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Public Works Packet 2018 06-19-18 AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, June 19, 2018 6:00 p.m. City Hall Conference Room 800 Game Farm Road, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: April 17, 2018 New Business: 1. PW 2018-56 ADA Transition Plan 2. PW 2018-57 Well No. 3 – RFP 3. PW 2018-58 Beecher Center HVAC a. Budget Amendment b. RFP Results – Award of Contract 4. PW 2018-59 Traffic Control Requests – Heartland Subdivision 5. PW 2018-60 Johnson Property ROW 6. PW 2018-61 10-20 Year Plan for Lead Service Evaluation and Subsequent Replacement 7. PW 2018-62 Legionella Testing Costs 8. PW 2018-63 Budget Amendment for Truck Body Purchase 9. PW 2018-64 Raintree Village – Units 4, 5, and 6 Basin Maintenance Old Business: Additional Business: United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us Public Works Committee Agenda June 19, 2018 Page 2 2018/2019 City Council Goals – Public Works Committee Goal Priority Staff “Road to Better Roads Funding” 5 Bart Olson, Eric Dhuse & Rob Fredrickson “Water Planning” 6 Eric Dhuse & Brad Sanderson “Municipal Building Needs & Planning” 7 Bart Olson, Eric Dhuse, Rob Fredrickson, Tim Evans & Erin Willrett “Traffic Patrol” 9 Eric Dhuse & Rich Hart “Whispering Meadows” 10 Bart Olson & Brad Sanderson “Vehicle Replacement” 12 Bart Olson, Eric Dhuse, Rob Fredrickson, Rich Hart & Tim Evans “Water Conservation Plan” 14 Eric Dhuse & Brad Sanderson “Capital Improvement Plan” 16 Eric Dhuse, Rob Fredrickson & Brad Sanderson UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, June 19, 2018 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. April 17, 2018 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2018-56 ADA Transition Plan □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2018-57 Well No. 3 – RFP □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2018-58 Beecher Center HVAC a. Budget Amendment b. RFP Results – Award of Contract □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2018-59 Traffic Control Requests – Heartland Subdivision □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2018-60 Johnson Property ROW □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2018-61 10-20 Year Plan for Lead Service Evaluation and Subsequent Replacement □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2018-62 Legionella Testing Costs □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 8. PW 2018-63 Budget Amendment for Truck Body Purchase □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 9. PW 2018-64 Raintree Village – Units 4, 5, and 6 Basin Maintenance □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ ------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number Minutes Tracking Number Minutes of the Public Works Committee – April 17, 2018 Public Works Committee – June 19, 2018 Majority Committee Approval Minute Taker Name Department Page 1 of 3 DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, April 17 2018, 6:00pm Yorkville City Hall, Conference Room 800 Game Farm Road IN ATTENDANCE: Committee Members Chairman Joel Frieders Alderman Ken Koch (arr. 6:02pm) Alderman Jackie Milschewski Alderman Seaver Tarulis Other City Officials: Mayor Gary Golinski Public Works Director Eric Dhuse City Administrator Bart Olson Engineer Brad Sanderson, EEI Assistant City Administrator Erin Willrett Alderman Chris Funkhouser (arr. 6:03pm) Other Guests: Ray Curtis, Metronet Todd DeTamble, Metronet Kathy Scheller, Metronet The meeting was called to order at 6:00pm by Chairman Joel Frieders. The Chairman asked to amend the meeting to discuss item #12 first. Citizen Comments: None New Business: The items on the agenda were discussed in reverse order. 12. PW 2018-45 AECom Lake Michigan a. Study Results b. Supplemental Engineering Agreement Mr. Olson said this matter is described in detail in the memo included in the agenda packet. The next step is to participate in a route study/watermain study from Plainfield to Oswego and then to Yorkville which will provide a cost estimate. The watermain would be 24” to 36”. The cost share for this study is about $5,000 for Yorkville. AECom is being discussed at the Oswego Board meeting tonight. There will be a future determination if Yorkville wants Lake Michigan water depending on cost and possible end of main pipeline issues. If Yorkville buys this water, the city is not required to send water back. Mr. Sanderson explained how the water delivery would work and said 2-4 days of storage would be possible. Mr. Frieders said there should be concern about infrastructure, however, Mr. Olson said there have been almost no breaks in history. Alderman Koch questioned if the city would still maintain the wells if water is taken from the Fox River and about financing for the current wells. Page 2 of 3 Mr. Sanderson said he recommends keeping wells along with the river option. Mr. Olson discussed the radium levels and the cost of water treatment. He believes the river water level will rise in the next few years as development occurs and since Yorkville is downriver from Aurora. Mayor Golinski commented that the City needs to do the water study and ultimately he said it is important for the city to have control over their situation. He asked Mr. Dhuse his opinion. Mr. Dhuse said either option would be good and that the water study is very important. Alderman Koch expressed concern about pharmaceuticals in the water. It was pointed out there is a cost analysis in the agenda packet that was done by EEI. The final committee recommendation was to move forward with the study. 11. PW 2018-44 Metronet – Cannonball Trail Easement Agreement Mr. Olson said it's not required to have the easement, however, there is space and it keeps it out of the right-of-way. The utility box is similar to AT&T boxes. The city attorney reviewed the agreement and recommended approval. This moves to the consent agenda. 10. PW 2018-43 Pavement Management System Update Six months ago this committee discussed updating this plan, said Mr. Sanderson. This has been included in the budget to have IMS re-evaluate the streets and a proposal of $48,000 has been received. The data could be available by late summer. Alderman Frieders asked if the info would be public and it was agreed it could be placed on the website. This moves to the consent agenda. 9. PW 2018-42 Traffic Control Request – Alan Dale Lane and Faxon Road After a review of this location for a possible 4-way stop, EEI has recommended against any changes to signage in this area. No further action. 8. PW 2018-41 MFT Supplemental Resolution for FY 2019 General Maintenance Appropriation This is the yearly appropriation according to Mr. Dhuse. He said salt and electricity only will be moved to MFT rather than the General Fund. He will be purchasing 1,400 tons of salt at $55 per ton and said the city is still doing the joint project with the County. This moves to the consent agenda. 7. PW 2018-40 Fox Highland – Raintree Village Water Main Interconnect – Contract Award This is related to the Rt. 71 improvement project and will include abandonment of watermain along Rt. 71. Mr. Sanderson recommended approval of the low bid of $292,304 to Vian Construction. This moves to the consent agenda. 6. PW 2018-39 Whispering Meadows Completion of Improvements – Construction Engineering Agreement This agreement allows for EEI to do on-site work relating to the street improvements. The estimated engineering cost is $70,892 with $5,000 for sub-contracting to Rubino Engineering. This budgeted expense is recommended for approval and moves to the consent agenda. 5. PW 2018-38 Whispering Meadows Completion of Improvements – Change Order No. 1 Mr. Sanderson said the contract has been awarded and this change order reduces the scope. Some line items were removed to stay within the budget and more reductions should be coming. Curbs will be replaced where needed, bad sidewalks will be replaced, but landscaping is not included. This moves to the regular agenda. Page 3 of 3 4. PW 2018-37 Capital Improvement Status – Quarterly Report This report is for information and Mr. Sanderson said they are submitting for permits next week and should soon have a cost estimate for Pavilion Rd. 3. PW 2018-36 Bond/Letter of Credit Reductions – Quarterly Report This quarterly report is for information. 2. PW 2018-35 Water Department Reports for January, February and March 2018 Mr. Dhuse said there were service leaks and watermain breaks, 1 each month. He said the average daily per capita use was very low, however, it will rise in the summer. The break on Adrian was a service leak rather than watermain. This moves to the consent report. 1. PW 2018-34 Snow Operations – Year End Report Mr. Dhuse said this is a detailed year end report of number of mailboxes damaged and the miles driven. Ms. Milschewski said most of the mailbox damages were in her part of town. Mr. Dhuse said other mailboxes were constructed very sturdily. The committee briefly discussed the process Montgomery uses for damaged mailboxes due to snowplowing. Mr. Dhuse said the brining process worked very well. For information. Previous Meeting Minutes: March 20, 2018 The minutes were approved as presented. Additional Business: None Old Business: None There was no further business and the meeting was adjourned at 6:43pm. Minutes respectfully transcribed by Marlys Young, Minute Taker Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #1 Tracking Number PW 2018-56 ADA Transition Plan – Status Update Public Works Committee – June 19, 2018 Approval of Soliciting Public Comment Review of Draft Plan Brad Sanderson Engineering Name Department The purpose of this memo is to provide a status update on the ADA Transition Plan. A draft of the plan has been completed and is attached for your review. The next steps in the process of formally adopting the plan include:  Posting the draft plan and seeking public comment over a minimum of a 30-day period. Any appropriate comments will then be incorporated into the plan.  Adoption of technical guidelines to comply with ADA Standards. Local Public Agencies are allowed to adopt Section 41-6 of the Illinois Bureau of Local Roads and Streets Manual as their technical guidelines. Those guidelines are current in the report as Exhibit F.  Formal adoption of the final version of the plan. A potential timeline for the process is outlined below:  May 15th Public Works Committee review of draft plan  May 22nd City Council review of Public Works Committee recommendation  May 23rd Posting of draft plan for public comment  June 26th Consideration by City Council of formally adopting the plan and technical guidelines It should be noted that the plan addresses curb ramps within public rights of ways only and does not address public facilities. It should also be noted that the plan will need to be periodically updated as non-compliant ramps are replaced and/or that new ramps are added. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Erin Willrett, Assistant City Administrator Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: May 2, 2018 Subject: ADA Transition Plan Status Update Draft Transition Plan for Public Right of Ways April 2018 Index Introduction Page 1 Page 1 Page 2 Page 4 Exhibit A Aerial Map Exhibit B Atlas Map of Ramp Compliance Exhibit C Compiled Field Data Exhibit D Illinois Department of Transportation Curb Ramp Standard Details Exhibit E United City of Yorkville Curb Ramp Details Exhibit F Bureau of Local Roads and Streets Design Standards Exhibit G Anticipated Replacement Costs Exhibit H List of Report Addenda Federal Requirements Self Evaluation Transition Plan 1 Introduction The United City of Yorkville has an expansive pedestrian system that links neighborhoods, recreational resources, government facilities, retail centers and business establishments. Pedestrian accessibility provides benefits not only for people with disabilities, but for the community at large. In an effort to continuously improve the pedestrian system, this document was prepared in accordance with the Americans with Disabilities Act to serve as the Public Right-of-Way Accessibility Transition Plan for the United City of Yorkville. Included in this document are the results of a self-evaluation that addresses accessibility barriers to City programs, activities and services. Federal Requirements The federal legislation known as the American with Disabilities Act (ADA), enacted on July 26, 1990 and later amended effective January 1, 2009, provides comprehensive civil rights protections to qualified persons with disabilities from discrimination on the basis of disability. Title II of the ADA prohibits discrimination in all services, programs, and activities provided to persons with disabilities by State and local governments, including transportation. Local public agencies (LPA) with more than 50 full or part- time employees are required to perform self-evaluations of their current facilities relative to the accessibility requirements of the ADA and then establish a plan to correct any deficiencies. A self- evaluation is also required by Section 504 of the Rehabilitation Act for all entities receiving federal financial assistance, including federal highway aid for transportation projects. The process of self- evaluation for accessibility provides a framework for communities to develop a Transition Plan that identifies barriers, prioritizes actions to address barriers and then sets forth a schedule to implement those actions. Under Title II of the ADA the City is required to: Designate officials responsible for implementation; Provide public notice and opportunity for public participation; Develop a grievance procedure; Adopt design standards and guidelines; Prepare a self-evaluation; Schedule and budget for improvements to achieve compliance; and Monitor progress This Transition Plan incorporates these elements and provides a method for the United City of Yorkville to schedule and implement required improvements as it pertains to pedestrian sidewalks ramps within the public right-of-way. 2 Self-Evaluation Under Title II of the Americans with Disabilities Act, the United City of Yorkville is required to conduct a self-evaluation. To date the United City of Yorkville has conducted a self-evaluation of sidewalk curb ramps within the public right-of-way. The inventory has been developed using studies of existing aerial photography and through field survey. Some barriers to the pedestrian access route created by non- compliant curb ramps are narrow sidewalks; excessive slope of landings, cross slope, or running slope; damaged, missing, misaligned, improperly sized detectable warning tiles; and not fully depressed or excessively sloped curb & gutter. Inventory Methodology of Assets in Public Right-of-Way A methodology was developed to field inspect existing sidewalk curb ramps which are non-complaint with the requirements of the Americans with Disabilities Act. To begin, all curb ramp locations within the United City of Yorkville right-of-way were identified and labeled with point and given an identification number using available aerial photography. From the aerial photographs the curb ramps the presence or lack of a detectable warning tile was determined. The curb ramps were identified as “non-compliant” if the detectable warning tile was not visible in the aerial and “potentially compliant” if the detectable warning tile was visible in the aerial. Those curb ramps labeled as “potentially complaint” were selected to be field measured to record the dimensions and slopes of the curb ramps. The field evaluation was performed by engineering staff using a calibrated smart level to record the critical dimensions and slopes of the curb ramps. The identification number generated from