-W line of Tower Park Drive as platted in Tower Park, Waterloo, Black Hawk County, Iowa; thence S 51°28'16" E along the Westerly end of said Tower Park Drive a distance of 60.00 feet;thence Southwesterly along a curve concave Not having a radius of 142.72 feet and a long chord bearing S 64°43'57" W a distance of 130.55 feet; thence N 89°03'48" W a distance of 58.09 feet; thence Southerly along a curve concave Southeasterly having a radius of 20.00 feet and a long chord bearing S 45°14'59" W a distance of 31.90 feet; thence S 00°26'14" E a distance of 346.22 feet; thence N 89°34'11" W a distance of 30.00 feet to the East line of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00°26'14" E along the East line of the NW 1/4 of the NE 1/4 and the East line of the SW 1/4 of the NE 1/4 of said Section 9 a distance of 470.00 feet to the Northerly R-O-W of U.S. Hwy. 20; thence N 89°34'11" W along said Northerly R-O-W a distance of 780.00 feet; thence N 00°26'14" W a distance of 530.00 feet; thence S 89°34'11" E a distance of 750.00 feet;thence N 00°26'14" W a distance of 367.24 feet;thence S 89°03'48" E a distance of 30.01 feet to the point of beginning, all in the City of Waterloo, Black Hawk County, Iowa. The East line of the NW 1/4 of the NE 1/4 of Section 9-88-13, Waterloo,Black Hawk County, Iowa is assumed to bear S 00°26'14" E. Amendment No. 1 area (2004) (Amendment No. 1 Subarea) (as modified by Amendment No. 3 (2017)) Beginning at the intersection of the centerlines of W. 4"' Street and West San Marnan Drive,thence Easterly along the centerline of West San Marnan Drive to the point where the centerline of Johnathon Street extended would intersect said centerline, thence South and Southeasterly along the extension of the centerline and the centerline of Johnathon Street to the South line of Tower Park Drive,thence Southwesterly along an arc following the Southerly line of Tower Park Drive to the Westerly line of Tract A of Tower Park Addition, thence South 45026' 14"East a distance of 173.84 feet,to a point on the Southwesterly line of Lot 1 Tower Park Addition,thence following said line of Lot 1 57.3 feet along a 64 foot radius curve,thence South 45°26' 14"East 52 feet to the point of intersection of Lot 1 and Tract A, thence South 54°48' 14"East to the most Southerly corner of Tract A, thence in a straight line to the most Westerly corner of Lot 1 of Tower Park No. 2, thence East along the South line of said Lot 1 and an Page 541 of 577 extension thereof to the centerline of Kimball Avenue,thence South along the centerline of Kimball Avenue to the centerline of U.S. Highway 20,thence Easterly along the centerline of U.S. Highway 20 to its intersection with the East line of the West 1/4 of Section 10 Township 88 Range 13,thence South along the East line of the West N of said Section 10 to the South line of said Section,thence West along the South line of Section 10 Township 88 Range 13 to the Southwest corner of said Section,thence continuing West along the South line of Section 9 Township 88 Range 13 to the Southwest corner of said Section,thence West 466 feet along the South line of Section 8 Township 88 Range 13,thence North 466 feet,thence East 466 feet to the East line of said Section 8,thence North along the East line of said Section to its intersection with the centerline of U.S. Highway 20,thence Westerly along said centerline to its intersection with the centerline of West 4th Street,thence North along the centerline of West 4th Street to the centerline of San Marnan Drive, said point being the point of beginning, except that part described as follows: A part of the NW 1/4 of the NE 1/4,NE 1/4 of the NE 1/4 and the SW 1/4 of the NE 1/4 of Section 9-88- 13, Waterloo,Black Hawk County, Iowa, described as follows: Commencing at the Northeast corner of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00°26'14" E along the East Line of the NW 1/4 of the NE 1/4 of said Section 9 a distance of 463.53 feet to the point of beginning; thence S 89°03'48" E a distance of 110.02 feet; thence Northeasterly along a curve concave Northwesterly having a radius of 82.72 feet and a long chord bearing N 64°43'56" E a distance of 75.66 feet to the Northerly R-O-W line of Tower Park Drive as platted in Tower Park, Waterloo, Black Hawk County,Iowa; thence S 51°28'16" E along the Westerly end of said Tower Park Drive a distance of 60.00 feet;thence Southwesterly along a curve concave Northwesterly having a radius of 142.72 feet and a long chord bearing S 64°43'57" W a distance of 130.55 feet; thence N 89°03'48" W a distance of 58.09 feet; thence Southerly along a curve concave Southeasterly having a radius of 20.00 feet and a long chord bearing S 45°14'59" W a distance of 31.90 feet; thence S 00026'14" E a distance of 346.22 feet;thence N 89°34'11" W a distance of 30.00 feet to the East line of the NW 1/4 of the NE 1/4 of said Section 9; thence S 00026'14" E along the East line of the NW 1/4 of the NE 1/4 and the East line of the SW 1/4 of the NE 1/4 of said Section 9 a distance of 470.00 feet to the Northerly R-O-W of U.S. Hwy. 20; thence N 89°34'11" W along said Northerly R-O-W a distance of 780.00 feet; thence N 00°26'14" W a distance of 530.00 feet; thence S 89"34'11" E a distance of 750.00 feet; thence N 00°26'14" W a distance of 367.24 feet;thence S 89003'48" E a distance of 30.01 feet to the point of beginning, all in the City of Waterloo, Black Hawk County, Iowa. The East line of the NW 1/4 of the NE 1/4 of Section 9-88-13, Waterloo,Black Hawk County, Iowa is assumed to bear S 00°26'14" E. Except the following 5 areas removed from the Amendment No. 1 area by Amendment No. 3 (2017): Area 1: That part of the above described Amendment No. 1 area located in Section 9 and 10 of T88 R13 lying Southerly of the centerline of US Highway 20. Area 2: That part of the above described Amendment No. 1 area located in Section 8 of T88 R13,but not excepting that part of said Section 8 described as Beginning at the intersection of the East line of the NE '/4 of said Section 8 and an Easterly extension of the South line of the parcel of land described in Land Deed Book 543,Page 141,in the Black Hawk County Recorder's Office;thence S89°40'05"W 49.00'; Page 542 of 577 thence continuing S89°40'05"W 188.62'; thence S89°05'28"W to the Easterly right-of-way line of Galactic Drive; thence Northerly along said Easterly right-of-way line and an extension of said Easterly right-of-way line to the centerline of West San Marnan Drive; thence Easterly along said centerline to a point that would intersect a Northerly extension of the East line of said Section 8; thence Southerly along said Northerly extension and the East line of said Section 8 to the Point of Beginning. Area 3: That part of the above described Amendment No. 1 area described as Beginning at the intersection of the centerline of West San Mannan Drive and the Northerly extension of the West line of the Northeast'/4 of the Northwest'/4 of Section 9,T88 R13; thence Southerly along said Northerly extension and said West line to the Northerly right-of-way line US Highway 20; thence Easterly along said Northerly right-of-way line to the