the aerial evaluation, maximum cross slope of landings, maximum cross slope of ramps, maximum cross slope of depressed curb and gutter, maximum running slope of ramps, condition and location of detectable warning tiles, width of the ramp, length of the ramp and presence of a corresponding ramp were all recorded on field inspection sheets. The collected data was input to a spreadsheet to evaluate the curb ramp elements for compliance with ADA requirements. An aerial map overlaid with current curb ramp compliance status is included as Exhibit A. An atlas of with additional detail is included as Exhibit B. A spreadsheet of data collected in the field is included as Exhibit C. Identification of Barriers Curb ramps were evaluated according the maximum allowable slopes as shown in the IDOT Standard Details which are included as Exhibit C. One exception to the IDOT detail is that the United City of Yorkville has developed an individual Standard Detail which supplements the IDOT Standard Detail and is used to eliminate the optional side curb or sidewalk flares and to identify the length of the curb and gutter transition. This detail is included as Exhibit E. These Standard Details and/or the IDOT Standard Specifications for Road and Bridge Construction specify the minimum dimensions, maximum slopes, materials to be used in the construction of compliant curb ramps. Any curb ramp which is constructed below these requirements may create a barrier to pedestrian access. Detectable warnings must come with a Manufacturer certification stating that the product is fully compliant with accessibility standards, Manufacturer 5 year warranty and Manufacturer specifications 3 stating the required materials equipment and installation procedures. The product shall be colored throughout the entire thickness and the alignment of the truncated domes is must match the alignment shown in the IDOT Standard Details. Additionally, the cross slope of curb ramps cannot exceed 2.0%, and the longitudinal slope of curb ramps cannot exceed 8.3%. The slope of curb ramp landings cannot exceed 2.0% in any direction. At locations where sidewalk curb ramps meet curb and gutter the curb and gutter must be depressed according the IDOT Standard Detail 606001-07. The cross slope of the curb and gutter cannot exceed 2.0%. The collected data was entered into a spreadsheet which was used to further determine if the ramps were “Compliant,” “Near Compliant,” “Non-Compliant” or “Require Future Inspection.” Based on the evaluation of the data, the color of the points developed from the aerial was changed to different colors so that they can be easily identified in the aerial exhibit. Curb ramps that are compliant appear in the exhibit as green; ramps that have two or fewer non-compliant elements appear as yellow, ramps that lack a detectable warning tile or have three or more non-compliant elements appear as red and ramps that have a detectable warning tile visible in the aerial but need further field evaluation are grey. Some ramps that are under jurisdiction of other agencies, such as the sidewalk curb ramps along Illinois Route 47 which are owned by IDOT are shown as grey. 4 Transition Plan The United City of Yorkville has more than 50 employees (full-time and part-time) and is therefore required to develop a public right-of-way accessibility transition plan. This plan will serve as a guide for the City to detail the processes by which accessibility deficiencies will be addressed. ADA Coordinator The name and contact information for the ADA Coordinator for the United City of Yorkville is: Pete Ratos 800 Game Farm Road Yorkville, IL 60560 630-553-8549 pratos@yorkville.il.us Public Involvement Opportunities A copy of the Self-Evaluation and Transition Plan will be made available on the City website and will be available by request to the ADA Coordinator listed above. Any resident may address their concerns or comments to the ADA Coordinator. Grievance Procedure This Grievance Procedure is established to meet the requirements of the Americans with Disabilities Act of 1990 ("ADA"). It may be used by anyone who wishes to file a complaint alleging discrimination on the basis of disability in the provision of services, activities, programs, or benefits by the United City of Yorkville. The City's Personnel Policy governs employment-related complaints of disability discrimination. The complaint should be in writing and contain information about the alleged discrimination such as name, address, phone number of complainant and location, date, and description of the problem. Alternative means of filing complaints, such as personal interviews or a tape recording of the complaint will be made available for persons with disabilities upon request. The complaint should be submitted by the grievant and/or his/her designee as soon as possible but no later than 60 calendar days after the alleged violation to the ADA Coordinator listed above. Within 15 calendar days after receipt of the complaint, the ADA Coordinator will meet with the complainant to discuss the complaint and the possible resolutions. Within 15 calendar days of the meeting, the ADA Coordinator will respond in writing, and where appropriate, in a format accessible to the complainant, such as large print, Braille, or audio tape. The response will explain the position of the United City of Yorkville and offer options for substantive resolution of the complaint. If the response by the ADA Coordinator does not satisfactorily resolve the issue, the complainant and/or his/her designee may appeal the decision within 15 calendar days after receipt of the response to the City Administrator. 5 Within 15 calendar days after receipt of the appeal, the City Administrator will meet with the complainant to discuss the complaint and possible resolutions. Within 15 calendar days after the meeting, the City Administrator or his/her designee will respond in writing, and, where appropriate, in a format accessible to the complainant, with a final resolution of the complaint. All written complaints received by the ADA Coordinator, appeals to the City Administrator, and responses from these two offices will be retained by the United City of Yorkville for at least three years. Design Standards The United City of Yorkville is required to adopt technical guidelines that comply with ADA Standards. Local Public Agencies may adopt Section 41-6 of the Illinois Department of Transportation Bureau of Local Roads and Streets Manual as a design standard. Section 41-6 is included in this report as Exhibit F. In addition to Section 41-6 of the Bureau of Local Roads and Streets Manual the City may adopt any available Standards available from IDOT. A Local Public Agency may develop their own design standards but care must be taken to ensure that the standards are fully compliant with the Americans with Disabilities Act. Self-Evaluation The Self-Evaluation shall be included in the Transition Plan. In the case of the United City of Yorkville, the Self-evaluation is underway and will continue to be updated as more facilities are evaluated for compliance. Schedule and Budget for Improvements The United City of Yorkville conducts an annual street resurfacing program. Federal law requires Local Public Agencies to update non-compliant curb ramps which are included within the limits of a street resurfacing project. Therefore the City is scheduled to update non-compliant curb ramps as streets within the City are resurfaced. The replacement of a non-compliant ramp in advance of a resurfacing program is possible. The City will consider the severity of non-compliance, citizen complaints regarding inaccessible locations, poor levels of pedestrian service, population density, preserve of a disabled population and the cost when considering an accelerated schedule for replacement. The anticipated replacement costs of non-compliant ramps which have been field inspected to date is included as Exhibit G. Monitoring Progress The United City of Yorkville will make updates to this plan as non-compliant ramps are replaced and as additional non-compliant features are evaluated. A list of addenda to this report is included as Exhibit H. EXHIBIT A AERIAL MAP !!!!!!!!!!!!!!!!!!! !!!!!! !!!!!!!!!!!!!! !!!!! !!!! !!!! !!!! !!!!!!!!!! !!!!!!!!!! !!!!!!!! !!!!!!!!!! !!!!! !!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!! !!!!! !! !!!!!! !!!!!! !!!!!!! !!! !! !!!! !!!!!!!!!! !! !! ! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!! !!!!!! !!!!!!! !!!!!!!!!!!!!!!!!!! !! !!!!!!!!!!!!!! !!!!!! !!! !!! !!!!!!!!!!!!! !!!! !!!!!!! !!!!! !! !! !!!! !!!!!!!!!! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!! !!!!! !!!!!! ! !! !! !!! !! !!! !!!!!!!!!!!! !!! !!!!!!!! !!!!!!!!!!!! !!!!! !!!!!!!! !!!!! !!!!!!!!! !!!!!! !!!!!!!!!!!!!!!! !!!!!!! !!!!! !!!!!! !!!!!!!!!!!!!!! !!!! !!!!!! !!!!!!!!!!!!!!!!!!! !!!! !!!!!! !!!!!! !!!!!! !! !!!!! !!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!! !!!!!! !!!!!!!!!!!! !! !!!! !!!!!!!!! !!!!!! !!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!! !!!! !!!! !!!! !!!!!!!!!!!! !!!! !!!! !!!!! !!!!!!!!!!!!!!!!! !!!!!!!! !!!!! !!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!! !!!!! !!!!!!! !!!!!! !!!!!!!!!!!!! !!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!! !! ! !!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!! !! !!!!!!! !!!!!!!!!!!!!!!!!!!! !!!!!! !!! !!!!! !!!! !!!! !!!!!!!!!!!! !!!! !!!!!!!!!! !!!!! !!!!! !!!!!!!!!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !! !!!!!! !!!!!!! !!! !!!! !!!! !!!!!!!! ! !!! !!!!!! !!!!!!! !!!!!!! !!!!!! !!!!!! !!!!!!!!!!!!!! !!!! !!!!!!!!! !! ! !! !!!! !!!! !!!! !!!!!!!!!!! !!!!!!!! !!!! !!!!!!!!!!!!!! !! !! !!!!!!!!!!!!!!!! !!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !! !!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!! !!!!!!!!!!!!!!!!!!!!! !! ! !!!!!!!!!!! !!!!!!!!!!!! !!!!!!!! !!!!!!!!! !!!!!! !!!!!!!!! !!!! !!! !!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!! !! !!!!! !!!!!!!!! !!!!!!!!!! !! !!!!!! !!!!!!!!! !! !!!!!! !!!!!!!!!!!!!!!! !!!! !! !!!!!! !!!! !!!!!! !!!! !!!! !!!! !!! !!!! !!!!!!!! !!!! !!!!!!!! !!!!!! !!!! !!!!! !!! !!!! !!!!!!!!!!!!!! !!!!!!!! !!!! !!!!! !!!!!! !!!!! !!!!!!! !!!!! !!!!!!!! !!!! !!!!!!!!!!!!!!!!!!! !! !!!!!!!!!!!! ! !!!!!!! !!!!!! !!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!! !!!!!! !!! !!!! !! !!!!!!!! ! ! !!! !!!!!!!! ! !!!!!! !!!!!!! !! !!!! !!!!!!!!!!!!!!!!!!! !!!!!!!!!! !!!!! !!!!! !!!!!!!!! !!!!!!!!! !! ! !!! !!! !!!! !!!! ! !!! ! ! !! !! ! !!! ! !! !!!!!!!! !! !!!! 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GHEUSTISFORDJULIEHILLSIDE MA T LOCKAVALON WESTS UTT ON COACHRAI NTREEREDGATERYANALY SSA BAR B E R R Y WESTERN FAIRFIEL D RONHILL S EELEY RILEY D E R BY F A I R HAV E N JE NNA Q U I N S E Y HIGH VIEWG R E E N B R I A R OSB R O NGRAPEVINESE CRE TA RIAT KI N G SM IL LSUNSETELD E NCAR LY MORGANR E B E C C A BRUELLLAURENMADELIN E HUNT C L U BPLUMBLUESTEM MILLER N A W A K W AWALS H V E R O NICAFAIRF AX W A TE R P A R K SYCAMOREDANIELLETA LLGRASSPOLOC L U B WHI TE O A K HIGH LAN D C O L O N I A L C RYDERSIENNABURRLANDM A R K FARM ALEXIS LARKSPU R FORESTIR OQUOIS WI NDHA M TI M BER CREEK O LIV E PONDEROSASLATE R O XBURYFOXG LEN BOOMERHIDEAWAY M IL L B ROOK CROOKEDCREEKGARD E NGR E G O R Y MILLRACE BIRCH W O O D A SPENTIMBERRIDGEE M E R A L D ROYA L O A K S CHURCHILL DOEBONNIELEN O XSHADOW CREEK BUELLLONG GROVECRAN STONH IC K O R Y NEOLA RIVER WOO D YORKVILLE C O N S TITUTION D E A M E S F R E E D O M C L O V E R C O N S E R V A T IO N BIRCH STRAWBERRY A N D R E A WORSLEYPATRI CI ADYDYNAFOX HILLSCHOMER B A ILEYLE WI S JO H N CENTERROCKCREEKFAXON FA X ON SCHOOLHOUSEWILL O W S TA G E C O A C H F O X S T A G E C O A C H GALENASTAGECOACHCRIMSO NEXHIBIT A SIDEWALK EXHIBIT DATE: PROJECT NO.: FILE: BY: MARCH 2018 YO1625 YO1625_SIDEWALK_ADA.MXD MJT ADA COMPLIANT OVERALL PLAN UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2016\YO1625 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° ADA Sidewalk Legend !COMPLIANT !NON COMPLIANT !NEAR COMPLIANT !REQUIRED FUTURE INSPECTIONS EXHIBIT B ATLAS MAP OF RAMP COMPLIANCE ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( )-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( ) -()-()-( ) -()-( ) -()-()-()-()-()-()-()-()-()-()-()-23156728132417 292181618 323330923 26 31202522271411104121519Walker RdGalena RdN Bridge StF o x R d R iv e r R dAment RdMinkler RdEldamain RdAshley RdMill RdUS Route 30Orchard RdCannonb a llT r l Corneil s RdS Bridge StIllinois Route #71Immanuel RdW Veterans PkwyKennedy RdBudd RdHopkins RdLisbon RdBaseline RdNeedham RdEVeteransPkw y Rock Creek RdLeg io n R dIllinois Route #47WHighpointRdBeecher RdFaxon RdReservationRdDickson RdHale StPenman RdIllinoisRoute#126Block RdEHighpointRdW F o x S tFieldsDrSundownLnPoplarDrU S H i g h w a y 3 4 Gordon RdStagecoach TrlE Spring StWalshDrMill StPavillion RdS c h a e f e r R d Sears RdMitchelDrTroon DrSchoolhouse RdBristol Ridge RdBrisbin RdE Main StK lattS tChurch RdPrescott DrJohn StAshe RdMayfieldDrKellerStGates LnWBeecherRdSleepy Hollow RdWheeler RdE Beecher RdHelmar RdF o li S tM a i n S t E Arbor LnBristol Bay DrClark AveJeter RdWest DrAlanDaleLnAudreyAveCenterPkwyKristen StW River StB e rry w o o d L n P ar k s ideLnClubhouseDrM anchester D r FosterD r Clark RdState StMcLellan BlvdLight RdGame Farm RdMiller RdOmaha DrLakewoodCreekDrHenning RdOakCreekDrHunt Club DrHayden DrSimon DrLewis StKate DrP le a s an tV iew D r OrchidStCountryHillsDrCrimson LnSumacDr Maple LnW illia m D r WackerDrSutton StC u m m in s S t ConcordDrSBlackberry Shore LnHILLTOP DRIVERidge StRed Gate LnAlyssaStFord DrWestStRavine CtWhitekirkLnSeeley StCotswold DrPatronLnW Ridge StOsbronStD e r b y D rNawakwaLn Elden DrSycamore RdBailey RdHorseman TrlFox CtC la so n S tHolly LnN Carly CirPonderosa DrFairfaxWay Bison CtC harles StE l i z a b e t h S tRose Hill LnW Highland DrMillraceLnK e n s e y L nBirchwood DrFarm CtDeere Crossing DrPaige StBadger StGregory LnGeneva LnTimber Ridge DrTimber Creek Dr WBonnie LnFaxon RdRockCreekRdIllin o isRoute#71Faxon RdStagecoach TrlJ o h n StLisbon RdS tagecoach TrlEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Index of Sheets)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:June 2017YO1625Sidewalk_00_Index.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONSUnited City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.us²5,000 0 5,0002,500 Feet ()-()-()-()-()-()-()-()-()-()-()-()-()-()-(()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!Plymouth AveGarritanoStRosenwinkel StBarrett DrCamdenLnPortageLnP o rta g e L n NBridgeStWilloughbyCtBaseline RdBristolBayDrTimbalier StUS Route 3001234568525354556263646566676869707172737475Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 1)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_01.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 2500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ())()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!S a ras o taAve Tampa DrG arritanoStBurnettStBertram DrMarquetteStPleasantCtPlymouthAveBarrett DrGardinerAveR o s e n w in k e l S tPensacola StWilloughbyCtWinchesterLnPierpontLnHalfMoonDrFoster DrBristol Bay DrCamdenLnHarrison StTimbalier StPortageLnPecosCirN Bridge StGalena RdBigBendDr012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849505152535455565758596061626364656667686970717273747576777879808182838485868788899091939495969798991001011021031041051061071081091101111121131141151161171181191201211221231241251261271281291301311321331341351361371381391401411421431441451461471482313Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 2)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March2018YO1625Sidewalk_02.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 5See Sheet 1500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!Concord CtSimon CtPatterson RdMagnolia CtManchester DrDogwood DrRelianceCtGalena RdBurgandyCtTuscanyTrlBau m a n nT r lBasswood CtOwen CtStorybook DrKetchumCtMerlo t Ct S h eridanCtConcordCt ConcordDrW LarkspurLnM a yfieldDrGains CtB la c k h a w k B lvd LenoxCirP r e s c o tt D r Hartfield DrConcord DrEMillBrookCirWillowLnC olum biaLnEHighlandD rSilverSpringsCtAstor LnELarkspurLnParkLnLakewoodCreekDrPrairie Crossing DrLenox LnG enevaLnProvidenceLnHillsboroLnBrooksideLnRoxbury LnSummerwind DrH anburyLnS i m on DrSavoy LnC la ridgeLnMontclaireLnGrape Vine TrlWhite Rose DrSirBartonDrRivaRidgeRdS Cypress DrN Cypress DrConcord Dr SMayfieldDr238240241243245246247248249250251252253254255256257258259260261262263264266Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 3)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_03.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 7500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-( ) -()-()-()-()-()-()-()-()-()-()-()-!!Beecher RdCorneils RdCaledonia DrRyan DrWaterparkWayW Beecher RdCorneils RdNBridgeStE Beecher Rd177Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 04)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalks_04.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 8See Sheet 5See Sheet 3500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-(-()-()-!!!!!!!157156155154153152151CorneilsRdNBridge StGalena RdWaterparkWayFoster DrW e s t S tBig Bend DrCannonball TrlCharity LnEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 05)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_05.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 9See Sheet 10See Sheet 6See Sheet 2500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-( ) -()-()-!!!!!!!!!!!!!!!Mill RdCorneilsRdP ecos Cir GalenaRdCharity LnBaileyRdWHighlandDrK e n n e d y R d BigBendDrW e s t S tWillowLnPecosCirMillRdBisselDrDickson RdFoster DrCannonball Trl179180181182183184185187189190192Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 6)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_06.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 10See Sheet 5See Sheet 7See Sheet 5500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS )()-()-(()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!Magnolia CtEMillBrookCirPrestonDrBerrywoodLnCrookerDrOwenCtStorybook DrE Highland DrMeadowwoodLnBaileyRdGalenaRdEvansCtBig RockBlvdSeeley StShoegerCtH a v e nhillC tAllegianceCrossingBasswood Ct WillowLnK e n n e d y R d Heatherwood DrLehman Crossing MillRdMill RdBradyStTuscanyTrlPine Ridge Dr SBisselDrHolly LnStation DrW Highland DrGrapeVineTrl179180181182183185186188189190192193194196199200201202203204206207208209210212213215217220221222223224225227228231232233234236237238240243245246247248249250267268269270276277278308309310311Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 7)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_07.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 11See Sheet 6See Sheet 3500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!Beecher RdNathan DrJonathan DrN B r i dg e S t CaledoniaDrCrestwood DrRyanCtCorneils RdE ld e n D rShadow Wood DrLongview DrBoomhah BlvdFontana DrGabriel DrLauren DrPinew o o d DrMcMurtrieWayRyanDrCommercialDr158159160161162163164165166167168170171172173174175176177178108510861087108910901091Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 8)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_08.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 12See Sheet 9See Sheet 45000500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-)()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!C o rn e ilsRd Ridge StNathan DrN Br id g e S tOak StPlum StMain StCross StHunt StCharity LnBoomhahBlvdJonathanDrW e s t S t South StCannonballTrlNorth StHunterLnMcMurtrieWayCommercialDrCorneils Rd158159160161162Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 9)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_09.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 13See Sheet 8See Sheet 10See Sheet 5500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-())()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( )- ()- ( ) -()-!!!!!!!!!!!!!!!!!!C onstitutionWayJeterStGrove StOak StR o y a lO a k s C t HenningLnThereas AveMain StCross StPlum StHunt StRidge StCharity LnJ e te rCtRood StAldenAveDivision StFreedomPlW e s t S t South StDivision StNorth StHunterLnCannonball TrlWRoyalOaksDrOldGloryDrNRoyalOaksDrSRoyalOaksDrBristolRidgeRdKennedyRd291303304306307318404405406290291303305307318319320321322323324404405406Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 10)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_10.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 14See Sheet 9See Sheet 11See Sheet 6500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!CranstonCirEllsworth CtHollenback CtJusticeCtDavid CtMatlockDrCryderCtEdythe StThereas AveS RoyalOaks DrAldenAveCharles StMcLellanBlvdRiverWoodLnConstitutionWayAmos AveGrande TrlHenningLnBerrywood LnJeterC tAnna Maria LnERickardDrR ehbehnCtLehman Crossing NR oy a lO a k s D rLewis StHeatherwood DrRiverWoodDrFreedomPlMeadowwoodLnRoodStJeterS tWRickardDrLewis StPine Ridge Dr SRiverWoodDrOldGloryDrCryderWaySeeleyStJusticeDrEllsworthDrUS Highway 34KennedyRd267268269270271272273274275279280282283284285286287289290291292293294295296297298299300301302303304306307312313314315316317318319320321323324325326379380381382383384385387388389391392393394396398399400401Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 11)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_11.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 15See Sheet 10See Sheet 6500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-(()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!Beecher RdNorthla n d L nHighRidge LnEldenDrWhite Plains LnAlan Dale LnRedbudDrDenise CtMcMurtrie WayHoneysuckleLnIroqois LnCanyonTrail CtRedTailLnMeadowview LnYellowstone LnWestern LnCatalpaTrlCannonballTrlTwinleafTrlAlice AveFaxonRdSumacDrWinterberryDrGoldenrodDrCanyon Trl108010811082108310851086108710881089109110921093109510961097109810991100110111021103110411051106110711081109111011111112111311141115111611171118111911201121112311251127112811291130113111321133113411351136113711381139114011421143114411451147114911501152115311551156115711581159116011611162116311641165116611671168116911701171117211731174117511761177117811791180118111821183118411851186118711881189119011911192119311941195119611971198119912001201120212031204120512061207120812091210121112121213121412151216121712181219Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 12)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_12.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 17See Sheet 13See Sheet 9500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-( ) -()- ()-()-()-()-()-()-()-()-()-()-()- ( )-()-( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()- ()- ( )-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!M c H u g hRdKennedyRdHaydenDr FaxonRdLakeviewDrE s s e x Ct O v e r lo o k C tN e w b u r y C t Tw i n l e af Trl CheshireCtFairhavenDrBazan RdHoneysuckleLnCannonball TrlBluestemDrD o v e r C tN C o n c o r d C t Boomer LnAndreaCtP a tric ia L n AmandaLnMidight PlChristy LnSw itchgrassLnLillian LnO liveLnSwansonLnPraireGrassLnSumacDrMcMurtrieWayWLexingtonCirELexingtonCirN B rid g e S t557568569570571573574575577579605606607608609610611612613614615616619621629630631632633634635636638639640641642109610971099110011011102110311041105113211331134116011611162116311641165145614571458145914601461146214631464146514661467146814691470147114721473147414751476147714781479Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 13)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_13.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 18See Sheet 12See Sheet 14See Sheet 9500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()- ()- ( ) - ()- ( ) -()-()-()-()-()-()-()-()-()-()-()-()-( ) -()-()-()-()-(!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!GrandeTrlO v e r lo okCtAldenAveHaydenDrCoralDrTim berRidgeD rHenningLnOaklawn AveSunset AveBazan RdAutumnCreekBlvdPatriot CtP r a i r i e R o s e L nOldGloryDrLavenderWayLinden AveKennedyRdBluestemDrOrchidStLilac CtRood StSlate DrSlate CtCrimsonLnViolet CtAndreaCtL y m anLoopSienna DrSageCtRuby DrChristy LnCanyonCtSw itchgrassLnLakeviewDrO liveLnLillian LnMidight PlEmeraldLnEm eraldLnParkwayDrLilacWayBristol Ridge RdE Veterans PkwyTitusDrPraireGrassLnCannonballTrlSquireCir3183193203213233243253273293303313323333343353373383393403413423433444024034044054064124144154164184194214234244254264284294304314334344354364374394404414424434444464474484494514524534554564594604614624644654664674684704714724744754764774794804814824834844854864874894905145165185195205225235245255265275295305315325335355365375395405415425435445475495505525545555565575585605615625635655665685695705715735745755775786056066076086096106116126296306316326336346356366386396402307230823092310Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 14)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_14.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 19See Sheet 13See Sheet 15See Sheet 10500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()- ( ) - ( ) - ( ) - ( ) - ( )-()-()-()-()-( )-()-()-()-()-( ) - ( ) -!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!Tim berRidge DrBurr CtSunset AveLyncliff DrOaklawn AveR iv e rRidge D r Riverside DrAldenAveCharles StPatriot CtBristol CtGrandeTrlOldGloryDrLymanLoopHobbsLnLinden AveW Rickard DrHenningLnRiverWoodLnRood StRiverWoodCtE R ic kardDrBurrStMcLellanBlvdCanyonCtKennedy RdIllinoisRoute#71USHighway34Bristol Ridge RdCryderWayWLyncliffDrAmericanWayParkwayDrELyncliffDrE Veterans PkwyCranstonCirSquireCirRiverWoodDrSundownLn316317318319320321323324325327329330331332333334335337338339340341342343344345346347349350352354355356357358359360362364365366367368369371372373375376377378379381382383385387388389391392399402403407408409410411Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 15)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_15.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 14See Sheet 11500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-(-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!F o l i S t Peterson CtOsbronStPrattStChestnutLnSycamoreRd CottonwoodCtEldamain RdJohnStSchmidtCtSequoiaCirRenaLnWhitePineCtStoneridgeCtD ie h lF a rm R d C a r o lyn CtCypressLn KellerStC o l e C t MunsonStEvergreenLnSearlStAspenLnCottonwoodTrlAspenLnKristenStKristenCtChestnut LnLakewoodSpringsDrTurner AveCareyStSchmidtStCumminsStLegner StHoffmanStW Veterans PkwyKlatt StAlexisSt1351135213531354135613571358135913601362136413651366136813691371137213731377137913801381138213831384138513861387138814221423142414251426142714281429143014311433143414351437143814391440144214431444144514461447144814491450145114541455Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 16)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_16.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 20See Sheet 17500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-)-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!WCountrysidePkwyCenter PkwyHigh Ridge LnMeadowview LnPrairieLnS y c a m o r e R d JohnStBeecherRdSequoiaCirB la c k b erry C tN ConoverCtS ConoverCtIroqois LnWKendallDrCornellLnPowersCtAlanDaleLnE Kendall DrC o tto nwoodTrlRedTailLnNaden CtHillcrest AveGameFarmRdNorthlandLn W Blackberry LnCanyon TrlChestnutLnGillespie LnW Veterans PkwyWesternLnCannonballTrlHickoryLnBlackberry Shore LnJohnStIsabel DrNBeecherRdErica LnEdwardLn71371571671771871972072172272372472572872973073173273373473573673773873974074174275175976076176276311731174118011811182118311841185118611881189119111921193121312141215121612171218121912201222122312241226122712281229123012311232123312341235123612371238123912631264126512661267126812691270127112721273127412751276127712781279128012811282128312841287128812891291129213511352135313541356135713581359136013621364136513661368136914221423142414251426142714281429143014501451145414552293229422952296Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 17)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_17.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 21See Sheet 14See Sheet 18See Sheet 12500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-(()-()-()-()-()-()-()-(()-()-()-()-()-()-()-()-()-(()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!StrawberryLnCenter PkwyDickson CtE Veterans PkwyW Blackberry LnTuma RdC o n c o r d C t M cH u g h R d PowersCtBluestemDrEKendallDrGameFarmRdNaden CtELexingtonCirE Blackberry LnMulhernCtMenard DrCarpenter StP a l m e r C tHaydenDr WKendallDrCrimson LnC o n e f l o w e rC tW Lexington CirWKendallDrWCountrysidePkwyWVeteransPkwyPraireGrassLnN B r i d g e StSwitchgrass L n Kennedy RdPrairiePointeDrMarketviewDrP ra irieRoseLnE Countryside PkwyWildIndigoLnM c H u g h R d574575577578580581585586587588590591593594595596598599600602603604605607608609610612613 6146156166186196206216236246256316326336346356386416426436446456466476486496516536546556606626646656666676686696706716756766776786796806816826856866876886896906916926936946956966976986997007017027037047057077087097107117127137147157167237257297307317327337347357367377387397407417427447467477517527537547557567577587597607617627637647667671073107410751076229322942295Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 18)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_18.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 22See Sheet 17See Sheet 19See Sheet 13500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-( ) -()-()-()-()-( ) - ( ) - ( ) - ( ) - ( ) -()- ( ) -()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!M cH u g h R dEmeraldLnCrimsonLn TimberView LnECountrysidePkwyTimberRidgeDrE Veterans PkwyLavenderWayAutumnCreekBlvdOrchidStTuma RdHaydenDrCrimson LnC o n e f l o w e rC tSienna DrKennedy RdPraireGrassLnCanyonCtM c H u g h R dSwitchgrassLnTimberViewLnPrairiePointeDrPrairieRoseLnWildIndigoLn466470471472473481482483484485486487489490491492493494495497498500502503504505506507508509510512513514516518519520522523524525526527528539574575578580581585586587588590591593594595596598599601603604605606607608609610612 61861962162362563163263363463569169269369469569669769869970070170270370423092310Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 19)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_19.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 23See Sheet 18See Sheet 14500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS )()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!JohnStEldamainRdChestnutLnRenaLnMitchel CtAshleyLnWoodview StMay StDillonStW i l low Way Dobbins StAndrew StEvergreenLnAspenLnMitchel DrKlatt StCumminsStSchaefer RdFoli StChestnutCtMunsonStG l e nNelson D rSycamoreRdSequoiaCir RenaLnWhitePineCtPrattStC a r o l yn Ct Ch e s t n u t C ir Mitchel CtJohnStChestnutLnAshleyLnWoodviewStMay StDillonStWillowWayDobbinsStAndrewStEvergreenLnAspen LnMitchel DrKlatt StCumminsStSchaefer RdFoli StE ld a m a in R d12771278135113521353135413561357135813611362136413661372137313761379138013821383138413851387138813891390139213951396139713981399140014011402140314041406140714081410141114121414141614171421142214231424142514261427142814291430 Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 20)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_20.