Southwest corner of Lot 1 of Tower Technology Park Plat No. 1; thence Northerly along the Westerly line of said Lot 1 to the Northwest corner of said Lot 1; thence Northerly along the Westerly most line of Tract A of Tower Technology Park Plat No. 1 to the Northwest corner of said Tract A that is on said Westerly most line of said Tract A; thence Easterly along the Northerly right-of-way line of Fisher Drive, as presently established,to a point that is N89°34'50"W 50.00' from the Southwest corner of Lot 3 of Tower Park No. 5; thence NO°26'00"W 310.66' to the Southerly right-of-way line of Tower Park Drive, as presently established; thence Easterly along said Southerly right-of-way line to a point where a Southerly extension of the West line of Lot 2 of Tower Park No. 5 would intersect; thence Northerly along a Southerly extension of said West line, along said West line, and along a Northerly extension of said West line to the centerline of West San Mannan Drive; thence Westerly along said centerline to the point where a Northerly extension of the Easterly line of Lot 1 of Tower Park No. 6 would intersect; thence Southerly along said Northerly extension and said Easterly line to the Southeast corner of said Lot 1; thence Westerly along the South line of said Lot 1 to the Southwest corner of said Lot 1; thence Northerly along the Easterly right-of-way line of Hurst Drive and a Northerly extension of said Easterly right-of-way line to the centerline of West San Mannan Drive; thence Westerly along said centerline of West San Mannan Drive to the Point of Beginning. Area 4: That part of the above described Amendment No. 1 area described as: Lot 1, Tract A, and Tract B of Tower Park No. 4. Area 5: That part of the above described Amendment No. 1 area described as: Lot A and Lot 3 except the East 21.99 feet of Lot 3 of Country Club Business Center Addition, and Lot 2 of Country Club Business Center Second Addition, and Lot 3 of Country Club Business Center Third Addition. Amendment No. 2 area (2015) (Amendment No. 2 Subarea) A parcel of land in the Northwest Quarter(NW '/4) of Section 10,Township 88 North, Range 13 West of the 5th P.M., Black Hawk County, Iowa, described as follows: Beginning at the intersection of the centerline of Kimball Avenue and the centerline of US Highway 20; thence Easterly along the centerline of US Highway 20 to the intersection of said centerline and the Southerly extension of the Western-most line of Lot 1, Anderson's Addition; thence Northerly along said Western-most line of Lot 1,Anderson's Addition and the extension thereof,to the South line of Lot 1, Anderson's 1st Addition;thence Westerly along the South line of Lot 1,Anderson's 1't Addition and the South end of the Mirage Ridge right of way to the West right of way line of Mirage Ridge; thence North Page 543 of 577 along the West right of way line of Mirage Ridge to the South line of Lot 1,Anderson's Fifth Addition; thence Westerly along the South line of Lot 1,Anderson's Fifth Addition and Lot 1, Anderson's Eighth Addition and the Westerly extension thereof,to the centerline of Kimball Avenue; thence Southerly along the centerline of Kimball Avenue to the centerline of US Highway 20 and the point of beginning, all in the City of Waterloo,Black Hawk County,Iowa. Amendment No. 4 area (2017) (Amendment No. 4 Subarea) That part of the above described Amendment No. 1 area located in Section 9 and 10 of T88 R13 lying Southerly of the centerline of US Highway 20. And, That part of the above described Amendment No. 1 area located in Section 8 of T88 R13,but not excepting that part of said Section 8 described as Beginning at the intersection of the East line of the NE '/4 of said Section 8 and an Easterly extension of the South line of the parcel of land described in Land Deed Book 543, Page 141, in the Black Hawk County Recorder's Office;thence S89°40'05"W 49.00'; thence continuing S89°40'05"W 188.62';thence S89°05'28"W to the Easterly right-of-way line of Galactic Drive; thence Northerly along said Easterly right-of-way line and an extension of said Easterly right-of-way line to the centerline of West San Martian Drive; thence Easterly along said centerline to a point that would intersect a Northerly extension of the East line of said Section 8; thence Southerly along said Northerly extension and the East line of said Section 8 to the Point of Beginning. And, That part of the above described Amendment No. 1 area described as Beginning at the intersection of the centerline of West San Martian Drive and the Northerly extension of the West line of the Northeast '/4 of the Northwest'/4 of Section 9, T88 R13; thence Southerly along said Northerly extension and said West line to the Northerly right-of-way line US Highway 20;thence Easterly along said Northerly right-of-way line to the Southwest corner of Lot 1 of Tower Technology Park Plat No. 1; thence Northerly along the Westerly line of said Lot 1 to the Northwest corner of said Lot 1; thence Northerly along the Westerly most line of Tract A of Tower Technology Park Plat No. 1 to the Northwest corner of said Tract A that is on said Westerly most line of said Tract A; thence Easterly along the Northerly right-of-way line of Fisher Drive, as presently established, to a point that is N89'34'50"W 50.00' from the Southwest corner of Lot 3 of Tower Park No. 5; thence NO°26'00"W 310.66' to the Southerly right-of-way line of Tower Park Drive, as presently established;thence Easterly along said Southerly right-of-way line to a point where a Southerly extension of the West line of Lot 2 of Tower Park No. 5 would intersect; thence Northerly along a Southerly extension of said West line, along said West line, and along a Northerly extension of said West line to the centerline of West San Martian Drive; thence Westerly along said centerline to the point where a Northerly extension of the Easterly line of Lot 1 of Tower Park No. 6 would intersect; thence Southerly along said Northerly extension and said Easterly line to the Southeast corner of said Lot 1;thence Westerly along the South line of said Lot 1 to the Southwest corner of said Lot 1; thence Northerly along the Easterly right-of-way line of Hurst Drive and a Northerly extension of said Easterly right-of-way lien to the centerline of West San Martian Drive;thence Westerly along said centerline of West San Martian Drive to the Point of Beginning. Page 544 of 577 And, That part of the above described Amendment No. 1 area described as: Lot 1, Tract A, and Tract B of Tower Park No. 4. And, That part of the above described Amendment No. 1 area described as: Lot A and Lot 3 except the East 21.99 feet of Lot 3 of Country Club Business Center Addition, and Lot 2 of Country Club Business Center Second Addition, and Lot 3 of Country Club Business Center Third Addition. And, That part of the Southeast'/4 of the Northeast'/4 of Section 10,T88 R13, lying Southerly of the centerline of US Highway 20, except the North 422 feet of the South 678.5 feet of the East 218.4 feet of said Southeast'/4 of the Northeast '/4, and except Parcel A,being part of the Northeast'/4 of Section 10, T88R13,pursuant to survey filed May 24, 2016 