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 21See Sheet 16500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS (()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-(-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!W Somonauk StG a m e F a rm RdW SpringStIndependenceBlvdW Center StPurcellStG l e n N e l s o n D r SycamoreRdCarly DrChestnutLnSequoiaCirPatrickCtKing StCannonballTrlCodyC tBeecherRdPleasure DrCh e s t n u t C irPrairieLn John StChurch StW Veterans PkwyWest StCornellLnCarlyCtHillcrestAveLeisure StGeorgeanna StSCarlyCirConover LnRiver RdJohnStN Carly Cir12711272127312741275127612771278128312841287128812891291129212941295129612991300130213041306130913101312131313141315131613181319132013211323132413251326132713281329133013311332133313341335133613371338133913401341134213431344134613471348134913501351135213531354135613571358135913611362141214141416141714211422142314241425142614271428142914301480157715781579158015811582158315861587158815911593160522962299230023012302230423052306Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Storm Sewer Atlas MapsExhibit B (Sheet 21)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_21.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 24See Sheet 20See Sheet 22See Sheet 17ELLIPTICAL 500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()()-(-()-()-()-()-()()- ()-()-()-()-()-()-()-()-()-(()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!HomesteadDrCenterPkwyKing StMcHughRdWacker DrMartinAveESpringStWSomonaukStColtonStOmahaDrFreemontStMarieAveVictoriaAvePrairie LnW CenterStSunsetAveLibertyStWest StLandmarkAveHillcrestAveE Center StE Park StAub u rn Dr DaltonAveN Bridge StGameFarmRdGraceDrMcHugh RdBristolAveJackson StWalnut StESomonaukStEVeteransPkwyHeartlandDrWVeteransPkwyElm StGeorgeanna StLeisure StPleasure DrTeri LnConover LnSandersCtQu i ns eyRd CenterPkwyMcHugh RdTuma RdBruell StWackerDrWoodworthStMartinAveStillwater CtE Spring StW Somonauk StArrowhead DrPleasure DrMarie AvePrairieLnAppletree CtVictoriaAveFreemont StColton StW Spring StChurch StW Center StE Center StSunset AveLiberty StTower LnWest StKateDrHomesteadDrOmahaDrKing StRedwood DrHillcrestAveE Somonauk StE Park StAuburnDrDa lt o nAveN Bridge StG a m e Farm RdGraceDrMcHugh RdBristol AveJackson StMarketplaceDrLandmarkAveWalnut StE Veterans PkwyHeartlandDrW Veterans PkwyElmStGeorgeanna StLeisure StTeri LnConover Ln82282382482582682782882983083283383483683783883984084184284484584684784884985085185285385485586086186286386486586886987087187287387487587687887988088188288388488588688790590690790991191391491591691891992092192292592692792993093193298498598798898999199299499599699799899910001001100210031004100510071008100910101011101210141043104410451046104710481049105010731074107510761077107810791291132313241325132613271328132913301331133213331334133513361337133813391340134113421344134613471349135014801481148514861497149814991500150115021503150415051506150715091510151115121513151415151518151915201521152215231524152515261527152815291532153315341536153715391540154115421543154515471552155315551556155715581559156015611562156315641566156915701572157315741575157615771578157915801582158315861587158815891590159315981599160116021603160416051606228322842287228822912296Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Storm Sewer Atlas MapsExhibit B (Sheet 22)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_22.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 25See Sheet 21See Sheet 23See Sheet 18ELLIPTICAL500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ( ) - ( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-()()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!EVeteransPkwyWells StHeartland DrTa u s C irRiverside RdStillwater CtOak LnOmaha DrE Spring StMistwood CtCentralDrDakota DrArrowhead DrTuma RdCountry View DrAuburnD rBirchwoodDrNParkDrS Park DrHomesteadDrMcHugh RdAcornLnKateDrDeerpathDrHideaway LnGraceDrTeri Ln880882884885886887888893894896899901905906911913916928931933934936939941944946947948949950952953954955956957958960961962963964966967968984985988991994996997999100010011003100610071008100910111014101510161018101910201022102310241025102610271028102910301033103410351036103710401043104510461047104810491050228322842286Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 23)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_23.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 26See Sheet 22See Sheet 19500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!W Fox StW Center StW HydraulicAveMorgan StMorganStW hiteOakWayAdamsSt KellyAveN o r wa y C i rStateSt AdrianStW in d h a m C ir PoplarD rW Dolph StG l e n N e l s o n D r RiverBirchDrW HydraulicAveStonyCreek LnW River StRiver RdNorwayCirWindhamCirW WashingtonStW VanEmmon StSharon LnAaron LnFir CtMadisonCtWestStState StMorgan StW h iteO ak W ay KellyAveT y le r C r e e k C tW Madison StAdrian StW Ridge StW HydraulicAveRiverBirch LnPoplarDrW Dolph StSpruceCtMorgan StG l e n N e l s o n D r W Washington StRiverBirchDrR e d h o r s e L nWFoxStW Hydraulic AveStonyCreekLnWindham CirNorwayCirWRiverStWhiteOakWayRiverRd157715781579160816681669167016711672169716981699170017011702170317221724172617271728172917311733173417351738178917901791179217931794179518301831183218331834183519681969197019711973197519761977197819791980198119821983198419851987200220042006200720082010201120122013201420152016201720182019202020212022202320242025202620282029203720382039204022672269Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 24)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_24.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 27See Sheet 25See Sheet 21500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-)()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!Colton StMorgan StLiberty StW DolphStFreemont StB enjam in S tWooddaleDr Morgan StState StW WashingtonStBell StAdrian StWest StS MainStStateStAdams StJeffersonStS Main StW VanEmmon StW Madison StW HydraulicAveW WashingtonStWacker DrBuhrmasterCtKing StE Fox StE Hydraulic AveE Van Emmon StTeri LnE Washington StS Main StQuinsey RdChurch StOmaha DrE Spring StHeustis StW Main StMill StW Hydraulic AveOakwoodStN Bridge StW Center StW River StE Center StW Fox StGawneLnJ o h n s o n S t S Bridge StBruellStSanders CtBehrens StTomasik CtE Ridge StWorsley StE Main StAuburnDrG ra c e Dr VanEmmonRdE Orange StQuinsey RdMcHugh RdWoodworth StWoodlandDrBirchwoodDr969970971972973975977978979980981982983985987988989991992993995997104310441045155215551556155715581559156015611562156415661569157015721573157415751576157715781579158015811582158315861587158815891590159315981599160116021603160416081609161016111612161316141616161716181623162516261627162916311632163316341635163616371638163916401641164216431644164516461647164816491650165116521653166016611662166316641665166616671668166916701671167316741675167616771679168316841690169116921693169416951696169716981699170117021703170417051708171017111712171317151716171717201722172317241725172717281729173117331734173517361737173917411742174417451748175317541755175717581759176217631764176517661767176817711773177917811782178417851787178917901791179217931794179517971798179918051806180718081809181018301831183218331834183518361837183818392267226822692270228722922298Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Storm Sewer Atlas MapsExhibit B (Sheet 25)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_25.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 28See Sheet 24See Sheet 26See Sheet 22500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!Omaha DrESpringStQuinsey RdBehrens StE Main StTeri LnShad o w C re ekLnJ o h n s o n S tCountryViewDr Cardinal LnRiverside RdAuburnDrGraceD r Quinsey RdTu m a R d BirchwoodDrYorkvilleRdRiverside DrHideaway LnPonderosaDrIllinois Route #71VanEmmonRd967968969970971972973975977978979980981982983984985988989991992993995996997999103910431044104516491650Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 26)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_26.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 25See Sheet 23500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-( ) - ( ) -()-()-()-()-( ) - ( ) - ( ) - ( ) - ( ) - ( ) - ()- ()- ()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!S Main StKellyAveSBridgeStNorwayCirNorwayCirE BirchCtBurningBushDrW CedarCtGarden StPoplarDrHawthorneCtE Orange StCornerstoneDrAdrian StR e d h o r s e L n Blaine StW Birch CtBuckthorn CtStateStPine CtW Beecher StE Cedar CtFlintCreekLnMorganStHickory CtW Dolph StKellyAveSchoolhouse RdBeaver StW alsh Dr Maple StColonial PkwyC o r a l b e r r y C t WestwindDrWood Sage AveGreenBriarRdW Fox StElizabeth StFox RdFordDrEBarberryCirG a r d e n C ir W Barberry Cir1795179717981820182118221823182418261827182818291830183118321833183418351836183718381839184018411850187218731874187518761877187918801881188218831884188618871888188918901891189218931894189518961898192919301931193219331934193519361937193819391941194219431944194519461947194819491950195119521953195419551956195719581959196019611962196419651966196719881989199019911994199619972000200120022004200520062008203020312033203420362268Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 27)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_27.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 29See Sheet 28See Sheet 24ELLIPTICAL500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()- ()- ()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!StateStS Main StIlliniCtS Bridge StSchoolhouse RdIllinoisRoute #126Benjamin StGarden StMill StRodak StBatorStBlaine StAdrian StMorganStIllini DrW Dolph StDydynaCtTomasik CtOlsen StWalter StDeerStWolf StBeaver StE Orange StIdentaRdBad g e r St CrookedCreekDrWoodSageAveGreen Briar RdElizabeth StColonial PkwyG ard en Cir Wooden Bridge DrSchoolhouse Rd179317951798180518071809181118121813181418161817182018221824182718281829183018311834183818401841185018521873187518791880188118821883188518881890189118921894189520522053Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Storm Sewer Atlas MapsExhibit B (Sheet 28)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_28.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 30See Sheet 27See Sheet 25ELLIPTICAL500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!WalshDrWalshCirTommyHughesWayFountainviewDrGreen Briar RdC ol um bi neCtSunflowerCt S B ridgeStStagecoach TrlStagecoach TrlS aravanosDrWestwindDrAsterDrColumbineDrE H i g h p o i n t R dIllinois Route #71IllinoisRoute#7118901891189218931894189518961897189919011902190419051907190819091910191219131914191519161917191819191920192119221924192519261929193019311932Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsSheet 29www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_29.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 30See Sheet 27500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()()-()-()-( )- ( ) - ( )-()-()-( )- ( )- ( )-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!RichmondAveGreenBriarRdParkside LnStJoseph'sWayB a n b u r y Av e Coach RdKingsmillCtR a in tre e R d Cand l e b e r r y L n S Bridge StKingsmillStHearthstoneAveCrookedCreekDrHartfieldAveFairfaxWayHazeltineWayCountryHillsDrIllinoisRoute #71StagecoachTrlSunnyDellCtV illa g e V ie w D rClover CtT o m m yH u g h e s W a yW a ln u t D rW alsh DrWestwindDrMurf ieldC tG re e n fie ldTur n ClaremontCtIdenta RdManchester LnWa l s h C i r A s t e r D r ColumbineDrMeadowlark LnM u ir f ie ld D rStagecoachTrail S aravanosDrW e s to nAve Warbler LnGreen Briar RdMeadowlark CtWindettRidgeRdStJoseph'sWayBaltrusol CtB a n b u r y A v e CoachRdR a in tre e R d AshworthLnFountainviewDrC ol um bi ne C t Bonnie LnKingsmill StMeadowRoseLnFairfield AveCrook ed C r e e k D r H a rtfield Ave Fairfax WayCountryHillsDrHarvest TrlSunnyDell LnHazeltine WayDraytonCtR ic hm o n d A v eFawnRidgeCt Candleberry LnIllinoisRoute#71StagecoachTrlSunnyDellCtVillageViewDrClover CtTommyHughesWayW alnutDrWalshDrWestwin d DrMurfield CtGreenfieldTurnClaremontCtIdentaRdManchester LnAsterDrColumbineDrMeadowlarkLnMuirfield DrHearthstone AveStagecoach TrailSaravanosDrWalshCirS Bridge StW e s to n A v e WarblerLnParksideLn189018911892189318941895189618971899190319041905190619081909191019121913191419151916191719181919192019211922192419251926192919301932204420452047204820492051205220532055205820592060206120622063206420662068206920722073207420752076207720782079208020812082208320842085208620872088209020912092209320942095209621012102210321042106210721092110211121122115217121732175217621772178217921802181218621872188218921902191219221932194219521962197219821992200220122022203220422092210221222132215221622172218221922202221Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 30)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_30.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 32See Sheet 29See Sheet 31See Sheet 28500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS )()()-()-()-(()-( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!RichmondAveAshworthLnTremont AveIn g em u n sonLnHamptonLnWrenRdWhitekirkLnStagecoachTrlPrestwickLnCoachRdAberdeenCtPrairie Crossing DrShetlandCtHearthstone AveDunbarCtMontroseCtSchoolhouseRdCountryHillsDrGoldfinchAveMeadowlarkLnD eerpoint LnParkside LnManchester LnHarvest TrlB lueb irdLnM u s tan gW ayGreenfieldTurnGleneaglesLnBlueberry HillClover CtFawnRidgeCtFairfax WayShetland LnWarblerLnIllinoisRoute#126H a rtfield AveCanaryAve Illinois Route #126Ashley RdCallanderTrlIdentaRdW ingRdSchoolhouse RdPenmanRdHawkHollowDrStagecoach Trail21012102210321042106210721092110211121122113211421152116211721182119212021222123212421252126212721282129213021312134213521362137213821392140214121422143214521462147214821492150215121522153215421552156215721582159216021612162216321642165216621672168216921702171217221732174217521762177217821792180218121822183218421852186218721882189219021912201220222032204Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 31)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_31.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 33500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-( ) - ( ) -()-()-()-()-()-()-()-()-( )- ( )-()-()-( )-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!Windett Ridge RdFairfield AveFairfax WayWiltonCtCoach RdFairfaxWayHearthstoneAvePhelps CtWindettRidgeRdWaverly CirR ic h m o n d A v e DraytonCtWinterthurGrnParksideLnI l l i n oi s R o u t e #4 7 WythePlManchester LnBraemoreLnBonnie LnKentshireDrSBridgeStClaremontCtAshworthLnConservation DrSuttonStLegionRd2205220622072208220922102211221222132216221722182219222022212224222622282230223222332234223522362237223822392240224122422243224522462247224822492250225222532255225622572258225922602265227122722273227422762277227822802281Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 32)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalks_42.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 33See Sheet 30500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!W h ite k irk L n HearthstoneAveFairfield AveFairfax WayWiltonCtFairfaxWayR ich m o n d A v e Windett Ridge RdCoach RdManchester LnCallanderTrlBraemoreLnKentshireDrAshworthLnAshley RdMustangWay223022322234223522362237223822392240224122422243224522462249225122652266227122722273227422762278Engineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700United City of Yorkville Sidewalk Atlas MapsExhibit B (Sheet 33)www.eeiweb.comDATEDATE:PROJECT NO.:FILE:PATH:BY:March 2018YO1625Sidewalk_33.MXDH:\GIS\PUBLIC\YORKVILLE\2016\MJTNO.REVISIONS³United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350www.yorkville.il.usSee Sheet 32See Sheet 31500 0 500250 FeetADA Sidewalk Legend!COMPLIANT!NON COMPLIANT!NEAR COMPLIANT!REQUIRED FUTURE INSPECTIONS EXHIBIT C COMPILED FIELD DATA Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection Data705 Goodwill PLE Countryside PkwyNon Comp 1.1 5.2 3.9 Yes 5.3 Yes 3.1 TS 6/26/2017 Smart Level706 Goodwill PLE Countryside PkwyNon Comp 0.5 2.5 2.5 Yes 5 Yes 2.2 TS 6/26/2017 Smart Level707 Goodwill PLE Countryside PkwyNon Comp 0.6 4.3 4.5 Yes 4.6 Yes 3.9 TS 6/26/2017 Smart Level708 Goodwill PLE Countryside PkwyNon Comp 0.5 5.5 5.6 No 4 Yes 4.2 TS 6/26/2017 Smart Level759 W CountrySide PkwyW Kendall Dr. Comp 4.1 2.4 4.9 Yes 1.9 Yes 4.2,4.4 TS 6/26/2017 Smart Level760 W CountrySide PkwyW Kendall Dr. Comp 6.2 0.6 2.8 Yes 0.1 Yes 1.0,2.8 TS 6/26/2017 Smart Level761 W CountrySide PkwyW Kendall Dr. Comp 3.2 1.4 2.3 Yes 0.2 Yes 1.0,1.0 TS 6/26/2017 Smart Level764 Center PkwyW Kendall Dr. Comp 3.8 0.6 1.8 Yes 0.5 No 0.1,0.2 TS 6/26/2017 Smart Level766 Center PkwyW Kendall Dr. Comp 3.5 1.1 2.3 Yes 0.5 No 0.8,0.9 TS 6/26/2017 Smart Level853 Freemont St. Walnut St. Non Comp 10.9 2.8 5 Yes 3 Yes 0.1,5.6 TS 6/22/2017 Smart Level854 Freemont St. Walnut St. Non Comp 7.8 3.9 6.9 No 1 Yes 1.6 TS 6/22/2017 Smart Level855 Freemont St. Walnut St. Comp 5.6 1 2 N/A N/A Yes 1.9 TS 6/22/2017 Smart Level856 Freemont St. Walnut St. Comp 3.1 0.3 2 N/A N/A Yes 1.9 TS 6/22/2017 Smart Level857 Freemont St. Walnut St. Comp 0.6 2.1 1.3 N/A N/A Yes 2.9,2.1 TS 6/22/2017 Smart Level858 Freemont St. Walnut St. Comp 0.7 0.5 1.3 N/A N/A Yes 2.1,2.9 TS 6/22/2017 Smart Level935 Clearwater Dr. Kate Dr. N/A 13.9 0.7 1.3 No 0.6 Yes 1.6,1.4 TS 6/22/2017 Smart Level936 Clearwater Dr. Kate Dr. Non Comp 9.3 35.2 3 No 1.7 Yes 3.5,2.5 TS 6/22/2017 Smart Level937 Clearwater Dr. Kate Dr. Non Comp 11.5 3.4 3 No 2.3 Yes 2.5,3.5 TS 6/22/2017 Smart Level938 Clearwater Dr. Kate Dr. N/A 12.2 4.4 1.9 No 1.9 Yes 1.0,2.5 TS 6/22/2017 Smart Level939 Clearwater Dr. Kate Dr. N/A 8.7 1.9 1.9 Yes 1.3 Yes 2.5,1.0 TS 6/22/2017 Smart Level940 Clearwater Dr. Kate Dr. Non Comp 7.8 1.4 1.3 No 0.3 Yes 1.8,1.7 TS 6/22/2017 Smart Level948 Clearwater Dr. Non Comp 9 0.9 2.6 Yes 0.7 Yes 2.4,2.2 TS 6/22/2017 Smart Level953 East Spring StreetClearwater DrNon Comp 8.7 2.7 2.3 Yes 3.6 Yes 1.6,2.3 TS 6/22/2017 Smart Level956 East Spring StreetDeerpath Dr. N/A 10.6 0.6 2.7 Yes 1.2 Yes 2.6,2.6 TS 6/22/2017 Smart Level957 East Spring StreetDeerpath Dr. N/A 7.6 2.3 1.3 Yes 0.4 Yes 2.6,5.0 TS 6/22/2017 Smart Level958 East Spring StreetDeerpath Dr. Non Comp 6.6 4.9 3.1 Yes 3.4 Yes 2.3,1.9 TS 6/22/2017 Smart Level959 East Spring StreetDeerpath Dr. Non Comp 10.7 2.3 1.3 Yes 2 Yes 1.9,2.3 TS 6/22/2017 Smart Level962 East Spring StreetDeerpath Dr. N/A 8.5 3.2 1.3 Yes 0.6 Yes 2.6,1.5 TS 6/22/2017 Smart Level972 Birchwood Rd. East Spring StreetNon Comp 6.9 5.7 4.9 Yes 1.8 Yes 4.1,1.8 TS 6/22/2017 Smart Level973 Birchwood Rd. East Spring StreetNon Comp 9.4 2.4 4.9 Yes 1.1 Yes 1.8,4.1 TS 6/22/2017 Smart Level985 East Spring StreetAuburn Dr. N/A 5 1.9 0.8 Yes 1.1 Yes 1.0,0.1 TS 6/22/2017 Smart Level986 East Spring StreetAuburn Dr. N/A 13 0.6 0.8 Yes 1.3 Yes 0.1,1.0 TS 6/22/2017 Smart Level987 East Spring StreetAuburn Dr. N/A 10.4 0.9 1.7 Yes 1.4 Yes 1.3,1.3 TS 6/22/2017 Smart Level988 East Spring StreetAuburn Dr. N/A 14.8 1.5 1.9 Yes 1.6 Yes 1.6,1.6 TS 6/22/2017 Smart Level989 East Spring StreetAuburn Dr. Non Comp 7.9 2.8 1.3 Yes 1.3 Yes 1.1,1.4 TS 6/22/2017 Smart Level990 East Spring StreetAuburn Dr. Non Comp 5.4 2.5 0.4 Yes 2 Yes 1.4,1.1 TS 6/22/2017 Smart Level991 East Spring StreetOmaha Dr. Non Comp 10.1 0.5 3.4 Yes 0.8 Yes 3.5,3.3 TS 6/22/2017 Smart Level992 East Spring StreetOmaha Dr. Non Comp 11.6 4.4 3.7 Yes 0.9 Yes 3.4,1.3 TS 6/22/2017 Smart Level993 East Spring StreetOmaha Dr. Non Comp 12.1 4.3 3.7 Yes 0.8 Yes 1.3,3.4 TS 6/22/2017 Smart Level994 East Spring StreetOmaha Dr. Non Comp 3.9 1.6 2.8 Yes 0.7 Yes 2.5,2.3 TS 6/22/2017 Smart Level995 East Spring StreetOmaha Dr. Non Comp 4 1.1 2.8 Yes 1.8 No 2.3,2.5 TS 6/22/2017 Smart Level1002 Ohama Dr. Grace Dr. Non Comp 5.4 2.7 3.6 Yes 0.3 Yes 2.8,2.8 TS 6/22/2017 Smart LevelFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet NameExhibit C ‐ 1Page 1 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name1003 Ohama Dr. Grace Dr. Non Comp 6.8 1.8 3.6 Yes 1.1 Yes 2.8,2.8 TS 6/22/2017 Smart Level1004 Ohama Dr. Grace Dr. Non Comp 8.1 0.1 3 No 2.6 Yes 1.1,3.3 TS 6/22/2017 Smart Level1005 Ohama Dr. Grace Dr. Non Comp 4 1.9 3 No 0.5 Yes 3.3,1.1 TS 6/22/2017 Smart Level1006 Ohama Dr. Grace Dr. N/A 8.8 1.3 2.8 Yes 0.1 Yes 2.8,2.7 TS 6/22/2017 Smart Level1007 Ohama Dr. Grace Dr. N/A 11.4 1.1 2.1 Yes 0.2 Yes 1.9,1.9 TS 6/22/2017 Smart Level1010 Ohama Dr. Kate Dr. Non Comp 8.8 6.4 1.5 Yes 1.5 Yes 1.9,1.6 TS 6/22/2017 Smart Level1011 Ohama Dr. Kate Dr. Non Comp 9.1 6.7 0.3 No 0.3 Yes 1.6,1.9 TS 6/22/2017 Smart Level1012 Ohama Dr. Kate Dr. N/A 13.1 0.5 1.9 Yes 1.9 Yes 2.4,4.7 TS 6/22/2017 Smart Level1013 Ohama Dr. Kate Dr. N/A 8.8 3.5 3.9 Yes 3.9 Yes 4.7,2.4 TS 6/22/2017 Smart Level1030 Taus Cir Blue Jay Rd. Non Comp 11.6 2.5 2.5 Yes 0.7 Yes 2.5,2.7 TS 6/22/2017 Smart Level1031 Taus Cir Blue Jay Rd. Non Comp 8.4 1.3 2.5 Yes 0.3 No 2.7,2.5 TS 6/22/2017 Smart Level1283 Cannonball Trl John St. Comp 8 3.7 1.1 Yes 2.3 Yes 1.4,0.2 TS 6/26/2017 Smart Level1284 Cannonball Trl John St. Comp 5.6 1.9 1.1 Yes 1.7 Yes 02.,1.4 TS 6/26/2017 Smart Level1285 Cannonball Trl John St. Comp 3.3 0.3 2.5 Yes 0.5 Yes 2.5,1.1 TS 6/26/2017 Smart Level1286 Cannonball Trl John St. Comp 3.3 0.8 2.5 Yes 0.8 Yes 1.1,2.5 TS 6/26/2017 Smart Level1287 Cannonball Trl John St. Comp 5.9 1.1 1 Yes 0.3 Yes 1.1,3.0 TS 6/26/2017 Smart Level1288 Cannonball Trl John St. Comp 4.9 0.9 1 Yes 0.3 Yes 3.0,1.1 TS 6/26/2017 Smart Level1289 Cannonball Trl John St. Comp 4 0.8 0.1 Yes 0.7 Yes 1.0,1.4 TS 6/26/2017 Smart Level1290 Cannonball Trl John St. Comp 4.6 1.6 0.1 Yes 0.2 Yes 1.4,1.0 TS 6/26/2017 Smart Level1291 Independence St. John St. Comp 7.7 3.3 0.8 Yes 3.9 Yes 1 TS 6/27/2017 Smart Level1292 Independence St. John St. Comp 9.6 2.4 3.8 Yes 2.9 Yes 5.7,2.2 TS 6/27/2017 Smart Level1293 Independence St. John St. Comp 12.4 1.3 3.8 Yes 0.1 Yes 2.2,5.7 TS 6/27/2017 Smart Level1294 Cannonball Trl Independence Blvd. Comp 9.3 2.3 0.8 Yes 1.2 Yes 1.9,1.2 TS 6/26/2017 Smart Level1295 Cannonball Trl Independence Blvd. Comp 7.7 2.1 0.8 Yes 3.5 Yes 1.2,1.9 TS 6/26/2017 Smart Level1296 Cannonball Trl Independence Blvd. Comp 4.6 1 2.1 Yes 1.2 Yes 2.2,1.5 TS 6/26/2017 Smart Level1297 Cannonball Trl Independence Blvd. Comp 5.6 0.3 2.1 Yes 0.6 Yes 1.5,2.2 TS 6/26/2017 Smart Level1298 Cannonball Trl Independence Blvd. Comp 5 0.5 3.4 Yes 0.9 Yes 1.6,4.0 TS 6/26/2017 Smart Level1299 Cannonball Trl Independence Blvd. Comp 8 4.6 3.4 Yes 1.9 Yes 4.0,1.6 TS 6/26/2017 Smart Level1300 Cannonball Trl Independence Blvd. Comp 7.6 2.1 0.8 Yes 0 Yes 1.3,1.4 TS 6/26/2017 Smart Level1301 Cannonball Trl Independence Blvd. Comp 6.6 1.4 0.8 Yes 1.9 Yes 1.4,1.3 TS 6/26/2017 Smart Level1306 Cannonball Trl Cody Ct. Non Comp 10.3 4.9 2.1 Yes 1.5 Yes 1.0,1.3 TS 6/26/2017 Smart Level1307 Cannonball Trl Cody Ct. Non Comp 11.5 2 2.1 Yes 2.1 No 1.3,1.0 TS 6/26/2017 Smart Level1308 Cannonball Trl Carly Dr. Non Comp 15.2 6.9 2.6 No 0.9 Yes 1.8,3.2 TS 6/27/2017 Smart Level1309 Cannonball Trl Carly Dr. Non Comp 14.8 5.6 2.6 Yes 1.6 No 3.2,1.8 TS 6/27/2017 Smart Level1310 Cannonball Trl Carly Dr. Non Comp 14.1 4.8 2.8 No 0.5 Yes 1.5,2.2 TS 6/27/2017 Smart Level1311 Cannonball Trl Carly Dr. Non Comp 16.8 4 2.8 No 1.6 Yes 2.2,1.5 TS 6/27/2017 Smart Level1312 Cannonball Trl Carly Dr. Non Comp 13.8 3.3 2.5 No 0.2 Yes 1.4,1.2 TS 6/27/2017 Smart Level1313 Cannonball Trl Carly Dr. Non Comp 17.2 2.4 2.5 No 0.8 No 1.2,1.4 TS 6/27/2017 Smart Level1314 Cannonball Trl Purcell St. Non Comp 10.8 0.8 3.3 Yes 0.1 Yes 3.7,1.7 TS 6/27/2017 Smart Level1315 Cannonball Trl Purcell St. Non Comp 11.9 2.9 3.3 Yes 0.5 Yes 1.7,3.7 TS 6/27/2017 Smart Level1316 Carly Dr. Carly Ct. Non Comp 9.6 2 3.6 Yes 1.1 Yes 2.0,2.1 TS 6/27/2017 Smart Level1317 Carly Dr. Carly Ct. Non Comp 7.9 3 3.6 Yes 0.4 Yes 2.1,2.0 TS 6/27/2017 Smart Level1318 Carly Dr. Carly Ct. Non Comp 16.5 4.2 3.3 No 0.2 Yes 1.9,1.5 TS 6/27/2017 Smart LevelExhibit C ‐ 1Page 2 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name1319 Carly Dr. Carly Ct. Non Comp 13.1 2.4 3.3 Yes 0.2 Yes 1.5,1.9 TS 6/27/2017 Smart Level1320 Carly Dr. Carly Ct. Non Comp 7.7 0.6 2.9 Yes 1.3 Yes 2.6,2.9 TS 6/27/2017 Smart Level1321 Carly Dr. Carly Ct. Non Comp 10.4 1.6 2 Yes 0.4 Yes 2.4,1.5 TS 6/27/2017 Smart Level1343 Game Farm Rd. W Somonauk St. Comp 3 2.6 2.6 Yes 2.6 Yes 1.5 TS 6/20/2017 Smart Level1344 Game Farm Rd. W Somonauk St. Comp 1 0.6 0.9 Yes 1.9 Yes 0.7 TS 6/20/2017 Smart Level1345 West St. W Somonauk St. Comp 5.2 4.8 7.3 Yes 7.1 Yes 0.1 TS 6/20/2017 Smart Level1346 West St. W Somonauk St. Comp 3.4 2.2 4.2 Yes 4.3 Yes 1.8 TS 6/20/2017 Smart Level1347 King St. W Somonauk St. Comp 4 2.7 2.3 Yes 0.1 Yes 0.3,2.4 TS 6/20/2017 Smart Level1348 King St. W Somonauk St. Comp 9.4 1.4 1.9 Yes 1.3 Yes 1.9 TS 6/20/2017 Smart Level1349 King St. W Somonauk St. Comp 1.8 1.1 3.1 Yes 1.2 Yes 2.7,1.2 TS 6/20/2017 Smart Level1350 King St. W Somonauk St. Comp 0.9 0.2 3.1 Yes 1.6 Yes 1.2,2.7 TS 6/20/2017 Smart Level1480 Church St. W Somonauk St. Comp 1.1 0.3 0.9 N/A N/A Yes 0.9 TS 6/20/2017 Smart Level1482 Tower Ln. W Somonauk St. Comp 5.4 1 0.3 Yes 1.7 Yes 0.3 TS 6/20/2017 Smart Level1489 Church St. W Somonauk St. Comp 3.9 3.6 3.3 N/A N/A Yes 3.3 TS 6/20/2017 Smart Level1497 Bristol Ave Jackson St. Comp 0.6 0.4 2.3 N/A N/A Yes 2 TS 6/22/2017 Smart Level1498 Bristol Ave Jackson St. Comp 0.2 1.4 1.5 N/A N/A Yes 1.1,1.3 TS 6/22/2017 Smart Level1499 Freemont St. Jackson St. Comp 7.3 0.1 3.1 N/A N/A Yes 1.8 TS 6/22/2017 Smart Level1501 Freemont St. Jackson St. Comp 1.9 0.1 2.2 Yes 1.6 Yes 1.4,0.1 TS 6/22/2017 Smart Level1502 Freemont St. Jackson St. Comp 2.8 0.6 2.2 Yes 0.7 No 0.1,1.4 TS 6/22/2017 Smart Level1504 McHugh Rd Martin Ave. Non Comp 1 1.5 3.8 No 0.2 Yes 1.7,1.5 TS 6/21/2017 Smart Level1508 Freemont St. Elm St. Comp 4.4 1 3.3 Yes 3.1 Yes 1.8,1.4 TS 6/21/2017 Smart Level1509 Freemont St. Elm St. Comp 1.4 0.6 1.5 Yes 0.7 Yes 2 TS 6/21/2017 Smart Level1510 Freemont St. Elm St. Comp 3 0.6 2.4 Yes 1.9 Yes 2.3,2.5 TS 6/21/2017 Smart Level1511 Freemont St. Elm St. Comp 3.8 0.7 2.7 Yes 0.6 Yes 1.0,2.5 TS 6/21/2017 Smart Level1513 Freemont St. Park St. Comp 6.6 1 3.6 Yes 4.6 Yes 0.6,3.1 TS 6/22/2017 Smart Level1514 Freemont St. Park St. Comp 1.5 1.5 3.6 Yes 2.4 Yes 3.1,0.6 TS 6/22/2017 Smart Level1515 Freemont St. Park St. Comp 8.3 4.6 5.2 Yes 4.2 Yes 5.4,2.1 TS 6/22/2017 Smart Level1516 Freemont St. Park St. Comp 4.6 2.6 5.2 Yes 3.8 Yes 2.1,5.4 TS 6/22/2017 Smart Level1517 Freemont St. Park St. Comp 3.2 1.7 2.5 Yes 3.5 Yes 0.9,0.1 TS 6/22/2017 Smart Level1518 Freemont St. Park St. Comp 8.5 1 2.5 Yes 1.6 Yes 0.1,0.9 TS 6/22/2017 Smart Level1520 McHugh Rd. E Park St. Non Comp 2 1.1 2.9 Yes 1.4 Yes 0.4,0.7 TS 6/21/2017 Smart Level1521 McHugh Rd. E Somonauk St. Non Comp 6.2 1.6 3 Yes 0.7 No 0.6,0.8 TS 6/21/2017 Smart Level1522 McHugh Rd. E Somonauk St. Non Comp 3.7 1.4 3 Yes 0.6 Yes 0.8,0.6 TS 6/21/2017 Smart Level1523 McHugh Rd. E Somonauk St. Non Comp 9.6 4.5 4 No 2.5 Yes 1.8,2.8 TS 6/21/2017 Smart Level1524 McHugh Rd. E Somonauk St. Non Comp 11.4 1.6 4 Yes 1.4 No 2.8,1.8 TS 6/21/2017 Smart Level1528 Freemont St. E Somonauk St. Comp 5.7 4.5 3.1 Yes 2.5 Yes 2.0,2.0 TS 6/21/2017 Smart Level1529 Freemont St. E Somonauk St. Comp 7.7 1.9 3.1 Yes 1.3 Yes 2.0,2.0 TS 6/21/2017 Smart Level1530 Freemont St. E Somonauk St. Comp 2.8 1.4 4.5 Yes 0.3 Yes 4.4,2.6 TS 6/21/2017 Smart Level1531 Freemont St. E Somonauk St. Comp 8.3 3.1 4.5 Yes 1.9 Yes 2.6,4.4 TS 6/21/2017 Smart Level1532 Freemont St. E Somonauk St. Comp 10 0.2 2.1 Yes 2.2 Yes 1.6,1.9 TS 6/21/2017 Smart Level1533 Freemont St. E Somonauk St. Comp 4.3 2.7 2.1 Yes 1.2 Yes 1.9,1.6 TS 6/21/2017 Smart Level1534 Freemont St. E Somonauk St. Comp 9.3 2.5 3 Yes 1.3 Yes 2.9,0.5 TS 6/21/2017 Smart Level1535 Freemont St. E Somonauk St. Comp 5.9 1 3 Yes 1.2 Yes 0.5,2.9 TS 6/21/2017 Smart LevelExhibit C ‐ 1Page 3 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name1536 E Somonauk St. Liberty St. Comp 2.5 0.5 1.5 Yes 2.3 Yes 1.4,0.2 TS 6/21/2017 Smart Level1537 E Somonauk St. Liberty St. Comp 4.9 1.9 1.5 Yes 2.9 Yes 0.2,1.4 TS 6/21/2017 Smart Level1538 E Somonauk St. Liberty St. Comp 7.7 0.8 1.3 Yes 2 Yes 1.3 TS 6/21/2017 Smart Level1539 E Somonauk St. Liberty St. Comp 4.8 0.5 3.6 Yes 1 Yes 1.0,3.5 TS 6/21/2017 Smart Level1540 E Somonauk St. Liberty St. Comp 2.4 3 3.6 Yes 0.5 Yes 3.5,1.0 TS 6/21/2017 Smart Level1541 E Somonauk St. Liberty St. Comp 9.3 2.5 2 Yes 0.3 Yes 3.4 TS 6/21/2017 Smart Level1542 E Somonauk St. Bristol Ave. Comp 4.1 1 2.5 Yes 0.4 No 2.4 TS 6/21/2017 Smart Level1543 E Somonauk St. Bristol Ave. Comp 7.1 1 2.5 Yes 0.9 Yes 2.4 TS 6/21/2017 Smart Level1544 E Somonauk St. Bristol Ave. Comp 2.6 1.2 2.6 Yes 0.9 Yes 2.1 TS 6/21/2017 Smart Level1545 E Somonauk St. Colton St. Comp 4.7 1.4 1.4 Yes 0.9 Yes 0.9 TS 6/21/2017 Smart Level1546 E Somonauk St. Colton St. Comp 4.3 2.6 4.3 Yes 2.9 Yes 6.8,3.0 TS 6/21/2017 Smart Level1547 E Somonauk St. Colton St. Comp 10.2 2 4.3 Yes 2.3 No 3.0,6.8 TS 6/21/2017 Smart Level1562 Freemont St. E Spring St. Comp 7.5 2.6 2.8 Yes 0.6 Yes 2.5,0.4 TS 6/21/2017 Smart Level1563 Freemont St. E Spring St. Comp 7.5 0.8 2.8 Yes 0.2 Yes 0.4,2.5 TS 6/21/2017 Smart Level1564 Freemont St. E Spring St. Comp 5.3 1.7 3.2 Yes 0.1 Yes 4.2,2.5 TS 6/21/2017 Smart Level1565 Freemont St. E Spring St. Comp 6 1 3.2 Yes 0.2 Yes 2.5,4.2 TS 6/21/2017 Smart Level1566 Freemont St. E Spring St. Comp 10.8 1 2.2 Yes 0.1 Yes 0.3,1.3 TS 6/21/2017 Smart Level1567 Freemont St. E Spring St. Comp 7.7 1.7 2.2 Yes 1.9 Yes 1.3,0.3 TS 6/21/2017 Smart Level1568 Freemont St. E Spring St. Non Comp 5.5 0.3 1.9 Yes 1.3 Yes 1.4,3.1 TS 6/21/2017 Smart Level1569 McHugh Rd. E Spring St. Comp 1.9 3.5 1.4 Yes 2.1 Yes 1.4,0.5 TS 6/23/2017 Smart Level1572 McHugh Rd. E Spring St. Comp 9.8 6.8 6.1 No 0.9 Yes 2.4,1.6 TS 6/23/2017 Smart Level1577 West St. W Center St. Comp 1 1.5 1.7 N/A N/A Yes 1.5 TS 6/20/2017 Smart Level1578 West St. W Center St. Comp 2.6 2 4.6 N/A N/A Yes 6 TS 6/20/2017 Smart Level1579 West St. W Center St. N/A 4.3 2.2 3.8 N/A N/A No 2.3,1.5 TS 6/20/2017 Smart Level1587 Church St. W Center St. Comp 5 1.3 1.7 N/A N/A Yes 0.4,1.2 TS 6/20/2017 Smart Level1588 Church St. W Center St. Comp 0.1 1.8 1.7 N/A N/A Yes 1.2,0.4 TS 6/20/2017 Smart Level1590 Church St. W Center St. Non Comp 4.6 1.4 2.7 Yes 0.3 Yes 1.4,3.9 TS 6/20/2017 Smart Level1591 Church St. W Center St. Non Comp 1.9 3.3 2.7 N/A N/A Yes 3.9,1.4 TS 6/20/2017 Smart Level1592 Church St. W Center St. Comp 6.7 2.9 3 N/A N/A Yes 2.6,0.3 TS 6/20/2017 Smart Level1593 Church St. W Center St. Non Comp 9.7 0.8 3 No 0.1 Yes 0.3,2.6 TS 6/20/2017 Smart Level1605 Church St. W Somonauk St. Comp 3.2 1.3 3.5 Yes 2.5 Yes 3.4,1.6 TS 6/20/2017 Smart Level1606 Church St. W Somonauk St. Comp 4.4 0.3 1.9 Yes 0.2 Yes 1.9,0.5 TS 6/20/2017 Smart Level1607 Church St. W Somonauk St. Comp 6.7 1.4 4.3 Yes 1.7 Yes 1.7,1.7 TS 6/20/2017 Smart Level1609 King St. W Main St. N/A 3.8 0.8 2 N/A N/A Yes 0.6,1.7 TS 6/20/2017 Smart Level1610 King St. W Main St. N/A 1.1 3.2 2 N/A N/A Yes 1.7,0.6 TS 6/20/2017 Smart Level1611 King St. W Main St. N/A 2.9 2.4 1.2 N/A N/A Yes 0.9,1.0 TS 6/20/2017 Smart Level1612 King St. W Main St. Non Comp 3.4 5.2 4.5 N/A N/A Yes 3.5 TS 6/20/2017 Smart Level1613 Church St. W Main St. Comp 6.1 1 1.8 N/A N/A Yes 0.4,1.2 TS 6/20/2017 Smart Level1614 Church St. W Main St. Comp 2.1 0.6 1.8 N/A N/A Yes 1.2,0.4 TS 6/20/2017 Smart Level1615 Church St. W Main St. Non Comp 0.6 0.8 3.3 N/A N/A Yes 3.0,2.9 TS 6/20/2017 Smart Level1616 Church St. W Main St. Non Comp 5.8 1.8 3.3 N/A N/A Yes 2.9,3.0 TS 6/20/2017 Smart Level1617 Church St. W Main St. Comp 0.2 1.4 1.4 N/A N/A Yes 0.6 TS 6/20/2017 Smart Level1618 Church St. W Main St. Non Comp 5.2 0.6 2.3 N/A N/A Yes 1.1 TS 6/20/2017 Smart LevelExhibit C ‐ 1Page 4 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name1638 McHugh Rd. E Main St. Comp 10 0.4 1 Yes 3.2 Yes 0.7,0.4 TS 6/23/2017 Smart Level1644 Bruell St. E Main St. Comp 2.8 0.8 1.4 Yes 0.3 Yes 1.3,1.5 TS 6/23/2017 Smart Level1650 Oakwood St. Behrens St. Comp 8.2 0.8 0.8 Yes 0.3 No 1.0,1.0 TS 6/23/2017 Smart