as Document No. 2016-019901, and except Tract B of said Southeast'/4 of the Northeast '/4,recorded as Land Deed 539, Page 330 in the Black Hawk County Recorder's Office. Page 545 of 577 Attachment C City of Waterloo Black Hawk County, Iowa Study of Bonding Capacity as of January 1, 2015 January 1, 2015 Actual Gross Assessed Valuation $3,770,142,165 Legal Bonding Rate 5% Legal Bonding Limit $ 188,507,108 Less Outstanding G.O. & Other Debt ($ 94,503,764) Unused Gross bonding Capacity $ 94,003,344 50% of legal limit Page 546 of 577 Attachment D-San Marnan Amendment No. 4 (2017) Project Proposals Proposed Budgets 1) Future or Anticipated Acquisition $8,000,000 2) Future or Anticiapted Demolition $500,000 3) Site Improvements, platting $500,000 4) Sanitary Sewer, water, road $4,000,000 5) Legal fees, consulting fees, and related expenses $500,000 associated with administration and operation of the Urban Renewal Area 6) Miscellaneous (certification, environmental) $300,000 7) WW Grainger Rebates $1,200,000 8) JJB Fin. Res. Adv.Tax Rebates $222,932 9) Cardinal 10,000 sq.ft. (Vets)Tax Rebates $468,866 10) Cardinal Medical PHP Tax Rebates $240,000 11) Hope Martin Anderson Tax Rebates $120,000 12) MFG LLC Tax Rebates $282,838 13) MBAK Kimball Beecher Tax Rebates $336,278 14) VGM - tax rebates $2,100,000 grant $700,000 15) New medical prospect- rebates $400,000 16) Taylor- rebates $450,000 17) Green Acres- rebates $504,000 Total $20,824,914 Page 547 of 577 Attachment E CITY OF WATERLOO, IOWA ACQUISITION CHECKLIST 1. City of Waterloo personnel determine property owners affected by the project. 2. Land is appraised or compensation estimate by staff utilized. If appraised, appraisers then inspect each property affected by the project and make a written appraisal report. The appraisal report will estimate the current market value of the land and improvements to be purchased by the City of Waterloo,plus any reduction in the value of remaining property should its value be adversely affected. The appraiser will contact the property owner for permission to inspect and study the property. The appraiser will interview the landowner to get information about he use and operation of the property to be purchased by the City of Waterloo. 3. The appraiser's report will be reviewed by qualified review appraisers for the City of Waterloo, if needed in specific acquisitions of contention. 4. The property owner will then be contacted by an acquisition agent from the City of Waterloo to present the property owner with an offer to purchase. This dollar amount is offered as just compensation for property being purchased by the City of Waterloo. 5. After agreement is reached, a contract is approved and signed by the City. Where title conditions permit, a partial payment of the purchase price can also be made available per the terms of the contract. 6. Reasonable time will be allowed for the occupant to vacate property purchased. Occupant will not be required to move sooner than ninety(90) days from the date the City makes the first offer to acquire the property. 7. Written notice specifying the date the property must be vacated will be given at least thirty(30) days prior to the required vacation date. The thirty(30) day notice will not be issued until payment by the City is received as agreed, or the money has been deposited by the City as prescribed by law. S. The City acquisition agent will arrange payment at the earliest possible date. 9. If the City's acquisition offer is rejected, fair market value will be determined in the course of eminent domain proceedings (commonly referred to as condemnation). - 16 - Page 548 of 577 ATTACHMENT "F" CITY OF WATERLOO, IOWA RELOCATION CHECK LIST 1. City of Waterloo personnel determine property owners affected by the project. 2. City of Waterloo Relocation Agent will contact family/occupant to determine the amount of eligible relocation benefits such as: a. Actual reasonable expenses as a result of moving (based upon two (2) quotations from movers approved by City of Waterloo). 3. To be eligible for assistance, occupant must not move until negotiations have started on the acquisition of the property without jeopardizing eligibility for moving cost payments. 4. If dissatisfied with the determination of the amount of payment offered under the Relocation Assistance Program, displaces may have the application reviewed by: a. Sending a written statement requesting the review and outlining the items in dispute to the City Planner, Community Planning and Development Department, City of Waterloo, 715 Mulberry Street, Waterloo, Iowa 50703 b. Stating the amount or amounts being claimed, if any, and including documentation and reasons why dissatisfied with the amount offered. 5. Upon receipt of your claim application, the City Planner will appoint a review board and notify you when and where a hearing will be held. The review board will recommend a decision on your claim to the City of Waterloo. The Relocation Agent will notify you in writing of the City of Waterloo's decision within one (1) week. - 17 - Page 549 of 577 ATTACHMENT "G" A RESOLUTION OF THE WATERLOO CITY PLANNING, PROGRAMMING, AND ZONING COMMISSION BE IT RESOLVED BY THE WATERLOO CITY PLANNING, PROGRAMMING, AND ZONING COMMISSION OF THE CITY OF WATERLOO: WHEREAS, the San Marnan Urban Renewal and Redevelopment Plan Amendment No. 4 for a Tax Increment Financing District has been prepared by the Planning and Zoning Department in Accordance with Chapter 403 of the Code of Iowa; and WHEREAS, said plan provides incentives for the expansion of the tax base improvements, economic development and creation of jobs; and, WHEREAS, said plan is in conformance with the Long Range Use Plan for this area, NOW THEREFORE, BE IT RESOLVED that the San Marnan Urban Renewal and Redevelopment Plan Amendment No. 4 be and is hereby reviewed and placed on file and recommended for approval and that the Secretary and Chairman of this Commission be and they are hereby authorized and directed to certify a copy of this Resolution. Passed and adopted this day of 2017. Craig Holdiman, Chairperson ATTEST: Aric Schroeder, Secretary CERTIFICATE We, Craig Holidamn, Chairperson and Aric Schroeder, Secretary, of the Planning Programming &Zoning Commission of the City of Waterloo, Iowa, do hereby certify that the foregoing is a true and correct copy of a certain resolution adopted by the Planning, Programming &Zoning Commission of the City of Waterloo, Iowa, on the date thereon indicated. Craig Holidman, Chairperson Aric Schroeder, Secretary - 18 - Page 550 of 577 Attachment H CITY OF WATERLOO, IOWA CONSULTATION WITH TAXING ENTITIES - 19 - Page 551 of 577 Attachment I CITY OF WATERLOO, IOWA RESOLUTION ADOPTING - 20 - Page 552 of 577 Attachment J CITY OF WATERLOO, IOWA ORDINANCE ADOPTING - 21 - Page 553 of 577 Attachment K CITY OF WATERLOO, IOWA NOTICE OF PUBLIC HEARING - 22 - Page 554 of 577 CITY OF WATERLOO Council Communication Motion approving Change Order No. 1, with Croell Construction, Inc. in the amount of$570.10 in conjunction with improvements to the FY 2017 Taxiway "C" pavement reconstruction Project, and authorize the Mayor to execute said document. City Council Meeting: 12/18/2017 Prepared: 12/13/2017 REVIEWERS: Department Reviewer Action Date Airport Kaspari, Keith Approved 12/13/2017 - 12:22 PM Clerk Office Even, LeAnn Approved 12/13/2017 - 3:07 PM ATTACHMENTS: Description Type D Changer Order Document No: 1 Cover Memo D FAA Letter of Approval for Change Order No: 1 Cover Memo Submitted by: Submitted By: Keith KasparL Airport Director Recommended Action: Approve of the Change Order as recommended by Staff. This project Change Order is for: 1. Delete Subdrain at($93,117.50) 2. Delete Catch Basin at($10,000) 3. Add $5,012.70 for pavement marking removal(Taxiway Radius Line from Summary Statement: Runway 18/36 to Taxiway Stub Connector C-1. 