Level1679 S Main St. W Van Emmon St. N/A 6 3.7 0.5 N/A N/A Yes 0.3,0.9 TS 6/12/2017 Smart Level1680 S Main St. W Van Emmon St. N/A N/A N/A 0.5 N/A N/A Yes 0.3,0.10 TS 6/12/2017 Smart Level1681 S Main St. W Van Emmon St. N/A 20.5 0.5 9.7 N/A N/A Yes 5.6,2.3 TS 6/12/2017 Smart Level1682 S Main St. W Van Emmon St. Non Comp 16 8.9 9.7 N/A N/A Yes 5.6,2.4 TS 6/12/2017 Smart Level1685 S Main St. W Van Emmon St. Non Comp 13.1 0.6 N/A N/A N/A Yes 0.3 TS 6/12/2017 Smart Level1704 State St. W Madison St. N/A 7.3 13.9 11.5 N/A N/A Yes 4.4 TS 6/12/2017 Smart Level1706 State St. W Madison St. N/A 3 1.2 3.4 N/A N/A No 2 TS 6/12/2017 Smart Level1707 S Main St. W Madison St. Non Comp 4 8.5 8.5 Yes 4.9 Yes 6.2,1.6 TS 6/12/2017 Smart Level1708 S Main St. W Madison St. Comp 6.2 2.2 4.4 N/A N/A Yes 0.7 TS 6/12/2017 Smart Level1709 S Main St. W Madison St. Non Comp 2.4 2.7 4.4 N/A N/A Yes 0.7 TS 6/12/2017 Smart Level1710 S Main St. W Madison St. N/A 0.9 4.9 5.5 N/A N/A Yes 2.4,3.6 TS 6/12/2017 Smart Level1711 S Main St. W Madison St. N/A 19.3 1.4 5.5 N/A N/A No 3.6,2.4 TS 6/12/2017 Smart Level1713 S Main St. W Ridge St. Non Comp 9.6 0.9 2.5 N/A N/A Yes 1.7,1.8 TS 6/12/2017 Smart Level1714 S Main St. W Ridge St. Non Comp 10.1 1.7 2.5 N/A N/A Yes 1.8,1,7 TS 6/12/2017 Smart Level1715 S Main St. W Ridge St. Comp 3.6 2 1.4 N/A N/A Yes 0.1,1.3 TS 6/12/2017 Smart Level1716 S Main St. W Ridge St. N/A 0.3 0.5 1.2 N/A N/A Yes 1.1,0.9 TS 6/12/2017 Smart Level1717 S Main St. W Ridge St. N/A 2.2 0 1.2 N/A N/A Yes 0.9,1.1 TS 6/12/2017 Smart Level1718 S Main St. W Ridge St. Non Comp 3.1 0.7 1.4 N/A N/A Yes 1.3,0.1 TS 6/12/2017 Smart Level1719 S Main St. W Ridge St. N/A 0.9 1 1 N/A N/A Yes 1.2,2.7 TS 6/12/2017 Smart Level1720 State St. W Ridge St. Comp 6.9 0.6 1.4 N/A N/A Yes 1.6 TS 6/12/2017 Smart Level1721 State St. W Ridge St. Comp 1.4 1.4 2 N/A N/A Yes 0.3,2.3 TS 6/14/2017 Smart Level1722 State St. W Ridge St. Comp 2.1 1.6 2 N/A N/A Yes 2 TS 6/14/2017 Smart Level1723 State St. W Ridge St. Comp 0.9 2.5 1.6 N/A N/A Yes 2.0,1.4 TS 6/14/2017 Smart Level1724 Adams St. W Ridge St. Comp 2.6 0.4 0.3 N/A N/A Yes 0.2 TS 6/14/2017 Smart Level1725 Adams St. W Ridge St. Comp 4.9 4.1 3.5 N/A N/A Yes 2.1,1.9 TS 6/14/2017 Smart Level1726 Adams St. W Ridge St. Comp 5 2.9 3.5 N/A N/A Yes 1.9,2.1 TS 6/14/2017 Smart Level1727 Adams St. W Ridge St. Comp 2.4 1.3 0.7 N/A N/A Yes 0.9.1.2 TS 6/14/2017 Smart Level1728 Morgan St. W Ridge St. Comp 1.3 1.6 2.7 N/A N/A Yes 1.2 TS 6/14/2017 Smart Level1729 Morgan St. W Ridge St. Comp 1.6 0.8 2.5 N/A N/A Yes 0.5 TS 6/14/2017 Smart Level1730 Morgan St. W Ridge St. Comp 2.8 2.6 2.5 N/A N/A Yes 0.5 TS 6/14/2017 Smart Level1731 Morgan St. W Ridge St. Comp 3.3 1.9 2.7 N/A N/A Yes 0.9,0.7 TS 6/14/2017 Smart Level1732 Morgan St. W Ridge St. Comp 1.9 1.3 2.7 N/A N/A Yes 0.7,0.9 TS 6/14/2017 Smart Level1733 Morgan St. W Ridge St. Comp 1.1 1.5 3.3 N/A N/A Yes 3.2 TS 6/14/2017 Smart Level1734 Morgan St. W Fox St. Non Comp 3.2 1.4 2.3 N/A N/A No 1.3 TS 6/14/2017 Smart Level1735 State St. W Fox St. Non Comp 4.3 0.3 2 N/A N/A Yes 5.2,1.2 TS 6/12/2017 Smart Level1736 State St. W Fox St. Non Comp 1 0.9 1.4 N/A N/A Yes 1.3 TS 6/12/2017 Smart Level1737 State St. W Fox St. Non Comp 5.4 0.6 3.3 N/A N/A Yes 0,3.2 TS 6/12/2017 Smart Level1738 State St. W Fox St. Non Comp 1.2 2.6 3.3 N/A N/A Yes 3.2,0 TS 6/12/2017 Smart Level1739 State St. W Fox St. Non Comp 0.4 1.6 0.4 N/A N/A Yes 0.8,0.2 TS 6/12/2017 Smart Level1740 State St. W Fox St. Non Comp 1.9 0.7 2 N/A N/A Yes 1.2,5.2 TS 6/12/2017 Smart LevelExhibit C ‐ 1Page 5 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name1741 S Main St. W Fox St. Non Comp 8.5 0.1 3.5 Yes 1.9 Yes 3.0,0.4 TS 6/14/2017 Smart Level1742 S Main St. W Fox St. Non Comp 3.4 2.9 3.5 Yes 3 Yes 0.4,3.0 TS 6/14/2017 Smart Level1743 S Main St. W Fox St. Non Comp 3.5 4.2 0.9 Yes 2.7 Yes 1.0,1.7 TS 6/14/2017 Smart Level1744 S Main St. W Fox St. Non Comp 4.8 6.1 0.9 Yes 2 Yes 1.7,1.0 TS 6/14/2017 Smart Level1745 S Main St. W Fox St. Non Comp 5.7 2.7 1.2 Yes 1.6 Yes 0.2,1.5 TS 6/14/2017 Smart Level1746 S Main St. W Fox St. Non Comp 1 2.4 1.2 Yes 3 Yes 1.5,0.2 TS 6/14/2017 Smart Level1747 S Main St. W Fox St. Non Comp 4.2 0.3 0.8 Yes 3.5 Yes 1.5,1.0 TS 6/14/2017 Smart Level1748 S Main St. W Fox St. Non Comp 5.2 5.2 0.8 Yes 1.1 Yes 1.0,1.5 TS 6/14/2017 Smart Level1753 Bell St. E Fox St. Non Comp 0.2 5.3 2.5 No 5.1 No 1.8 TS 6/15/2017 Smart Level1755 Heustis St. E Fox St. Non Comp 1.1 0.6 0.4 N/A N/A Yes 0.8,0.6 TS 6/15/2017 Smart Level1756 Heustis St. E Fox St. Comp 3.7 0.1 0.4 N/A N/A Yes 0.6,0.8 TS 6/15/2017 Smart Level1757 Heustis St. E Fox St. Comp 0.7 0.8 0.8 N/A N/A Yes 0.3 TS 6/15/2017 Smart Level1759 Heustis St. E Fox St. Comp 1.5 0.4 0.8 N/A N/A Yes 0.3 TS 6/15/2017 Smart Level1764 Mill St. E Washington St. Comp 4.2 0.7 4.3 N/A N/A Yes 2.2 TS 6/15/2017 Smart Level1765 Mill St. E Washington St. Comp 3.8 1.5 1.7 N/A N/A Yes 1.9 TS 6/15/2017 Smart Level1766 Mill St. E Washington St. Comp 4 1.7 1.7 N/A N/A Yes 1.9 TS 6/15/2017 Smart Level1767 Mill St. E Washington St. Comp 1.4 1.3 2.4 N/A N/A Yes 2.5 TS 6/15/2017 Smart Level1768 Heustis St. E Washington St. Comp 4 0.4 1.6 N/A N/A Yes 1.6 TS 6/15/2017 Smart Level1769 Heustis St. E Washington St. Comp 0.6 2.3 1.6 N/A N/A Yes 1.6 TS 6/15/2017 Smart Level1770 Heustis St. E Washington St. Comp 0.1 2 1.7 N/A N/A Yes 1 TS 6/15/2017 Smart Level1771 Heustis St. E Washington St. Comp 5.2 1.2 2.2 N/A N/A Yes 0.5,2.2 TS 6/15/2017 Smart Level1772 Heustis St. E Washington St. Comp 0.5 5 2.2 N/A N/A Yes 2.2,0.5 TS 6/15/2017 Smart Level1773 Heustis St. E Washington St. Comp 1 2.7 2.1 N/A N/A Yes 0.9,0.5 TS 6/15/2017 Smart Level1774 Heustis St. E Washington St. Comp 6.4 0.8 2.1 N/A N/A Yes 0.5,0.9 TS 6/15/2017 Smart Level1779 S Main St. W Washington St. N/A Damaged Damaged Damaged N/A N/A Yes Damaged TS 6/14/2017 Smart Level1780 S Main St. W Washington St. N/A 4.2 1.3 1 N/A N/A Yes 1.0,1.0 TS 6/14/2017 Smart Level1781 S Main St. W Washington St. N/A Damaged Damaged Damaged N/A N/A Yes Damaged TS 6/14/2017 Smart Level1782 S Main St. W Washington St. N/A N/A Yes1783 S Main St. W Washington St. Comp 0.6 1 2.2 N/A N/A Yes 1.2,2.8 TS 6/14/2017 Smart Level1784 S Main St. W Washington St. Comp 9 0.8 Damaged N/A N/A Yes Damaged TS 6/14/2017 Smart Level1785 State St. W Washington St. N/A N/A Yes1786 State St. W Washington St. Comp 1.6 0.6 1.9 N/A N/A Yes 1.3,1.0 TS 6/14/2017 Smart Level1787 State St. W Washington St. Comp 0.2 1.9 1.9 N/A N/A Yes 1.0,1.3 TS 6/14/2017 Smart Level1788 State St. W Washington St. Comp 1 1.4 1.2 N/A N/A Yes 1.6,1.1 TS 6/14/2017 Smart Level1789 State St. W Washington St. Comp 0.8 1.2 1.2 N/A N/A Yes 1.1,1.6 TS 6/14/2017 Smart Level1790 State St. W Washington St. N/A N/A Yes1791 Adrian St. W Washington St. Comp 0.4 1 0.9 N/A N/A Yes 1 TS 6/14/2017 Smart Level1792 Adrian St. W Orange St. Comp 3.2 0.4 0.3 N/A N/A Yes 0,0.1 TS 6/14/2017 Smart Level1793 Adrian St. W Orange St. Comp 2.8 0.3 1.1 N/A N/A Yes 1.2 TS 6/14/2017 Smart Level1794 State St. W Orange St. Comp 0.9 0.7 1.7 N/A N/A Yes 1.4 TS 6/14/2017 Smart Level1796 S Main St. W Orange St. Comp 1.9 2.9 2 N/A N/A Yes 2.3,1.9 TS 6/14/2017 Smart Level1797 S Main St. W Orange St. N/A 2.8 2.6 3.3 N/A N/A Yes 1.1,1.9 TS 6/14/2017 Smart Level1798 S Main St. W Orange St. N/A 5.4 5.1 3.6 N/A N/A Yes 3.0,0.4 TS 6/14/2017 Smart LevelExhibit C ‐ 1Page 6 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name1799 S Main St. W Orange St. N/A 0.5 0.3 1.8 N/A N/A Yes 0.5 TS 6/14/2017 Smart Level1805 Heustis St. E Orange St. Comp 1.1 1 1.5 N/A N/A Yes 1.3 TS 6/15/2017 Smart Level1806 Heustis St. E Orange St. N/A 1.3 0.4 1.1 N/A N/A Yes 0.7,1.2 TS 6/15/2017 Smart Level1807 Heustis St. E Orange St. N/A 2.2 6 0.9 N/A N/A Yes 0.9,0.9 TS 6/15/2017 Smart Level1809 Mill St. E Orange St. Comp 3.8 1 1 N/A N/A Yes 2.6,1.5 TS 6/15/2017 Smart Level1810 Mill St. E Orange St. Comp 2.2 1.8 2.5 N/A N/A Yes 1.6,1.0 TS 6/15/2017 Smart Level1813 Mill St. Schoolhouse Rd. Comp 7 1.6 2.1 N/A N/A No 1.4,1.1 TS 6/15/2017 Smart Level1814 Schoolhouse Rd. Colonial PkwyComp 4.7 1.3 2 N/A N/A Yes 1.1,1.3 TS 6/15/2017 Smart Level1815 Schoolhouse Rd. Colonial PkwyNon Comp 3.3 3.1 1 Yes 0.3 Yes 2 TS 6/15/2017 Smart Level1816 Schoolhouse Rd. Colonial PkwyComp 3.7 1 1 Yes 0.3 Yes 2 TS 6/15/2017 Smart Level1817 Schoolhouse Rd. Colonial PkwyComp 4.7 0.1 1.9 Yes 1.9 Yes 2.2 TS 6/15/2017 Smart Level1821 Morgan St. Blaine St. Non Comp 12.9 0 2.6 N/A N/A 2.6,2.7 TS 6/14/2017 Smart Level1823 Adrian St. Blaine St. Comp 6 1.1 3 Yes 1.8 Yes 1.4 TS 6/14/2017 Smart Level1824 Adrian St. Blaine St. Comp 6.4 0.2 5 Yes 1.6 Yes 5.1,0.9 TS 6/14/2017 Smart Level1825Yes TS 6/14/2017 Smart Level1826 Adrian St. Blaine St. Comp 6.1 3.5 3.7 Yes 2.9 Yes 0.2 TS 6/14/2017 Smart Level1827 Adrian St. Blaine St. Comp 12.3 1.6 2.4 Yes 1.1 Yes 2.3,3.1 TS 6/14/2017 Smart Level1828 State St. Beecher St. Non Comp 5.7 6.3 4.1 No 2.4 Yes 3.5 TS 6/14/2017 Smart Level1829 State St. Beecher St. Non Comp 1.6 0.9 1.8 N/A N/A Yes 1.6 TS 6/14/2017 Smart Level1830 Adrian St. W Dolph St. Comp 1.1 0.6 2 N/A N/A Yes 1.1,2.2 TS 6/14/2017 Smart Level1831 Adrian St. W Dolph St. Comp 0.7 1.3 0.6 N/A N/A Yes 0.6 TS 6/14/2017 Smart Level1832 State St. W Dolph St. Comp 0.3 1.2 3 N/A N/A Yes 3.2 TS 6/14/2017 Smart Level1833 State St. W Dolph St. Comp 1.6 0.3 0.8 N/A N/A Yes 0,1 TS 6/14/2017 Smart Level1834 State St. W Dolph St. Comp 0.8 1 0.8 N/A N/A Yes 1,0 TS 6/14/2017 Smart Level1835 State St. W Dolph St. Comp 1.7 0.7 2 N/A N/A Yes 2 TS 6/14/2017 Smart Level1836 S Main St. W Dolph St. Comp 4.5 0.4 2.8 N/A N/A Yes 0.3,1.7 TS 6/14/2017 Smart Level1837 S Main St. W Dolph St. Comp 5.1 2.2 1.8 N/A N/A Yes 0.1,0.8 TS 6/14/2017 Smart Level1838 S Main St. W Dolph St. Non Comp 6 4 4 N/A N/A Yes 4,0.5 TS 6/14/2017 Smart Level1839 S Main St. W Dolph St. Non Comp 1.8 1.1 2.7 N/A N/A Yes 2.5 TS 6/14/2017 Smart Level1840 S Main St. Beecher St. Comp 0.6 1.7 2.5 N/A N/A Yes 2.3 TS 6/14/2017 Smart Level1841 S Main St. Beecher St. Non Comp 4.6 4 2.4 N/A N/A Yes 3.2 TS 6/14/2017 Smart Level1883 Wood Sage Rd. Cornerstone Dr. Non Comp 11.8 4.8 6.2 Yes 0.6 Yes 1.6,2.9 TS 6/16/2017 Smart Level1884 Wood Sage Rd. Cornerstone Dr. Non Comp 9.1 0.6 2.9 No 3.2 Yes 2.9,3.0 TS 6/16/2017 Smart Level1885 Wood Sage Rd. Cornerstone Dr. Non Comp 7.7 0.7 2.9 No 0.4 Yes 3.0,2.9 TS 6/16/2017 Smart Level1886 Wood Sage Rd. Cornerstone Dr. Non Comp 10.6 1.3 6.2 Yes 2.1 Yes 2.9,1.6 TS 6/16/2017 Smart Level1887 Wood Sage Rd. Cornerstone Dr. Non Comp 7.8 0.7 1.8 Yes 0.1 Yes 1.8,0.9 TS 6/16/2017 Smart Level1888 Wood Sage Rd. Cornerstone Dr. Non Comp 7.5 1.8 2.3 Yes 0.5 Yes 2.2,1.8 TS 6/16/2017 Smart Level1889 Cornerstone Dr. Westwind Dr. Non Comp 8.2 1.6 2.5 No 1.9 Yes 1.2,2.3 TS 6/16/2017 Smart Level1890 Cornerstone Dr. Westwind Dr. Non Comp 10.5 1.3 2.5 No 2.3 No 2.3,1.2 TS 6/16/2017 Smart Level1891 Cornerstone Dr. Westwind Dr. N/A 10.5 1.2 4.4 No 1.2 Yes 4.5,4.7 TS 6/16/2017 Smart Level1892 Cornerstone Dr. Westwind Dr. N/A 13.4 0.2 3.2 Yes 0.3 No 3.6,3.0 TS 6/16/2017 Smart Level1893 Westwind Dr. Non Comp 10.3 0.4 2 ? 0.3 No 1.7,1.9 TS 6/16/2017 Smart Level2044 Candleberry Ln. Meadow Rose Ln. Comp 6.8 0.2 1.9 Yes 0.5 Yes 1.2,3.0 TS 6/15/2017 Smart LevelExhibit C ‐ 1Page 7 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name2045 Candleberry Ln. Meadow Rose Ln. Non Comp 9.9 3.7 6.5 No 3 Yes 4.2,2.8 TS 6/15/2017 Smart Level2046 Candleberry Ln. Meadow Rose Ln. Non Comp 7.7 5.6 6.5 Yes 1.8 Yes 2.8,4.2 TS 6/15/2017 Smart Level2047 Candleberry Ln. Meadow Rose Ln. Non Comp 1.4 3.3 2.1 No 3.2 Yes 1.0,1.1 TS 6/15/2017 Smart Level2048 Candleberry Ln. Candleberry Ct. Non Comp 13.9 2.7 3.6 No 2.6 Yes 3.0,2.7 TS 6/15/2017 Smart Level2049 Candleberry Ln. Candleberry Ct. Non Comp 0.5 6.9 5.3 No 4.8 Yes 4.7,1.3 TS 6/15/2017 Smart Level2050 Candleberry Ln. Candleberry Ct. Non Comp 10 1.6 5.3 No 5.3 Yes 1.3,4.7 TS 6/15/2017 Smart Level2051 Candleberry Ln. Candleberry Ct. Comp 0.5 2 1.4 Yes 0.4 Yes 1.8,0 TS 6/15/2017 Smart Level2052 Crooked Creek Dr. Trillium Ct. Comp 3.7 1.5 2.4 Yes 1.6 Yes 1.7,0.2 TS 6/15/2017 Smart Level2053 Crooked Creek Dr. Trillium Ct. Comp 5.9 0.7 2.4 Yes 2.8 Yes 0.2,1.7 TS 6/15/2017 Smart Level2054 Crooked Creek Dr. Trillium Ct. Comp 5.7 1.9 2.5 Yes 1.4 Yes 0.4,1.7 TS 6/15/2017 Smart Level2055 Crooked Creek Dr. Trillium Ct. ? 6.9 0.4 2.4 Yes 1.1 Yes 1.9,2.5 TS 6/15/2017 Smart Level2115 Country Hills Dr. South of Hampton Non Comp 7.7 0.5 1.4 No 0.7 Yes 2.1,1.5 TS 6/19/2017 Smart Level2143 Goldfinch Ave. Hawk Hollow Dr. N/A 4.9 0.3 3 Yes 0.7 Yes 2.4,3.3 TS 6/20/2017 Smart Level2144 Goldfinch Ave. Hawk Hollow Dr. Non Comp 6.3 5.3 5 Yes 3.1 Yes 3.5,1.8 TS 6/20/2017 Smart Level2145 Goldfinch Ave. Hawk Hollow Dr. N/A 7.3 2 5 Yes 0.7 No 1.8,3.5 TS 6/20/2017 Smart Level2201 Hartfield Ave. Non Comp 5.7 0.3 0 Yes 0.5 Yes 0 TS 6/19/2017 Smart Level2202 Hartfield Ave. Non Comp 2.1 0.3 0.5 Yes 0.3 Yes 0.5 TS 6/19/2017 Smart Level2203 Hearthstone Ave. Non Comp 1.1 0.7 1.5 Yes 0.1 Yes 1.5 TS 6/19/2017 Smart Level2204 Hearthstone Ave. Non Comp 1.5 0.7 0.9 Yes 0.8 Yes 0.9 TS 6/19/2017 Smart Level2217 Windett Ridge Rd. Drayton Ct. Non Comp 7.3 0.36 3.6 Yes 1.3 Yes 2.1,2.2 TS 6/20/2017 Smart Level2222 Windett Ridge Rd. Sutton St. Non Comp 7 6.8 6.1 Yes 3.1 Yes 1.1,2.3 TS 6/20/2017 Smart Level2223 Windett Ridge Rd. Sutton St. Non Comp 12 6.8 6.1 No 3.2 Yes 2.3,1.1 TS 6/20/2017 Smart Level2228 Fairfax WaySutton St. N/A 9.4 1.8 2.4 Yes 1.2 Yes 2.5,2.6 TS 6/16/2017 Smart Level2229 Fairfax WaySutton St. N/A 6.7 0.1 2.4 Yes 0.8 Yes 2.6,2.5 TS 6/16/2017 Smart Level2230 Fairfax WaySutton St. Non Comp 6.9 0.1 0.9 Yes 1 Yes 3.3,2.4 TS 6/16/2017 Smart Level2231 Fairfax WaySutton St. Non Comp 6.6 1 3.3 Yes 1 Yes 3.3,2.4 TS 6/16/2017 Smart Level2232 Fairfax WaySutton St. N/A 10.1 0.9 2.3 No 1.9 Yes 2.0,1.8 TS 6/16/2017 Smart Level2233 Fairfax WaySutton St. N/A 9.2 4.3 2.3 No 0.8 Yes 1.8,2.0 TS 6/16/2017 Smart Level2238 Windett Ridge Rd. Kentshire Dr. Non Comp 6.1 3.6 2.8 Yes 2.7 Yes 1.4,0.6 TS 6/16/2017 Smart Level2239 Windett Ridge Rd. Kentshire Dr. Non Comp 0.3 4.6 4.7 Yes 5.3 Yes 4.4,2.1 TS 6/16/2017 Smart Level2240 Windett Ridge Rd. Kentshire Dr. Non Comp 8 2.6 4.7 Yes 6.3 No 2.1,4.4 TS 6/16/2017 Smart Level2241 Wilton Ct. Kentshire Dr. Comp 7.2 2.6 2.9 Yes 0.1 No 0.1,3.2 TS 6/16/2017 Smart Level2242 Wilton Ct. Kentshire Dr. Comp 5.2 5.5 2.9 Yes 3.5 No 3.2,0.1 TS 6/16/2017 Smart Level2243 Caulfield Pt. Kentshire Dr. Comp 9.4 5.1 4.2 Yes 2.4 Yes 2.5,2.9 TS 6/16/2017 Smart Level2244 Caulfield Pt. Kentshire Dr. Comp 13.1 4.1 4.2 Yes 2.8 Yes 2.9,2.5 TS 6/16/2017 Smart Level2245 Caulfield Pt. Kentshire Dr. Non Comp 8.4 0.9 2 Yes 1.5 Yes 2.0,1.6 TS 6/16/2017 Smart Level2256 Windett Ridge Rd. Claremont Ct. Non Comp 6.1 1.9 3.3 Yes 2.2 Yes 1.9,1.6 TS 6/20/2017 Smart Level2260 Windett Ridge Rd. Wythe Pl Non Comp 8.8 3.6 5.1 No 5.1 Yes 1.2,4.4 TS 6/20/2017 Smart Level2265 Fitzhugh Turn Windett Ridge Rd. Non Comp 6.5 2.3 2.7 Yes 2.7 Yes 1.9,1.6 TS 6/16/2017 Smart Level2266 Fitzhugh Turn Windett Ridge Rd. Non Comp 5.7 1.4 2.3 Yes 0.7 Yes 1.7,1.7 TS 6/16/2017 Smart Level2267 Adrian St. W Washington St. Comp 1.1 0.3 0.6 N/A N/A Yes 1.2 TS 6/14/2017 Smart Level2268 State St. W Orange St. Comp 0.6 0.8 1.2 N/A N/A Yes 0.2 TS 6/14/2017 Smart Level2269 S Main St. W Orange St. Comp 3 0.4 2.2 N/A N/A Yes 1.6,1.9 TS 6/14/2017 Smart LevelExhibit C ‐ 1Page 8 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name2270 Heustis St. E Washington St. Comp 7.6 1.5 1.7 N/A N/A Yes 1 TS 6/15/2017 Smart Level2271 Caulfield Pt. Kentshire Dr. Comp 7.2 3 2.6 Yes 3.8 Yes 1.3,0.8 TS 6/16/2017 Smart Level2272 Caulfield Pt. Kentshire Dr. Comp 8.1 4.8 2.6 Yes 2.6 Yes 0.8,1.3 TS 6/16/2017 Smart Level2273 Caulfield Pt. Kentshire Dr. Non Comp 7.5 3.2 2.9 Yes 2.6 Yes 1.6,2.6 TS 6/16/2017 Smart Level2274 Fitzhugh Turn Windett Ridge Rd. Non Comp 5.2 2.3 2.3 Yes 0.9 Yes 1.8,2.4 TS 6/16/2017 Smart Level2275 Fitzhugh Turn Windett Ridge Rd. Non Comp 6.9 1.2 2.3 Yes 0.2 Yes 2.4,1.8 TS 6/16/2017 Smart Level2276 Fitzhugh Turn Windett Ridge Rd. Comp 9 0.7 3.8 Yes 4.2 Yes 1.6,4.6 TS 6/16/2017 Smart Level2277 Fitzhugh Turn Windett Ridge Rd. Comp 4.2 3 3.8 Yes 3 Yes 4.6,1.6 TS 6/16/2017 Smart Level2278 Fairfax WaySutton St. Non Comp 11.6 2.2 2.8 Yes 4.5 Yes 0.5,2.0 TS 6/16/2017 Smart Level2279 Fairfax WaySutton St. Non Comp 5.5 4.1 2.8 Yes 3.2 Yes 2.0,0.5 TS 6/16/2017 Smart Level2280 Waverly Cir. Sutton St. Non Comp 11.3 2.7 4.4 Yes 2 Yes 2.7,3.2 TS 6/16/2017 Smart Level2281 Waverly Cir. Sutton St. Non Comp 8.7 2.4 2.5 Yes 3 Yes 1.6,1.3 TS 6/16/2017 Smart Level2282 Windett Ridge Rd. Drayton Ct. Non Comp 5.3 1.7 3.4 Yes 1.7 Yes 2.3,2.2 TS 6/20/2017 Smart Level2283 Ohama Dr. Kate Dr. Non Comp 7 0.2 1.3 Yes 1.3 Yes 1.8,1.8 TS 6/22/2017 Smart Level2284 Ohama Dr. Kate Dr. Non Comp 6.3 2 1 Yes 1 Yes 0.6,2.1 TS 6/22/2017 Smart Level2285 East Spring StreetClearwater DrNon Comp 9 1.8 2.3 Yes 2.7 Yes 1.3,1.4 TS 6/22/2017 Smart Level2286 East Spring StreetNon Comp 9.5 1.5 1 Yes 0.9 Yes 0.7,1.4 TS 6/22/2017 Smart Level2287 Freemont St. E Spring St. Comp 3.8 0.8 1.9 Yes 1.3 Yes 3.1,1.4 TS 6/21/2017 Smart Level2288 Freemont St. Elm St. Comp 4 1.2 3.3 Yes 0.3 Yes 1.4,1.8 TS 6/21/2017 Smart Level2289 Freemont St. Elm St. Comp 7 1 2.4 Yes 0.5 Yes 2.5,1.0 TS 6/21/2017 Smart Level2290 E Somonauk St. Bristol Ave. Comp 3.3 0.8 2.6 Yes 1.3 Yes 2.1 TS 6/21/2017 Smart Level2291 E Somonauk St. Bristol Ave. Comp 10.3 1.9 3.3 Yes 0.1 Yes 2.7,2.9 TS 6/21/2017 Smart Level2292 Bruell St. E Main St. Comp 4.6 0.7 1.4 Yes 3.6 No 1.5,1.3 TS 6/23/2017 Smart Level2293 W CountrySide PkwyW Kendall Dr. Comp 10.5 1.2 1.2 Yes 0.8 Yes 0.1,0.3 TS 6/26/2017 Smart Level2294 Powers Ct. W Kendall Dr. Comp 7.2 0.7 7.2 Yes 0.2 Yes 3.2 TS 6/26/2017 Smart Level2295 Powers Ct. W Kendall Dr. Comp 8.1 0.5 5.7 Yes 1.3 Yes 2.2 TS 6/26/2017 Smart Level2296 Independence St. John St. Comp 0.8 2.6 1.7 Yes 0.7 Yes 1.2,1.4 TS 6/27/2017 Smart Level2297 Church St. W Main St. Non Comp 0.9 2.4 2.3 N/A N/A Yes 1.1 TS 6/20/2017 Smart Level2298 King St. W Main St. Non Comp 5.4 1.9 4.5 N/A N/A No 3.5 TS 6/20/2017 Smart Level2299 Cannonball Trl S Carly CirComp 10.5 3.4 2.9 Yes 0.2 Yes 3.3,1.7 TS 6/27/2017 Smart Level2300 Cannonball Trl S Carly CirComp 6.7 4 2.9 Yes 0.2 Yes 1.7,3.3 TS 6/27/2017 Smart Level2301 Cannonball Trl S Carly CirComp 9.8 2.9 2.1 Yes 0 Yes 2.4,1.4 TS 6/27/2017 Smart Level2302 Cannonball Trl S Carly CirNon Comp 9.8 0.9 1.4 Yes 0.1 Yes 0.9,1.4 TS 6/27/2017 Smart Level2303 Cannonball Trl Purcell St. Comp 11.5 1.9 1.3 No 0.9 Yes 1.5,0.1 TS 6/27/2017 Smart Level2304 Cannonball Trl Purcell St. Comp 10.9 4 0.7 Yes 0.1 Yes 1.5,0.9 TS 6/27/2017 Smart Level2305 Cannonball Trl Purcell St. Comp 6.1 2 1.8 Yes 0.2 Yes 1.4,1.4 TS 6/27/2017 Smart Level2306 Cannonball Trl Purcell St. Non Comp 11.6 6.9 1.3 No 0.7 Yes 0.1,1.5 TS 6/27/2017 Smart Level508 Crimson Ln Orchid St. Comp 10.2 2.6 3.4 Yes 0.2 Yes 3.0,1.4 TS 3/14/2018 Smart Level509 Crimson Ln Orchid St. Comp 10 3.4 3.4 Yes 1.6 Yes 1.4,3.0 TS 3/14/2018 Smart Level510 Crimson Ln Orchid St. Comp 6.8 1.2 2.9 Yes 0.5 Yes 0.5,2.9 TS 3/14/2018 Smart Level511 Crimson Ln Orchid St. Comp 9.6 0.5 2.9 Yes 1.5 Yes 2.9,0.5 TS 3/14/2018 Smart Level512 Crimson Ln Orchid St. Comp 6.9 1.3 2.8 Yes 1.6 Yes 2.9,3.4 TS 3/14/2018 Smart Level513 Crimson Ln Orchid St. Comp 8.2 0.4 3 Yes 0.3 Yes 2.4,3.7 TS 3/14/2018 Smart LevelExhibit C ‐ 1Page 9 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name461 Orchid St. Emerald Dr. Comp 5.9 1.4 2.8 Yes 0.3 No 3.1,1.2 TS 3/14/2018 Smart Level462 Orchid St. Emerald Dr. Non Comp 7.1 1.8 2.8 Yes 0.3 Yes 1.2,3.1 TS 3/14/2018 Smart Level463 Orchid St. Emerald Dr. Comp 5.9 0.6 2.8 Yes 3.4 Yes 2.6,1.8 TS 3/14/2018 Smart Level464 Orchid St. Emerald Dr. Non Comp 3 0.8 2.8 Yes 0.7 Yes 1.8,2.6 TS 3/14/2018 Smart Level465 Orchid St. Emerald Dr. Non Comp 12 0.6 0.4 Yes 0.3 Yes 0.5,1.2 TS 3/14/2018 Smart Level535 Crimson Ln Sage Ct. Non Comp 7.8 0.6 2.5 Yes 0.2 Yes 2.4,2.3 TS 3/14/2018 Smart Level536 Crimson Ln Sage Ct. Non Comp 8.1 0.36 2.6 Yes 0.3 Yes 2.0,2.5 TS 3/14/2018 Smart Level537 Crimson Ln Sage Ct. Non Comp 7.6 0.3 3 Yes 0.8 Yes 1.3,2.5 TS 3/14/2018 Smart Level538 Crimson Ln Sage Ct. Non Comp 5.5 1.8 3 Yes 1.5 Yes 2.5,1.3 TS 3/14/2018 Smart Level456 Coral Dr. Emerald Dr. Comp 6.6 0.1 3.4 Yes 1.9 Yes 3.5,1.3 TS 3/14/2018 Smart Level457 Coral Dr. Emerald Dr. Comp 3.1 3.3 2.2 Yes 1.7 Yes 2.6,1.2 TS 3/14/2018 Smart Level595 Hayden Dr. Prairie Clover Dr. Non Comp 10 0.5 2.5 Yes 0.5 Yes 1.4,2.2 TS 3/14/2018 Smart Level585 Hayden Dr. Coneflower Ct. Non Comp 11.8 0.9 2.5 Yes 0.5 Yes 2.9,2.3 TS 3/14/2018 Smart Level590 Hayden Dr. Prairie Rose Dr. Non Comp 11.4 0.2 1.7 Yes 2.3 Yes 2.6,1.3 TS 3/14/2018 Smart Level596 Hayden Dr. Prairie Clover Dr. Non Comp 8.4 1.4 1.7 Yes 1.1 Yes 1.5,0.9 TS 3/14/2018 Smart Level582 Hayden Dr. Switchgrass Ln Non Comp 100 100 100 No 100 No 100 TS 3/14/2018 Smart Level583 Hayden Dr. Switchgrass Ln Non Comp 100 100 100 No 100 No 100 TS 3/14/2018 Smart Level584 Hayden Dr. Switchgrass Ln Non Comp 100 100 100 No 100 No 100 TS 3/14/2018 Smart Level466 Emerald Dr. Sienna Dr. Non Comp 11.4 0.2 2.1 Yes 1.9 Yes 1.1,3.5 TS 3/14/2018 Smart Level467 Emerald Dr. Sienna Dr. Non Comp 11.1 1.5 2.1 Yes 0.2 Yes 3.5,1.1 TS 3/14/2018 Smart Level468 Emerald Dr. Sienna Dr. Non Comp 7.4 0.9 2.9 Yes 1.3 Yes 3.0,1.8 TS 3/14/2018 Smart Level469 Emerald Dr. Sienna Dr. Non Comp 6.6 2.4 3.1 Yes 1.7 Yes 3.0,2.1 TS 3/14/2018 Smart Level470 Emerald Dr. Sienna Dr. Non Comp 2.8 0.3 3.1 Yes 1.3 No 2.1,3.0 TS 3/14/2018 Smart Level471 Sienna Dr. Lavender WayNon Comp 7.7 1.8 2.6 No 1.2 Yes 1.2,1.6 TS 3/14/2018 Smart Level472 Sienna Dr. Lavender WayNon Comp 10.9 1.7 2.6 No 1.7 Yes 1.6,1.2 TS 3/14/2018 Smart Level473 Sienna Dr. Lavender WayNon Comp 5.8 0.3 2.5 No 0.6 Yes 2.7,2.1 TS 3/14/2018 Smart Level474 Sienna Dr. Lavender WayNon Comp 6.9 1.8 2.5 No 1.8 Yes 2.1,2.7 TS 3/14/2018 Smart Level2309 Sienna Dr. Lavender WayNon Comp 6 1.3 2.9 No 0.6 Yes 1.2,2.5 TS 3/14/2018 Smart Level2310 Sienna Dr. Lavender WayNon Comp 10.2 2.3 2.9 No 0.2 Yes 2.5,1.2 TS 3/14/2018 Smart Level2311 Sienna Dr. Lavender WayNon Comp 10.7 0.6 2.3 No 1.4 Yes 1.0,3.6 TS 3/14/2018 Smart Level2312 Sienna Dr. Lavender WayNon Comp 7.7 3 2.3 No 1.9 Yes 3.6,1.0 TS 3/14/2018 Smart Level558 Autumn Creek Blvd. Midight Pl Non Comp 7.1 0.1 1.4 Yes 1.2 Yes 1.2,1.5 TS 3/14/2018 Smart Level559 Autumn Creek Blvd. Midight Pl Non Comp 12.3 0.7 1.3 Yes 1.8 Yes 0.8,2.3 TS 3/14/2018 Smart Level560 Autumn Creek Blvd. Midight Pl Non Comp 6.9 0.6 2.3 Yes 0.4 Yes 1.6,1.9 TS 3/14/2018 Smart Level561 Autumn Creek Blvd. Midight Pl Non Comp 8.7 1.4 2.2 Yes 0.6 Yes 1.8,1.5 TS 3/14/2018 Smart Level2307 Autumn Creek Blvd. Midight Pl Non Comp 4.5 0.6 1.4 Yes 0.2 Yes 1.5,1.2 TS 3/14/2018 Smart Level2308 Autumn Creek Blvd. Midight Pl Non Comp 9.5 1.6 1.3 Yes 0.2 Yes 2.3,0.8 TS 3/14/2018 Smart Level568 Midight Pl Olive Ln Non Comp 9.7 0.9 2.9 Yes 0.8 Yes 1.3,2.6 TS 3/14/2018 Smart Level569 Midight Pl Olive Ln Non Comp 7.4 0.4 0.9 Yes 0.1 Yes 1.0,1.9 TS 3/14/2018 Smart Level570 Midight Pl Olive Ln Non Comp 11.1 2.1 0.9 Yes 1.5 Yes 1.9,1.0 TS 3/14/2018 Smart Level571 Midight Pl Olive Ln Non Comp 4.5 0.3 1.1 Yes 0.5 Yes 1.1,1.2 TS 3/14/2018 Smart Level572 Midight Pl Olive Ln Non Comp 9.9 3.3 2.8 Yes 0.9 Yes 2.3,0.2 TS 3/14/2018 Smart Level573 Midight Pl Olive Ln Non Comp 12.5 0.7 2.8 Yes 0.4 Yes 0.2,2.3 TS 3/14/2018 Smart LevelExhibit C ‐ 1Page 10 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name574 Prairie Grass Ln Olive Ln Comp 6.7 0.7 1.4 Yes 0.2 Yes 1.1,2.5 TS 3/14/2018 Smart Level575 Prairie Grass Ln Olive Ln Comp 5.2 0.9 2.2 Yes 1.4 Yes 2.7,1.7 TS 3/14/2018 Smart Level576 Prairie Grass Ln Olive Ln Non Comp 7 1.5 1.3 Yes 2 Yes 2.1,1.0 TS 3/14/2018 Smart Level577 Prairie Grass Ln Olive Ln Non Comp 12.3 0.2 1.3 Yes 1.4 Yes 1.0,2.1 TS 3/14/2018 Smart Level578 Prairie Grass Ln Olive Ln Non Comp 7 0.9 1.3 Yes 0.1 Yes 2.1,1.2 TS 3/14/2018 Smart Level579 Prairie Grass Ln Olive Ln Non Comp 7.5 2.1 1.3 Yes 0.7 Yes 1.2,2.1 TS 3/14/2018 Smart Level548 Autumn Creek Blvd. Prairie Grass Ln Non Comp 7 1.2 2.4 Yes 0.5 Yes 2.1,2.8 TS 3/14/2018 Smart Level549 Autumn Creek Blvd. Prairie Grass Ln Comp 8 0.8 1.3 Yes 0.9 Yes 1.1,1.5 TS 3/14/2018 Smart Level550 Autumn Creek Blvd. Prairie Grass Ln Comp 12.4 1.4 2.8 Yes 0.8 Yes 1.8,2.8 TS 3/14/2018 Smart Level551 Autumn Creek Blvd. Prairie Grass Ln Non Comp 4.9 0.6 4 Yes 2.3 Yes 2.5,0.8 TS 3/14/2018 Smart Level552 Autumn Creek Blvd. Prairie Grass Ln Non Comp 7.7 0.7 4 Yes 1 Yes 0.8,2.5 TS 3/14/2018 Smart Level553 Autumn Creek Blvd. Prairie Grass Ln Non Comp 8.3 0.9 2.4 Yes 1.1 Yes 2.8,2.1 TS 3/14/2018 Smart Level554 Prairie Grass Ln School Entrance Non Comp 3.2 0.3 0.4 No 1.9 Yes 0.4 TS 3/14/2018 Smart Level555 Prairie Grass Ln School Entrance Non Comp 10 2.5 10 No 1 Yes 2.5,3.6 TS 3/14/2018 Smart Level556 Prairie Grass Ln School Exit Non Comp 6.9 1.4 1.1 No 0.5 Yes 1.1,0.1 TS 3/14/2018 Smart Level557 Prairie Grass Ln School Exit Non Comp 6.4 2.5 0.5 No 0.6 Yes 0.3 TS 3/14/2018 Smart Level542 Titus Dr. Autumn Creek Blvd. Comp 6.4 1.4 1.1 Yes 1.1 Yes 1.6,1.5 TS 3/14/2018 Smart Level543 Titus Dr. Autumn Creek Blvd. Non Comp 9.9 1.6 2.4 Yes 0.3 Yes 2.8,1.5 TS 3/14/2018 Smart Level544 Titus Dr. Autumn Creek Blvd. Non Comp 10.8 1.4 2.4 Yes 1 Yes 1.5,2.8 TS 3/14/2018 Smart Level545 Titus Dr. Autumn Creek Blvd. Non Comp 10.4 0.4 3.1 Yes 0.8 Yes 1.7,2.7 TS 3/14/2018 Smart Level546 Titus Dr. Autumn Creek Blvd. Non Comp 10.9 1.3 3.1 Yes 0.9 Yes 2.7,1.7 TS 3/14/2018 Smart Level547 Titus Dr. Autumn Creek Blvd. Comp 6 0.9 0.9 Yes 1 Yes 1.0,2.0 TS 3/14/2018 Smart Level562 Titus Dr. Autumn Creek Blvd. Non Comp 9.4 0.7 3.1 Yes 1.4 Yes 1.8,2.5 TS 3/14/2018 Smart Level563 Titus Dr. Autumn Creek Blvd. Non Comp 3.8 0.7 1.5 Yes 0.1 Yes 2.3,0.9 TS 3/14/2018 Smart Level564 Titus Dr. Autumn Creek Blvd. Non Comp 8.5 1.6 3.1 Yes 3.3 Yes 2.5,1.8 TS 3/14/2018 Smart Level565 Titus Dr. Autumn Creek Blvd. Non Comp 7.8 1 2.3 Yes 2.1 Yes 2.4,1.8 TS 3/14/2018 Smart Level566 Titus Dr. Autumn Creek Blvd. Non Comp 9.9 2 3.1 Yes 2.9 Yes 0.9,0.8 TS 3/14/2018 Smart Level567 Titus Dr. Autumn Creek Blvd. Non Comp 9 0.6 1.5 Yes 4.8 Yes 0.9,2.3 TS 3/14/2018 Smart Level633 Prairie Meadows Dr. Bluestem Dr. Non Comp 100 100 100 No 100 No 100 TS 3/15/2018 Smart Level416 Liliac Way/Vilet Ct. Emerald Ln. Comp 3.8 1.9 1.9 Yes 1.3 Yes 1.0,1.5 TS 3/15/2018 Smart Level417 Liliac Way/Vilet Ct. Emerald Ln. Comp 4.2 0.6 1.4 Yes 0.5 Yes 3.6,1.0 TS 3/15/2018 Smart Level418 Liliac Way/Vilet Ct. Emerald Ln. Comp 9 0.9 2.6 Yes 0.8 Yes 2.4,2.0 TS 3/15/2018 Smart Level419 Liliac Way/Vilet Ct. Emerald Ln. Comp 5.2 0.5 3.1 Yes 0.6 Yes 3.1,2.4 TS 3/15/2018 Smart Level420 Liliac Way/Vilet Ct. Emerald Ln. Comp 8 1.3 1.3 Yes 0.7 Yes 0.6,2.3 TS 3/15/2018 Smart Level421 Liliac Way/Vilet Ct. Emerald Ln. Comp 3.4 1.6 1.3 Yes 1.7 Yes 2.3,0.6 TS 3/15/2018 Smart Level422 Liliac Way/Vilet Ct. Emerald Ln. Comp 1.6 2 1.6 Yes 1.5 Yes 0.7,0.4 TS 3/15/2018 Smart Level423 Liliac Way/Vilet Ct. Emerald Ln. Comp 5.1 0.7 1.6 Yes 1.2 Yes 0.4,0.7 TS 3/15/2018 Smart Level426 Emerald Ln. Ruby Dr. Comp 7.1 0.5 1.7 Yes 0.4 Yes 1.2,1.1 TS 3/15/2018 Smart Level428 Slate Dr./Ct. Emerald Ln. Comp 3 0.9 1.8 Yes 0.8 Yes 1.4,0.7 TS 3/15/2018 Smart Level429 Slate Dr./Ct. Emerald Ln. Comp 1.7 0.6 0.9 Yes 1.4 Yes 0.6,1.4 TS 3/15/2018 Smart Level430 Slate Dr./Ct. Emerald Ln. Comp 3 0.3 0.9 Yes 0.7 Yes 0.6,1.4 TS 3/15/2018 Smart Level431 Slate Dr./Ct. Emerald Ln. Comp 5.4 0.7 2 Yes 0.5 Yes 2.1,2.0 TS 3/15/2018 Smart Level432 Slate Dr./Ct. Emerald Ln. Comp 9.5 0.6 4.3 Yes 1.2 Yes 2.2,4.8 TS 3/15/2018 Smart LevelExhibit C ‐ 1Page 11 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name433 Slate Dr. Emerald Ln. Comp 6.2 3.1 4.3 Yes 1 Yes 4.8,2.2 TS 3/15/2018 Smart Level434 Slate Dr. Lilac WayComp 7.6 1.2 2.9 Yes 0.5 Yes 0.8,1.1 TS 3/15/2018 Smart Level435 Slate Dr. Lilac WayComp 6 1.9 2.9 Yes 1.3 Yes 1.1,0.8 TS 3/15/2018 Smart Level2313 Slate Dr. Lilac WayComp 6.9 1.1 3 Yes 0.8 Yes 1.9,1.9 TS 3/15/2018 Smart Level2315 Slate Dr. Lilac WayComp 6.6 0.5 1.8 Yes 0.3 Yes 1.7,2.3 TS 3/15/2018 Smart Level514 Autumn Creek Blvd. Crimson Ln. Comp 4.4 1.9 2.8 Yes 1.5 Yes 1.8,2.6 TS 3/15/2018 Smart Level518 Autumn Creek Blvd. Crimson Ln. Comp 8.4 0.1 1.1 Yes 1 Yes 1.7,2.6 TS 3/15/2018 Smart Level519 Autumn Creek Blvd. Crimson Ln. Comp 4.4 0.2 1.1 Yes 1 Yes 2.6,1.7 TS 3/15/2018 Smart Level520 Autumn Creek Blvd. Crimson Ln. Comp 5.8 4.1 5.1 Yes 0.6 Yes 5.9,1.3 TS 3/15/2018 Smart Level522 Autumn Creek Blvd. Comp 8.3 2 2.7 Yes 0.6 Yes 2.1,0.8 TS 3/15/2018 Smart Level523 Autumn Creek Blvd. Comp 8.4 0.3 2 Yes 1.4 Yes 1.4,2.3 TS 3/15/2018 Smart Level539 Autumn Creek Blvd. School Exit Non Comp 3.9 1.3 1.5 No 0.1 Yes 1.7 TS 3/15/2018 Smart Level540 Autumn Creek Blvd. School Exit Non Comp N/A N/A 7.4 No 0.6 Yes 3.4,0.1 TS 3/15/2018 Smart Level541 Autumn Creek Blvd. School Exit Non Comp 6.3 3.2 2.8 No 4.3 Yes 1.4 TS 3/15/2018 Smart Level631 Bluestem Dr. Prairie Meadows Dr. Non Comp 10.9 2.6 2.8 No 0.2 Yes 1.4,2.9 TS 3/15/2018 Smart Level635 Bluestem Dr. Prairie Meadows Dr. Non Comp 9.3 0.6 1.7 Yes 0.9 Yes 2.0,2.3 TS 3/15/2018 Smart Level609 Wild Indigo Ln. Bluestem Dr. Non Comp 100 100 100 No 100 No 100 TS 3/15/2018 Smart Level611 Wild Indigo Ln. Bluestem Dr. Non Comp 100 100 100 No 100 No 100 TS 3/15/2018 Smart Level605 Bluestem Dr. Prairie Grass Ln Non Comp 8.5 0.7 2.6 No 2.4 No 3.3,1.7 TS 3/15/2018 Smart Level606 Bluestem Dr. Prairie Grass Ln Non Comp 10.6 0.7 2.6 No 2.9 Yes 1.7,3.3 TS 3/15/2018 Smart Level440 Emerald Ln. Madden Ct. Non Comp 7.5 2.5 0.8 Yes 0.3 Yes 0.5,1.2 TS 3/15/2018 Smart Level441 Emerald Ln. Cobalt Dr. Comp 11.1 1.9 2.5 Yes 0.2 Yes 1.7,2.6 TS 3/15/2018 Smart Level442 Emerald Ln. Cobalt Dr. Comp 14.1 1.9 2.5 Yes 2.5 Yes 2.6,1.7 TS 3/15/2018 Smart Level443 Emerald Ln. Cobalt Dr. Non Comp 6.8 0.1 1.7 Yes 0.5 Yes 1.2,1.4 TS 3/15/2018 Smart Level444 Emerald Ln. Cobalt Dr. Non Comp 9.6 2.8 0.4 No 0.2 No 0,0.9 TS 3/15/2018 Smart Level445 Emerald Ln. Cobalt Dr. Non Comp 8.8 2 0.4 No 0.2 Yes 0,0.9 TS 3/15/2018 Smart Level446 Emerald Ln. Bike Path Comp 8.6 0.9 1.6 Yes 0.5 Yes 1.9,2.8 TS 3/15/2018 Smart Level447 Emerald Ln. Bike Path Comp 8 1.3 1.2 Yes 1.2 Yes 0.9,1.3 TS 3/15/2018 Smart Level448 Emerald Ln. Crimson Ln. Comp 4.2 2.6 2.2 Yes 1.2 Yes 8.7,7.6 TS 3/15/2018 Smart Level450 Emerald Ln. Crimson Ln. Comp 11.1 3.6 1.1 Yes 2 Yes 2.2,1.0 TS 3/15/2018 Smart Level451 Emerald Ln. Crimson Ln. Comp 8.6 1.1 1.1 Yes 2.9 Yes 1.0,2.2 TS 3/15/2018 Smart Level452 Emerald Ln. Crimson Ln. Comp 10.9 0.7 2.2 Yes 0.2 Yes 1.5,2.4 TS 3/15/2018 Smart Level414 Kennedy Rd Emerald Ln. Comp 5 1.1 1.8 Yes 0.1 Yes 0.2,2.2 TS 3/15/2018 Smart Level1095 Elden Dr. Non Comp 7.8 3.4 2.5 Yes 1.5 Yes 1.3,1.6 TS 3/16/2018 Smart Level1088 McMurtrie WayElden Dr. Non Comp 10.6 3.6 3 No 2.1 Yes 1.1,2.2 TS 3/16/2018 Smart Level1089 McMurtrie WayElden Dr. Non Comp 8.9 3.8 3 No 2.1 No 2.2,1.1 TS 3/16/2018 Smart Level1090 McMurtrie WayElden Dr. Non Comp 8.8 3.9 2.8 No 0.2 Yes 2.2,3.0 TS 3/16/2018 Smart Level1091 McMurtrie WayElden Dr. Non Comp 10.2 3.2 2.8 No 0.5 No 2.2,3.0 TS 3/16/2018 Smart Level173 Caledonia Dr. Longview Dr. Non Comp 11.8 2 1.1 No 2 Yes 0.3,1.7 TS 3/16/2018 Smart Level174 Caledonia Dr. Longview Dr. Non Comp 7.5 2.1 1.1 No 0.2 Yes 1.7,0.3 TS 3/16/2018 Smart Level167 Caledonia Dr. Pinewood Dr. Non Comp 6.3 2.7 3.2 Yes 0.9 Yes 3.3,1.5 TS 3/16/2018 Smart Level168 Caledonia Dr. Pinewood Dr. Non Comp 7.8 1.2 3.2 Yes 1.8 Yes 1.5,3.3 TS 3/16/2018 Smart Level171 Caledonia Dr. Lauren Dr. Non Comp 12.5 1.5 1.7 No 0.3 Yes 2.1,1.4 TS 3/16/2018 Smart LevelExhibit C ‐ 1Page 12 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name172 Caledonia Dr. Lauren Dr. Non Comp 8.8 2.3 1.7 No 1.3 Yes 1.4,2.1 TS 3/16/2018 Smart Level2270 Fontana Dr. Bombah Blvd. Non Comp 10.8 3.3 2.3 