4. Add Subdrain at$89,924.90. 5. Add Resized Catch Basin at$8,750.00 Total Change Order(Add) $570.10. This Change Order will add $570.10 to the overall project, going- Expenditure Required: From: $2,128,833.19 To: $2,129,403.29 Source of Funds: FAA's Airport Improvement Program(AIP) at 90% of all funding, with the City of Waterloo providing the remaining 10%. This request complies with the City of Waterloo's Strategic Plan as follows: Policy Issue: Goal No: 3, and Strategy Nos: 3.3, 3.4 and 3.5. Goal No:4, and Strategy No:4.5. Alternative: No alternatives were selected for this request by Staff. Page 555 of 577 This Change Order reflects the work of our Airport Consulting Engineer to continue its project saving and cost efforts to reduce construction costs, when possible. The increase in the Change Order is reflective of the need to perform Background Information: pavement marking removal efforts from the Centerline of Runway 18/36 to the Taxiway Charlie Stub Connector(C-1), which is being permanently removed as part of this overall project, and the pavement markings were required to be removed prior to reopening Runway 18/36 for active aircraft operations, and for the safety of aircraft operators for turning off the runway to a section of pavement that is no longer there. Legal Descriptions: Not Applicable. Page 556 of 577 CHANGE ORDER NO. 1 Owner Waterloo Regional Airport, City of Waterloo,Iowa Date December 05, 2017 Project Reconstruct Taxiway C—North of Runway 12/30, Reconstruct Taxiway C— South of Runway 12/30 Owner's Contract No. FAA AIP Project No. 3-19-0094-045 Contractor Croell,Inc. Date of Contract Start July 17, 2017 You are directed to make the following changes in the Contract Documents. Description: Item Description Unit Unit Price Quantity Amount No. 17 6—Inch Perforated Subdrain(SDR 35)Complete Including LF $17.50 Porous Backfill and Filter Fabric (5,321) ($93,117.50) 20 Catch Basin EA $10,000.00 (1) ($10,000.00) 101 Pavement Marking Removal SF $3.85 1,302 $5,012.70 102 6—Inch Perforated Subdrain(SDR 35)Complete Including LF $16.90 5,321 $89,924.90 Porous Backfill and Filter Fabric 103 Catch Basin,4'x4' EA $8,750.00 1 $8,750.00 Total Change Order $ 570.10 Reason for Change Order: During construction it was determined that the subdrain north of Runway 12/30 could be raised to minimize subdrain excavation and porous backfill costs. It was determined that the catch basin could be downsized from a 4'x6' to a 4'x4' to save on costs, without negatively impacting capacity. The pavement marking removal was required for the elimination of Taxiway C-1. Reconstruct Taxiway C—North of Runway 12/30 CO-1 Project No—60550592 Reconstruct Taxiway C—South of Runway 12/30 1 Page 557 of 577 CONTRACT PRICE CONTRACT TIMES (Calendar Days) To substantial To final completion completion Original: $ 2,128,833.19 Original: 150 Previous C.O.s (DEDUCT):$ 0.00 Previous C.O.s (ADD): 0 This C.O. (ADD): $ 570.10 This C.O. (ADD): 0 Contract Price with all REVISED: 150 approved Change Orders: $ 2,129,403.29 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. RECOMMENDED: By: Engineer(Authorized Signature) Date APPROVED: By: Owner(Authorized Signature) Date ACCEPTED: By: Contractor(Authorized Signature) Date Reconstruct Taxiway C—North of Runway 12/30 CO-1 Project No—60550592 Reconstruct Taxiway C—South of Runway 12/30 2 Page 558 of 577 ft U.S. Department of Transportation Central Region 901 Locust Federal Aviation Iowa,Kansas, Kansas Clty,Missouri 64106 Administration Missouri,Nebraska (616)329-2600 Deceniber 11, 2017 Mr. Keith Kaspari Airport Director Waterloo Regional Airport 2790 Airport Boulevard Waterloo, IA 50703 Re: Waterloo Region.a.l.Airport(ALO); Waterloo, IA AIP No. 3-19-0094-045 Reconstruct Taxiway C and Remarking Airfield Pavements Subject: Change Order No. t Determination Dear Mr_ Kaspari: FAA Determination We have reviewed.Change Order No. 1. and associated costs and detenxtined that the additional contract items are eligible for AIP participation. The following contract items are approved in the total amount of$570.10 with no change in contract time: heal 13 N,,) esetiptic�n 1-71,1,- Unit MCC heal tit- Arttc0t i F- 1 hic1�Pea fomttd Sitbdtain(51?li Complete 111ctttding ? 1 Polon.Brtclifill Ind Filter F"11)6e � LP $1?_^0 a-11 4$93,.11:.50' 20 Catch Ba iu BA $10-000.00 (Y) ($10,000.00) 101 Paveiuent Markm2 Removal SF $;_85 130-71 W '_,,'5_0l2.7() G-Inch Peffon ecl Sttbdtaiu(St3R 35)Complete lttclttdin� 102 Porous Backfill incl Alter Fibfic LF $'1G.9f1 5. 21 XS9.92. .90 103 C'mdi Basin_4x=1FA ss._f 0.00 1 s8_7S0.00 _... ToTil Clvnn2e Order $ ?0.10 Limitation Limitation to Determination ® This determination.is solely for the purpose of establishing eligibility of costs under the ATP program_ This approval does not represent a commitment of Federal funds in addition to the original grant obligation. If applicable, our approval with an increase in the contract time does not.represent FAA concurrence with additional construction phase services. What you need to submit noir If you have not already, please forward a copy of the executed change to my attention as soon as it is available. Page 559 of 577 Page 2 of 2 Change Carder ALO 045 What you need to do during construction Please ensure that your as--built record drawings detail the improvements addressed by this change order. Questions If you have any questions, please contact me at(S 16) 329-2647 or brian_m.tompkin@faa.gov. Sincerely, fA. Brian M. Tompkins, RE., C.M_ State Airport Engineer- Kowa Page 560 of 577 CITY OF WATERLOO Council Communication Board of Adjustment minutes of July 25, 2017. City Council Meeting: 12/18/2017 Prepared: REVIEWERS: Department Reviewer Action Date Planning&Zoning Schroeder, Aric Approved 12/13/2017 - 10:34 AM Clerk Office Higby, Nancy Approved 12/13/2017 - 10:40 AM ATTACHMENTS: Description Type D BOA minutes 7/25/17 Cover Memo SUBJECT: Board of Adjustment minutes of July 25, 2017. Submitted by: Submitted By: Page 561 of 577 MINUTES OF THE WATERLOO BOARD OF ADJUSTMENT REGULAR MEETING HELD ON JULY 25, 2017 IN THE HAROLD E. GETTY COUNCIL CHAMBERS, CITY HALL Chairperson Shimp called the regular meeting of the Waterloo Board of Adjustment to order at 4:00 p.m. Board members in attendance were: Shimp, Reisinger, Chizek, Goldsberry,and Condon. Board Members Absent: none. Staff in attendance was: Western, Dornoff, Hyberger and Schroeder. I. Approval of the agenda July 25, 2017agenda. It was moved by Chizek and seconded by Goldsberry to approve the agenda as submitted. Motion carried unanimously. II. Approval of the Minutes of the Regular Meeting on.June 27, 2017. It was moved by Condon,seconded by Reisinger to approve the minutes of the June 27,2017 Regular Meeting as submitted.Motion carried unanimously. III. Decision Items 1. Request by Bruce Sweeney for a variance to the rear-yard set-back requirements in a "R-2" One and two family Residence District,to allow for the construction of an attached garage to have a 3' rear-yard, 17', short of the required minimum rear-yard set-back of 20',located at 1105 Minnesota Street. Western gave staff Report. The applicant clarified that proposed that the proposed garage will be 24 x 24 instead of 20 x 24 as was understood by staff.Also the garage will be built closer to the house not the rear hard lot line and will be 6' from the rear yard. The house was built in the 50's so it was not built according to today's standards. Reisinger asked if that changes anything; Western stated no. Condon asked for clarification as to what the actual setback will be; 3' or 6' as the staff report stated 3'.Western stated the applicant stated that it will be 6'. Reisinger stated that the request should be approved at T to give the applicant the most flexibility. It was moved by Chizek, seconded by Goldsberry to approve the request by Bruce Sweeney for a variance to the rear yard set-back requirements in a "R-2"One and two family Residence District, to allow for the construction of an attached garage and to have a 3'rear- yard, 17'short of the required minimum rear yard set-back of 20; located at 1105 Minnesota Street. The Motion Carried unanimously. 2. Request by the Waterloo Police Department for a special permit to construct a 70'x 112' (7,840 SF) storage building and another future storage building of the same size, within an"A-1"Agricultural District,located at 1925 Newell Street. Dornoff gave staff report. There were no questions for staff. It was moved by Reisinger, seconded by Goldsberry to approve the request for a special permit to construct a 70'x 112'(7,840 SF)storage building and another future storage building of the same size, within an "A-1"Agricultural District, located at 1925 Newell Street. The Motion carried unanimously. 3. Request by Yoder Construction of NE Iowa, LLC for a special permit to construct a 90'x 120' (10,800 SF) mini-storage building, within a "C-2" Commercial District, located at 1106 Hartman Avenue. Page 562 of 577 BOARD OF ADJUSTMENT July 25,2017 Minutes Dornoff gave staff report. Condon asked why there was the need for a special permit for this request. Dornoff stated that any storage request in a T-2" Commercial zoning District zoning classification needs a special permit, the Industrial District, allow for storage and mini-storage buildings without a special permit. It was moved by, Condon and seconded by Reisinger, to approve the request by by Yoder Construction of NE Iowa, LLC for a special permit to construct a 90'x 120'(10,800 SF) mini- storage building, within a "C-2"Commercial District, located at 1106 Hartman Avenue. Motion passed unanimously. 4. Request by Murgic Construction on the behalf of the Masjid Al Noor Islamic Community Center for a special permit to construct a 35'x 42' (1,470 SF) mortuary building,within a "C-2" Commercial District a 5 year temporary variance to the minimum parking requirements to allow for 30 parking stalls, 30 parking stalls short of the minimum required of 60, located at 2110 Sager Avenue. Seth Hyberger gave staff report. Reisinger stated that 5 years is too long due to the potential to forget follow up after 5 years; and why not 2 or 3 years. Hyberger stated that yes the commission could approve less than 5 years. Condon asked if there is a problem with being 20 stalls short. Hyberger stated it depends on whether the congregation grows in the next 5 years. However,there are only approximately 100 currently members and parking is sufficient at this time. Goldsberry asked if there was vertical metal siding. Hyberger stated that the siding on a portion of the building is vinyl siding and the rest would be brick. The applicant clarified that the membership fluxuates up and down. Reisinger reiterated that perhaps at this time being short is okay but we need to make sure we don't forget to revisit the request to make that years down the line the parking situation is still working okay. Schroeder asked the applicant to verify the building materials. The applicant explained that the building will be part brick and part vertical vinyl siding. Condon asked who is responsible for making sure the request is revisited when the variance expires as this site has had multiple variances. Schroeder stated that staff is responsible and admitted that some temporary variances have gotten by us in the past. Condon asked if it was possible to grant a variance with a restriction that it is for the current owner only. Schroeder stated that generally variances run with the land or use but tying a variance to the owner could be problematic. Condon stated he just dislikes having the applicant continue to come back to the board as it's appears that they really don't need the amount of parking stalls required by ordinance and causing a financial strain but requiring them to install stalls they don't need. Reisinger stated granting a permeant variance would set precedence. Schroeder stated it may not set precedent as all requests are reviewed on a case by case basis and would have to be a very similar situation for someone to argue that approval of a permanent variance for this request sets precedence and the uniqueness of the request would trump the precedence based on the actual parking needs that they can fairly reasonably demonstrate based on their actual use of the property. Condon stated he is in favor of making it a permanent variance. Goldsberry asked the applicant when the mortuary would be completed. The applicant stated that it would begin sometime in August or September and be done in 15 months. Western cautioned the board that there is a fairly new cemetery on Marigold that received variances to parking and is causing some issues with parking and cars that have been towed for blocking business and driveways in the area. And that a temporary variance would be better as it is not known how large the facility will grow and if future funeral service at the site will become large gatherings and cause similar problems. Condon stated that they would be short parking regardless and what difference would it make. Western stated that with temporary variance we can work with 2 Page 563 of 577 BOARD OF ADJUSTMENT July 25,2017 Minutes the applicant and access the situation over the next few years and work towards being in compliance or to at least make sure they have enough parking for the amount of activity occurring at the site. It was moved by Goldsberry, seconded Reisinger to approve the request by Murgic Construction on the behalf of the Masjid Al Noor Islamic Community Center for a special permit to construct a 35'x 42' (1,470 SF) mortuary building,within a "C-2" Commercial District a 3 year temporary variance to the minimum parking requirements to allow for 70 parking stalls, 20 parking stalls short of the minimum required of 90, located at 2110 Sager Avenue. The motion carried 4-1,with Condon voting no. Discussion Condon asked about the status of last month's applicant Jeff Neilson at 930 W. Donald Street.Western stated that the applicant has not removed any of the structures from the site but did bring in a new site plan that is still 357 square feet over the maximum 1,800 square feet and noted that the request would not be able to come back to the board for 4 months. Condon asked did he move the garage back even with the house. Western stated no but he agreed that he would. IV. Adjournment It was moved by Condon,seconded by Goldsberry, to adjourn the meeting at 4:56 p.m.Motion carried unanimously. Sincerely, Chris W. Western Planner II/Brownfield Coordinator 3 Page 564 of 577 CITY OF WATERLOO Council Communication Historic Preservation Commission minutes of October 17, 2017. City Council Meeting: 12/18/2017 Prepared: REVIEWERS: Department Reviewer Action Date Planning&Zoning Schroeder, Aric Approved 12/13/2017 - 10:34 AM Clerk Office Higby, Nancy Approved 12/13/2017 - 10:41 AM ATTACHMENTS: Description Type D HP 10/17/17 minutes Cover Memo SUBJECT: Historic Preservation Commission minutes of October 17, 2017. Submitted by: Submitted By: Page 565 of 577 WATERLOO HISTORIC PRESERVATION COMMISSION REGULAR MEETING—October 17, 2017—4:30 P.M. First Floor Conference Room, City Hall Ottesen called the regular meeting of the City of Waterloo Historic Preservation Commission meeting to order at 4:45 p.m. Commission Members in attendance were: Ottesen, Orlando,Jaacks,Price,Jenson and Miller. Commission Member(s)absent were: Stevens. Others Present: Pat Morrissey—City Council Representative and John Domoff—Planning Staff Approval ofAgenda Motion made by Jaacks,seconded by Jenson to approve the agenda of the October 17, 2017 regular meeting amending to add Civil Rights Grant under hearings. Motion carried unanimously. Approval of Minutes Motion made by Orlando seconded by Price to approve the minutes of the September 19, 2017 regular meeting with an amendment showing Morrissey as present at last meeting. Motion carried unanimously. Hearings No Hearings Reports 1. Main Street Ottesen reported that the Tour D'Loo was successful and that the KWWL building opened at 6:45pm for the event and had a steady flow of people during the evening. 2. Silos and Smokestacks. No Report 3. Grout Museum No Report 4. Rath Administration Update Dornoff reported that there could be a hearing in December to take back the property via 657A so that other interested developers can make proposals for the building. -1- Page 566 of 577 5. Walnut Survey Dornoff reported that he had email conversations with Camilla Deiber who will be heading the Walnut project for Louis Berger. There are questions whether the district will qualify under its architectural integrity for listing however it should be able to be nominated for cultural and historical aspects of the neighborhood and that both he and Louis Berger will be working with the SHPO office to ensure a good nomination. 6. Highland Dornoff noted that he added a monthly report for Highland so that Miller can give updates on what is happening in the neighborhood. Miller reported that he has been unable to talk to the president of the neighborhood association recently because she has been busy and it appears that the realtor's association is a non-entity that is not willing to discuss the neighborhood. Dornoff noted that he had a conversation with the purchasers with the RA Rath house going over the historic district and sending the buyers the design guidelines. Discussion Items/Possible Actin Items 1. Design Guidelines As noted in the last meeting the Design Guidelines that were developed in 2012 were never approved by the city council. The commission will need to go through the new Secretary of the Interior's standards and decide how they want to proceed. Morrissey asked about other types of protections for areas such as Church Row where so many of the homes are owned by absentee landlords. Ottesen noted that the new ordinance that was passed back in 2011 does allow for preservation districts. Morrissey suggested passing rules so that homes could not have their features removed without coming to the commission or neighborhood board and maybe do that without going to city council. Dornoff suggested that without the force of law of passing an ordinance,that there would be nothing to back up if someone ignores the process.Jaacks and Jenson talked about protective covenants and setting up an HOA but that could also be complicated. However,that will allow the restrictions to be put on the deed of the home so that homeowners would know about it when they purchase a home. 2. Civil Rights Grant Dornoff noted that the Civil Rights grant was sent off on October 6,2017 after he put an extended amount of time into the grant. The grant included$50, 000 for a survey of the Smokey Row area and other sites that have significance with civil rights in the city. The maximum allowed for surveys was $50,000 so that is why that number was selected. Dornoff also noted that there was request for signage,promotional materials,and a historical trail included in the other part of the grant that included funds for those types of projects. 3. Most Endangered Buildings List 2018 Dornoff noted that he had sent out a email to the commissioners earlier in the day indicating that nominations are open for most endangered building in Iowa for 2018. Dornoff once again suggested that St. Mary's should be put in for nomination. Will be put on next month's agenda for a decision. -2- Page 567 of 577 4. City Owned Properties/Demo List Dornoff noted that the Castel apartments will be coming down soon but has been complicated due to the fires and the fact that the apartments were better built than was first thought. Sad to be losing a unique "A"rated structure but there are also emotions when it comes to the building due to a murder that occurred at the building. There is a similar but smaller structure on West Yd. 5. CIP Dornoff stated that the deadline for the CIP is going to be before the next meeting. What should be included in the request?Members commented that they have applied for CIP funds before and nothing was ever approved. The gateways,plaques and other amenities for the Highland neighborhood were talked about. Jenson and Morrissey mentioned the Dunsmore house and funding for restoration of that building should be looked at. Funding for surveys of both Church Row and Triangle should be included along with funding for a revolving loan program. List of projects to include in CIP: Highland amenities and promotional brochure Restoration of the Dunsmore House and other structures of importance Surveys of Church Row and Triangle Revolving Loan Fund Morrissey felt that the commission should ask for a minimum of$900,000 noting that Complete Streets asked for$220,000 and received$20,000. Motion made by Jenson seconded by Price for Dornoff to come up with cost estimates for projects and present them for CIP consideration with an email vote of commissioners for final approval. Motion carried unanimously. 6. Other Discussion Dornoff showed a framed certificate from the National Parks Service commemorating 50 years of the Certified Local Government program and Waterloo being a part of the program. Dornoff also said that he is in the process of going through all the survey forms to put them back into order and to create an electronic database of the information in addition to removing the sheets of buildings that have bulldozed. -3- Page 568 of 577 Adiournment Ottesen adjourned the meeting at 5:28 p.m. A public presentation was held at the Waterloo Public Library from 6:30 to 8:OOpm. Respectfully submitted, John Dornoff Planner I Page 569 of 577 CITY OF WATERLOO Council Communication Planning& Zoning minutes of September 12, 2017. City Council Meeting: 12/18/2017 Prepared: REVIEWERS: Department Reviewer Action Date Planning&Zoning Higby, Nancy Approved 12/13/2017 - 9:22 AM ATTACHMENTS: Description Type D P&Z 9/12/17 minutes Cover Memo SUBJECT: Planning& Zoning minutes of September 12, 2017. Submitted by: Submitted By: Page 570 of 577 MINUTES CITY OF WATERLOO, IOWA PLANNING, PROGRAMMING AND ZONING COMMISSION REGULAR MEETING- 4:00 P.M. SEPTEMBER 12, 2017 The regular meeting of the Waterloo Planning, Programming, and Zoning Commission was called to order by Miehe at 4:00 p.m. in the Harold E. Getty Council Chambers at Waterloo City Hall. Members present were: Buttgen, Castle, Flynn, Miehe, Tyson and Wilber. Members absent were: Donat, Hall and Holdiman Others present: Aric Schroeder, Chris Western, Tim Andera, John Domoff and Seth Hyberger—Planning Department, Eric Thorson—Engineering Department, Jerome Amos—Ward Four Councilperson, and 12 citizens. I.Approval of the Agenda It was moved by Flynn, seconded by Buttgen to approve the agenda as submitted Motion carried unanimously. IL Approval of the Minutes from the Regular Meeting on August 1, 2017 Regular Meeting and August 1, 2017 Special Meeting. It was moved by Castle, seconded by Tyson to approve the minutes as submitted. Motion carried unanimously. III. Financial Report: July 2017 Schroeder indicated that July is the first month of Fiscal Year 2018 and there are a few details on the report that were a higher percent, but that it was in order. Buttgen questioned what the $58,500 sale of property was. Andera indicated that the City sold a lot across from KWWL to First Presbyterian Church for that amount. IV.Oral Presentations No Oral Presentations. A. Hearings—Rezones/Site Plan Amendments 1. Request by Cardinal Construction for site plan amendment to the "M-2, P" Planned Industrial District to allow for the construction of a 22,990 SF warehouse/office building with a 4,000 SF maintenance shop. It was moved by Flynn and seconded by Buttgenn to receive and place on file the statement of verification at 4:04 p.m. Motion carried unanimously and Miehe declared the hearing open. Dornoff gave the staff report, noting that staff is recommending approval of the site plan amendment request with the condition that the final site plan meets all applicable city codes, regulations, etc., including, but not limited to parking, landscaping, screening, drainage, etc., except as specifically altered by the site plan amendment approval. There were no questions or comments over the request. It was moved by Buttgen, seconded by Flynn to close the Public Hearing. Motion carried unanimously. The public hearing was closed at 4:10 p.m. Page 571 of 577 Planning and Zoning Commission September 12,2017 It was moved by Tyson, seconded by Flynn approve the site plan amendment request, with the condition that the final site plan meets all applicable city codes, regulations, etc., including, but not limited to parking, landscaping, screening, drainage, etc., except as specifically altered by the site plan amendment approval. Motion carried unanimously. 2. Request by Ibrahim Shehata (Islamic Foundation of Iowa) to rezone 8.25 acres from "M-2,P" Planned Industrial District to `B-P" Business Park District for a daycare building located west of 2010 West Ridgeway Avenue. It was moved by Castle and seconded by Buttgen to receive and place on file the statement of verification at 4:12 p.m. Motion carried unanimously and Miehe declared the hearing open. Hyberger gave the staff report, indicating that staff was recommending approval of the rezoning request with the condition that the final site plan meets all applicable city codes,regulations, etc., including, but not limited parking, landscaping, screening, drainage, etc., except as specifically altered through the site plan approval process. Flynn questioned if 16 parking stalls would be enough for the daycare. Hyberger indicated that the 16 parking stalls would be sufficient for the proposed use. Flynn also questioned if MidAmerican Energy had any issues with the request. Schroeder noted that they did not. Buttgen noted that they plan to utilize a septic system for sewer and questioned if they plan to hook onto water. Hyberger noted that there is a 20" water main in West Ridgeway Avenue that they will hook onto. It was moved by Flynn, seconded by Tyson to close the Public Hearing. Motion carried unanimously. The public hearing was closed at 4:25 p.m. It was moved by Buttgen, seconded by Flynn approve the site plan amendment request, with the condition that the final site plan meets all applicable city codes, regulations, etc., including, but not limited parking, landscaping, screening, drainage, etc., except as specifically altered through the site plan approval process. Motion carried unanimously. B. Special Permits 1. Request by Ibrahim Shehata (Islamic Foundation of Iowa) for a special permit to allow for the establishment of a community daycare center, within a"B-P"Business Park District, located west of 2010 West Ridgeway Avenue. Hyberger gave the staff report,noting that staff was recommending approval of the special permit with the condition that the final site plan meets all applicable city codes, regulations, etc., including, but not limited parking, landscaping, screening, drainage, etc., except as specifically altered through the site plan approval process. Flynn questioned if there would be a fence around the property. Ibrahim Shehata, Islamic Foundation of Iowa, indicated that there is already a fence completely around the site and they will have another fence around the playground area. It was moved by Castle, seconded by Buttgen approve the special permit request, with the condition that the final site plan meets all applicable city codes, regulations, etc., including, but not limited parking, - 2 - Page 572 of 577 Planning and Zoning Commission September 12,2017 landscaping, screening, drainage, etc., except as specifically altered by the Board of Adjustment. Motion carried unanimously. 2. Request by the Boys and Girls Club of the Cedar Valley for s special permit to allow for the establishment of Teen and Education Center, within a"C-2" Commercial District, located at 809 East 4th Street. Western gave the staff report,noting that staff was recommending approval of the special permit with the condition that the final site plan meets all applicable city codes, regulations, etc., including, but not limited to parking, landscaping, screening, drainage, etc., except as approved by the Board of Adjustment. Castle questioned if the 0' setback only applied to the front yard setback along East 4th Street. Western noted that was correct. Castle also questioned if the acquisition of the parcel to the south could add additional parking. Western noted that they are working towards it, but it is not definite at this time. Charles Dillard, 807 East 4th Street, noted that he owned the building next door to the south and he is not interested in selling or donating the building. Chuck Rowe, Boys and Girls Club of the Cedar Valley, indicated that most of the kids that attend do not drive. Rowe indicated that the parking lot at 515 Lime Street is small and usually on a daily basis, they have 175 kids and have no parking issues. It was moved by Buttgen, seconded by Flynn approve the special permit request, with the condition that the final site plan meets all applicable city codes, regulations, etc., including, but not limited parking, landscaping, screening, drainage, etc., except as specifically altered by the Board of Adjustment. Motion carried unanimously. C. Appeals—Parkin_ in Right-of-Way 1. Request by Wilber Auto Body and Sale, Inc. for an appeal of the restrictions for parking in city right-of-way, to allow for up to eight parking spaces within the public street right-of-way adjacent to 212 West 9th Street. Dornoff gave the staff report, indicating that staff was recommending approval of the appeal with the conditions that 1) the parking area would need to be graded, drained and hard surfaced per Section 10-25- 2(D) of the Zoning Ordinance and meet specifications of the city engineer, 2) the parking area will not block the sidewalk or street system in the area, and 3) that a 20' triangle of visibility is maintained from the corner of Commercial Street and West 9th Street. Wilber indicated that she would need to abstain from voting on this request as this is her father's business. Tony Wilber, Wilber Auto Body, noted that he is the owner of the business and questioned what the 20' triangle of visibility was. Dornoff indicated that there needs to be a clear line of sight measured 20' back from where the property lines intersect at Commercial Street and West 9th Street, which could cause him to lose one parking space. Wilber indicated that all the years he has been at this location, he is unaware of any accidents being created by the cars parked at the corner. It was moved by Flynn, seconded by Buttgen to approve the appeal request with the conditions that 1) the parking area would need to be graded, drained and hard surfaced per Section 10-25-2(D) of the Zoning Ordinance and meet specifications of the city engineer, 2) the parking area will not block the sidewalk or street system in the area, and 3) that a 20'triangle of visibility is maintained from the corner of Commercial Street and West 91 Street. Motion carried 5-0, with Wilber abstaining. - 3 - Page 573 of 577 Planning and Zoning Commission September 12,2017 V. Discussion There were no discussion items. VI. Adjournment It was moved by Tyson, seconded by Flynn, to adjourn the meeting at 4:59 p.m. Motion carried unanimously. Respectfully submitted, Tim Andera, Planner 11 - 4 - Page 574 of 577 CITY OF WATERLOO Council Communication Community Development Board Meeting minutes November 2017. City Council Meeting: 12/18/2017 Prepared: 12/13/2017 REVIEWERS: Department Reviewer Action Date Community Development Jones, Rudy Approved 12/13/2017 - 10:54 AM Clerk Office Higby, Nancy Approved 12/13/2017 - 11:30 AM ATTACHMENTS: Description Type D Community Development Board Meeting Minutes Cover Memo SUBJECT: Community Development Board Meeting minutes November 2017. Submitted by: Submitted By:Rudy D. Jones, Community Development Director Recommended Action: approval Page 575 of 577 MINUTES COMMUNITY DEVELOPMENT BOARD MEETING November 14,2017 The regular meeting of the Community Development Board was held in the Harold E. Getty Council Chambers at City Hall, 715 Mulberry Street, Waterloo, Iowa and called to order by Chairperson-Robert Tyson when a quorum was present at 4:00 p.m. on Tuesday,November 14, 2017. Members present: Maxine Tisdale, Precious Clark, Robert Tyson, Jason Verbraken and John Chiles Members absent: Lisa Munoz and Philip Nash Also present; Anita Merfeld, Community Development Administrative Secretary; Angie Fordyce, Community Development Coordinator; Rudy D. Jones, Community Development Director A.APPROVAL OF THE AGENDA Chairperson Robert Tyson asked for a motion to approve the agenda. It was moved by Tisdale,and seconded by Verbraken to approve the Agenda. Motion carried. B. APPROVAL OF THE MINUTES FOR THE REGULAR MEETING ON OCTOBER 17,2017. Chairperson Tyson requested additions or corrections to the minutes for the meeting on Tuesday, October 17, 2017. There were none. It was moved by Verbraken,and seconded by Tisdale to approve the minutes of the regular meeting on October 17,2017 as presented. Motion carried. C. OLD BUSINESS 1. Update on Staff Interviewing for the Neighborhood Services Coordinator and Rehabilitation Administrative Assistant should begin in early December and Community Development should have full staff within 30 days. 3. Lead Grant Award Our lead grant negotiations and execution of the lead grant have been delayed. Our HOME funds have been released and the contracts for Operation Threshold and Habitat have been signed. F. NEW BUSINESS 1. Endorse Rehabilitation Contracts for October 2017. It was moved by Chiles and seconded by Clark to endorse the rehabilitation contracts for October 2017. Motion carried. 2. Review Schedule for Board Meetings in 2018 A small discussion was held on whether staff needed to move board meeting dates for the Christmas and Thanksgiving season in 2018. It was moved by Clark and seconded by Tisdale to approve the board meeting schedule for 2018,motion carried. 3. Subordination for Angela Burt Swington A request was made for 742 Willow to subordinate the property for consumer debt and funeral expenses. It was moved by Verbraken and seconded by Clark to deny the subordination request for Angela Burt Swington at 742 Willow.A roll call vote was taken,all ayes. Motion carried. 4. NCDA Conference Jones will be attending a National Community Development Association conference in January and will serve on the Economic Development Subcommittee. This role gives us more access and voice to the issues and challenges at a national level. G. DISCUSSION ITEMS 1. Informational meeting for Consolidated Process FY19 Details were given for the informational meeting that was being held on November 15th and board was invited to join the meeting at the center for the Arts. Page 576 of 577 Minutes November 14, 2017 Page 2 ADJOURN MEETING. With no further business it was moved by Tisdale,and seconded by Verbraken to adjourn the meeting. Motion carried. The Chair declared the meeting adjourned. Respectfully sub ittv�i � J/7 MC�ile Tisdale Board Secretary Page 577 of 577