No 0.2 No 1.6,2.4 TS 3/16/2018 Smart Level2271 Fontana Dr. Bombah Blvd. Non Comp 12.7 2.9 2.3 No 0.7 No 2.4,1.6 TS 3/16/2018 Smart Level163 Shadow Wood Dr. Bombah Blvd. Non Comp 10.2 1.5 1 Yes 1 No 1.1,0.9 TS 3/16/2018 Smart Level164 Shadow Wood Dr. Bombah Blvd. Non Comp 11.5 3.9 1 Yes 1.2 Yes 0.9,1.1 TS 3/16/2018 Smart Level2322 Shadow Wood Dr. Bombah Blvd. Non Comp 3.2 2.3 2.4 No 2.3 Yes 0.7 TS 3/16/2018 Smart Level2323 Shadow Wood Dr. Bombah Blvd. Non Comp 10.5 0.5 2.4 No 2.7 No 0.7 TS 3/16/2018 Smart Level2324 Shadow Wood Dr. Longview Dr. Non Comp 9.4 0.1 1.1 Yes 0.2 No 1.1,1.2 TS 3/16/2018 Smart Level2325 Shadow Wood Dr. Longview Dr. Non Comp 8.5 0.2 2.3 Yes 1 Yes 1.4,1.6 TS 3/16/2018 Smart Level165 Shadow Wood Dr. Longview Dr. Non Comp 4.9 0.7 2.8 No 1 No 3.0,1.5 TS 3/16/2018 Smart Level166 Shadow Wood Dr. Longview Dr. Non Comp 7.3 0.9 2.8 No 1.2 Yes 1.5,3.0 TS 3/16/2018 Smart Level1323 Game Farm Rd. Pleasure Dr. Non Comp 4.5 1.8 No 1 Yes 1.8 MRB 3/22/2018 Smart Level1324 Game Farm Rd. Pleasure Dr. Non Comp 0.5 0.5 No 1 Yes 0.6 MRB 3/22/2018 Smart Level1325 Game Farm Rd. Beecher CenterNon Comp 2.4 1 No 0.3 Yes 1 MRB 3/22/2018 Smart Level1326 Game Farm Rd. Beecher CenterNon Comp 1.6 0.9 No 0.2 Yes 0.9 MRB 3/22/2018 Smart Level1328 Library Game Farm Rd. Comp 8.6 0.5 1.3 Yes 0.6 Yes 1.2 MRB 3/22/2018 Smart Level1329 Game Farm Rd. LibraryNon Comp 0.2 1.4 No 0.4 Yes 1.4 MRB 3/22/2018 Smart Level1330 Game Farm Rd. City Hall Non Comp 2.2 0.4 Yes 1.1 Yes 0.4 MRB 3/22/2018 Smart Level1331 Game Farm Rd. City Hall Non Comp 4 2.2 Yes 0.9 Yes 2.2 MRB 3/22/2018 Smart Level1333 Game Farm Rd. Football Stadium Non Comp 0 2.5 Yes 2 Yes 2.5 MRB 3/22/2018 Smart Level1334 Football Stadium Game Farm Rd. Comp 9.7 2.3 3.2 Yes 1.2 Yes 2.7, 2.8 MRB 3/22/2018 Smart Level1335 Game Farm Rd. High School Non Comp 2.2 3 2.5 Yes 0.4 Yes 3.2 MRB 3/22/2018 Smart Level1336 Game Farm Rd. High School Comp 3 9 1.5 Yes 1.3 Yes 0.9 MRB 3/22/2018 Smart Level1337 Game Farm Rd. School Bus EntranceComp 0.4 3.5 1.9 Yes 4.8 Yes 1.9 MRB 3/22/2018 Smart Level1338 Game Farm Rd. School Bus EntranceComp 2.7 2 3.1 Yes 4.2 Yes 2 MRB 3/22/2018 Smart Level1340 Game Farm Rd. High School AcademyComp 1.8 0.7 2.1 Yes 0.7 Yes 1.8 MRB 3/22/2018 Smart Level1341 Game Farm Rd. School Bus ExitComp 2.2 2.9 2.9 Yes 3 Yes 2.9 MRB 3/22/2018 Smart Level1342 Game Farm Rd. School Bus ExitComp 0.4 3.6 3.9 Yes 4.4 Yes 3.9 MRB 3/22/2018 Smart Level1278 John Street Parking Lot Non Comp 4.5 4.2 3.3 No 1.5 No 3.3, 2.2 MRB 3/22/2018 Smart Level1277 Parking Lot John St. Non Comp 7.1 2.2 3.3 No 3.1 No 3.3, 2.2 MRB 3/22/2018 Smart Level1276 Parking Lot John St. Non Comp 3.5 2.5 4.2 No 1 Yes 3.5 MRB 3/22/2018 Smart Level1275 Parking Lot John St. Non Comp 3.6 0.6 No 0.6 Yes 0.2 MRB 3/22/2018 Smart Level2317 Parking Lot John St. Non Comp 2.8 0.2 No 0.3 No 0.6 MRB 3/22/2018 Smart Level56 Plymouth Ave. Bristol Bay DrNon Comp 2.1 0.1 1 No 0.4 Yes 0.8 MRB 3/23/2018 Smart Level57 Plymouth Ave. Bristol Bay DrNon Comp 7 1.2 1.4 No 0.9 Yes 1.2 MRB 3/23/2018 Smart Level58 Plymouth Ave. Bristol Bay DrNon Comp 6.7 1.4 3.7 No 0.2 Yes 2.4, 1.6 MRB 3/23/2018 Smart Level59 Bristol Bay Dr. Plymouth Ave. Non Comp 6.6 0.9 3.7 No 0.1 Yes 2.4, 1.6 MRB 3/23/2018 Smart Level60 Bristol Bay Dr. Plymouth Ave. Non Comp 4.3 2.2 5 No 0.3 Yes 1.8, 2.3 MRB 3/23/2018 Smart Level61 Plymouth Ave. Bristol Bay DrNon Comp 4 1 5 No 0.4 Yes 1.8, 2.3 MRB 3/23/2018 Smart Level83 Gardiner Ave Bertram Dr. Non Comp 8.8 1.1 4.8 No 0.1 Yes 4.4,1.9 MRB 3/23/2018 Smart Level84 Bertram Dr. Gardiner Ave Non Comp 8.6 2.4 4.8 No 1.5 Yes 4.4, 1.9 MRB 3/23/2018 Smart Level85 Gardiner Ave Bertram Dr. Non Comp 5.1 2.1 3.9 No 2.3 No 3.7, 0.7 MRB 3/23/2018 Smart Level86 Bertram Dr. Gardiner Ave Non Comp 8.3 0.6 3.9 No 2 Yes 3.7, 0.7 MRB 3/23/2018 Smart LevelExhibit C ‐ 1Page 13 of 14 Exhibit C Compiled Field DataUnited City of YorkvillePerpendicular Curb Ramp Inspection DataFIDEQUIPDateINSP BY:Cross Slope of Adjacent Squares (%)Corresponding Ramp (Yes or No)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Common Square Slope (%)Ramp Cross Slope (%)Running Slope of Ramp (%)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet Name2313 Gardiner Ave Bertram Dr. Non Comp 5.9 2.6 3.9 No 0.7 Yes 2.3 MRB 3/23/2018 Smart Level109 Sarasota Ave Bertram Dr. Non Comp 6.5 1.6 2.9 Yes 0.4 Yes 2.7 MRB 3/23/2018 Smart Level110 Sarasota Ave Bertram Dr. Non Comp 5.7 2.5 2.9 No 1.7 Yes 1.6, 0.7 MRB 3/23/2018 Smart Level111 Bertram Dr. Sarasota Ave Non Comp 8.8 1.5 2.9 No 2.2 Yes 1.6, 0.7 MRB 3/23/2018 Smart Level112 Bertram Dr. Sarasota Ave Non Comp 6.8 1.1 2.2 No 1.1 Yes 2.2, 1.3 MRB 3/23/2018 Smart Level113 Sarasota Ave Bertram Dr. Non Comp 5.8 0.4 2.2 Yes 0.5 Yes 2.2, 1.3 MRB 3/23/2018 Smart Level114 Sarasota Ave Bertram Dr. Non Comp 7.1 0.5 2.8 Yes 0.5 Yes 2.6 MRB 3/23/2018 Smart Level105 Harrison Dr. Bertram Dr. Non Comp 2.2 1.4 3.3 No 0.3 No 2.5, 1.9 MRB 3/23/2018 Smart Level104 Bertram Dr. Harrision Dr. Non Comp 2.8 1.8 3.3 No 1.4 Yes 2.5, 1.9 MRB 3/23/2018 Smart Level106 Bertram Dr. Harrision Dr. Non Comp 8.3 0.5 2.3 No 0.3 Yes 2.0, 0.5 MRB 3/23/2018 Smart Level107 Harrison Dr. Bertram Dr. Non Comp 9.3 1.2 2.3 No 0.7 Yes 2.0, 0.5 MRB 3/23/2018 Smart Level108 Harrison Dr. Bertram Dr. Non Comp 5.6 0.9 2.6 No 0.1 Yes 2.4 MRB 3/23/2018 Smart Level1352 John Street John St. Non Comp 3.6 1 Yes 1 Yes MRB 3/23/2018 Smart Level1351 John Street John St. Non Comp 4.9 10.4 10.6 Yes 0.9 Yes MRB 3/23/2018 Smart Level2320 34 Access Rd John St. Non Comp 8.1 No 1.4 Yes MRB 3/23/2018 Smart Level2321 34 Access Rd John St. Non Comp 8.3 No 1.6 Yes MRB 3/23/2018 Smart Level2318 John Street Hospital EmergencyNon Comp 8.6 No 1.8 Yes MRB 3/23/2018 Smart Level2319 John Street Hospital EmergencyNon Comp 8.4 No 1.5 Yes MRB 3/23/2018 Smart Level1271 Beecher Road John St. Non Comp 1.5 0.2 2.5 N/A No 1.8 MRB 3/23/2018 Smart Level1272 Beecher Road John St. Comp 1.9 Yes 0.7 No 2.0, 0.3 MRB 3/23/2018 Smart Level1273 John Street Hospital ParkingNon Comp 4.6 8.9 10.1 No 0.8 Yes MRB 3/23/2018 Smart Level1274 John Street Hospital ParkingNon Comp 4.5 5.1 10.3 No 1.7 Yes MRB 3/23/2018 Smart LevelExhibit C ‐ 1Page 14 of 14 Exhibit CCompiled Field DataUnited City of YorkvilleDepressed Corner Curb Ramp Data1302 Cannonball Trl Patrick Ct. Non Comp 12.7 Not Req'd Not Req'd Yes 0.1 0.5 2.1 Yes TS 6/26/2017Smart Level1304 Cannonball Trl Patrick Ct. Non Comp 5.8 Not Req'd Not Req'd Yes 1.2 4.0,0.40.1,2.2 Yes TS 6/26/2017Smart Level1322 Game Farm Rd. W Veterans Pkwy Comp 3.7 Not Req'd Not Req'd Yes 2.8 0.8 2.4 Yes TS 6/26/2017Smart Level1481 Tower Ln. W Somonauk Rd. Comp 1.4 Not Req'd Not Req'd Yes 1.1 4.7 1.7 Yes TS 6/20/2017Smart Level1500 Freemont St. Jackson St. Comp 4.4 Not Req'd Not Req'd N/A N/A 3.0,3.0 3.1,1.8 Yes TS 6/22/2017Smart Level1503 McHugh Rd. Jackson St. Non Comp 7.9 Not Req'd Not Req'd Yes 1 1.1,3.8 3.1,3.8 Yes TS 6/21/2017Smart Level1505 McHugh Rd. Jackson St. Non Comp 6.5 Not Req'd Not Req'd Yes 0.9 0.2,2.3 2.9,1.8 Yes TS 6/21/2017Smart Level1506 McHugh Rd. Elm St. Non Comp 10 Not Req'd Not Req'd Yes 0.3 0.1,2.1 6.1,4.5 Yes TS 6/21/2017Smart Level1507 McHugh Rd. Elm St. Non Comp 7.5 Not Req'd Not Req'd Yes 3.3 0.9,1.3 5.1,0.1 Yes TS 6/21/2017Smart Level1512 Freemont St. Park St. Comp 1.8 3.4 Not Req'd Yes 3 6.0,0.2 0.8,2.8 Yes TS 6/22/2017Smart Level1519 McHugh Rd. E Park St. Non Comp 11.5 Not Req'd Not Req'd Yes 3.5 0.5,0.0 0.3,0.0 Yes TS 6/21/2017Smart Level1570 McHugh Rd. E Spring St. Non Comp 7.4 Not Req'd Not Req'd Yes 1.1 0.6,0.3 2.2,2.0 Yes TS 6/23/2017Smart Level1575 Bruell St. E Spring St. Comp 1.8 Not Req'd Not Req'd Yes 0.2 1.8,3.2 1.6,0.6 Yes TS 6/23/2017Smart Level1576 Bruell St. E Spring St. Comp 1.2 2.9 1.5 Yes 0.6 8.4,6.7 0.9,0.0 Yes TS 6/23/2017Smart Level1589 Church St. W Center St. Non Comp 2.8 Not Req'd Not Req'd no 0.9 1.1,0.5 1.9,2.5 Yes TS 6/20/2017Smart Level1639 McHugh Rd. E Main St. Comp 2.8 Not Req'd 3 Yes 2.1 4.8,6.3 2.3,0.3 Yes TS 6/23/2017Smart Level1643 Bruell St. E Main St. Comp 4.4 Not Req'd 5.9 Yes 5.2 2.9,6.8 0.5,0.7 Yes TS 6/23/2017Smart Level1646 Oakwood St. E Main St. Non Comp 2.5 2.2 2 No 2.1 5.2,10.2 0.1,1.1 Yes TS 6/23/2017Smart Level1647 Oakwood St. E Main St. Comp 2.1 Not Req'd 2.5 Yes 0.7 2.8,5.8 2.1,1.5 Yes TS 6/23/2017Smart Level1648 Oakwood St. E Main St. Comp 1.4 Not Req'd 3.6 No 2.6 5.0,6.0 1.5,0.4Yes TS 6/23/2017Smart Level1649 Johnson St. E Main St. Comp 2.9 7.6 3 No 4 11.5,7.2 3.5,0.7 No TS 6/22/2017Smart Level1651 Oakwood St. Behrens St. Comp 2.8 2 3.5 Yes 2.8 8.7,7.6 1.6,1.2 No TS 6/23/2017Smart Level1683 S Main St. W Van Emmon St. Non Comp 13.2 N/A N/A Yes 14.8 11.5 2 Yes TS 6/12/2017Smart Level1684 S Main St. W Van Emmon St. Non Comp 10.7 4.2 18.4 Yes 9.8 0.2,0.9 No TS 6/12/2017Smart Level1705 State St. W Madison St. N/A 12.1 Yes 13.7 2.7,7.4Yes TS 6/12/2017Smart Level1754 Heustis St. E Fox St. N/A 6.6 No 3.6 3.1 Yes TS 6/15/2017Smart Level1758 Heustis St. E Fox St. Non Comp 1 No 1.6 0.9,1.9 Yes TS 6/15/2017Smart Level1795 State St. W Orange St. Non Comp 1.3 Not Req'd Not Req'd N/A N/A 1.6,1.5 1.5,1.6 Yes TS 6/14/2017Smart Level1808 Heustis St. E Orange St. Non Comp 5.1 N/A N/A 4.1,1.9 Yes TS 6/15/2017Smart Level1811 Mill St. Illini Dr. Non Comp 1.8 Not Req'd Not Req'd Yes 1.3 2.9,3.41.3,1.8 Yes TS 6/15/2017Smart Level1812 Mill St. Illini Dr. Non Comp 2.6 Needed Needed Yes 1.9 7.4,1.0 0.3,1.6 Yes TS 6/15/2017Smart Level1820 Morgan St. Blaine St. Non Comp 6 Not Req'd Not Req'd Yes 1.6 1.2,1.3 Yes TS 6/14/2017Smart Level1822 Morgan St. Blaine St. Non Comp 4.5 Not Req'd Not Req'd Yes 1.3 1.4,0.8 1.3,0.3 Yes TS 6/14/2017Smart Level424 Emerald Ln. Ruby Dr. Comp 2.5 Not Req'd Not Req'd Yes 0.6 1.3,0.9 1.2,1.7 Yes TS 3/15/2018Smart Level425 Emerald Ln. Ruby Dr. Comp 1.4 Not Req'd Not Req'd Yes 0.8 4.9,0.3 1.2,0.2 Yes TS 3/15/2018Smart Level412 Kennedy Rd. Emerald Ln. Comp 1.7 Not Req'd Not Req'd Yes 1.9 < 5 0.6,1.5 Yes TS 3/15/2018Smart Level1327 Game Farm Rd. Library Comp 4.7 Not Req'd Not Req'd Yes 2.1 0.8, 11.8 1.9, 1.0 Yes MRB 3/22/2018Smart Level1332 Game Farm Rd. Football Stadium Comp 5.9 Not Req'd Not Req'd Yes 0.6 5.8, 4.2 4.5, 4.2 Yes MRB 3/22/2028Smart Level1339 Game Farm Rd. High School Academy Comp 2 Not Req'd Not Req'd Yes 1.1 1.6, 5.2 0.8, 2.0 Yes MRB 3/22/2018Smart LevelCross Slope of Connnected Squares (%)EQUIPDateINSP BY:Corresponding Ramp (Yes or No)Detectable Warning Tile (Comp or Non‐Comp)Cross StreetStreet NameFIDRunning Slope of Connnected Squares (%)Curb & Gutter slope (%)Depressed Curb & Gutter (Yes, No or N/A)Upper Landing B (%)Upper Landing A (%)Max Slope of Corner (%)Exhibit C ‐ 2 Page 1 of 1 EXHIBIT D ILLINOIS DEPARTMENT OF TRANSPORTATION CURB RAMP STANDARD DETAILS EXHIBIT E UNITED CITY OF YORKVILLE CURB RAMP DETAILS EXHIBIT F BUREAU OF LOCAL ROADS AND STREETS DESIGN STANDARDS BUREAU OF LOCAL ROADS & STREETS Oct 2013 SPECIAL DESIGN ELEMENTS 41-6(1) 41-6 REQUIREMENTS FOR ACCESSIBLE PUBLIC RIGHTS-OF-WAY 41-6.01 General Many highway elements can affect the accessibility and mobility of individuals with disabilities. These include sidewalks, curb ramps, parking spaces, buildings at transportation facilities, overpasses or underpasses, temporary traffic control, and landscaping or streetscaping. According to the Americans with Disabilities Act (ADA), 42 U.S.C. §12181 - 12189 and the Illinois Environmental Barriers Act,410 ILCS 25/1 et seq, public highway right-of-way shall be made accessible to all users. Local Public Agencies (LPAs) are required to perform a self- assessment to determine barriers to accessibility within the public highway right-of-way. Currently, a national uniform design guideline for public highway right-of-way has not been adopted by the United States Department of Justice and Federal Highway Administration (FHWA). However, the Proposed Accessibility Guidelines for Pedestrian Facilities in the Public Right-of-Way (PROWAG)has been introduced by the United States Access Board through the federal rule-making process. Furthermore, FHWA has issued guidance that PROWAG may be used in order to comply with accessibility requirements. Therefore, the Department recommends that LPAs use the latest revision of PROWAG available at www.access-board.gov, when constructing or altering facilities within the highway public right-of-way. Figure 41-6A provides a reference to criteria contained in PROWAG unless otherwise noted. The ADA Standards for Accessible Designs (ADAAG), the Illinois Accessibility Code (IAC), the Uniform Federal Accessibility Standards (UFAS), the ILMUTCD, and the American National Standards Institute (ANSI) should also be consulted as needed. Where LPA policies or local codes require criteria that exceed PROWAG, then the local criteria should be used. 41-6.02 Equivalent Facilitation The use of alternative designs, products, or technologies, that result in substantially equivalent or greater accessibility and usability than the requirements in PROWAG, is permitted. However, the LPA should document how the equivalent facilitation was determined. 41-6.03 Application All newly constructed facilities, altered portions of existing facilities, and elements added to existing facilities for pedestrian circulation and use located in the public right-of-way shall comply with the requirements in this Section. BUREAU OF LOCAL ROADS & STREETS 41-6(2) SPECIAL DESIGN ELEMENTS Oct 2013 Accessible Component Scoping Requirements Technical Requirements Pedestrian Access Route (PAR) R204 R302 Alternate PAR R205 Pedestrian Street Crossing R206 R306 Curb Ramps and Blended Transitions R207 R304 Detectable Warnings R208 R305 Accessible Pedestrian Signals and Pedestrian Pushbuttons R209 Protruding Objects R210 R402 Signs R211 R410 Transit Stops and Transit Shelters R213 R308 On-Street Parking R214 R309 Off-Street Parking ADAAG R208 ADAAG R502; IAC 400.310(c) Passenger Loading Zones R215 R310 Stairways and Escalators R216 R408 Handrails R217 R409 Doors, Doorways, and Gates R218 Ramps R407 SCOPING AND TECHNICAL REQUIREMENTS Figure 41-6A 41-6.04 Alterations 41-6.04(a) General Where existing elements, spaces, or facilities are altered, each altered element, space, or facility within the scope of the project shall comply with the applicable requirements for new construction unless existing physical constraints exist. The alteration of multiple elements or spaces within a facility may provide a cost-effective opportunity to make the entire facility or a significant portion of the facility accessible. Figure 41-6B provides a summary of some common alterations. BUREAU OF LOCAL ROADS & STREETS Oct 2013 SPECIAL DESIGN ELEMENTS 41-6(3) Type of Work Alteration Required Resurfacing (includes, but not limited to, addition of a new layer of asphalt, reconstruction, concrete pavement rehabilitation and reconstruction, open-graded surface course, microsurfacing and thin lift overlays, cape seals, and in-place asphalt recycling) Correct non-compliant curb ramps and crosswalks Remove and Replace Sidewalk (sidewalk patch, relocate poles or posts, etc.) Replace with compliant (includes transition to non-compliant) Curb & Gutter Replacement Install curb ramps if replaced curb and gutter is at a pedestrian crossing with adjacent sidewalk Pedestrian Signal (signal controller and software altered, or signal head replaced) Installed Accessible Pedestrian Signals and accessible pushbutton Restriping Parking Markings Provide accessible spaces ALTERATION REQUIRED BY TYPE OF WORK Figure 41-6B 41-6.04(b) Existing Physical Constraints. Where existing physical constraints make it impracticable for altered elements, spaces, or facilities to fully comply with the requirements for new construction, compliance is required to the extent practicable within the scope of the project. Existing physical constraints include, but are not limited to, underlying terrain, right-of-way availability, underground structures, adjacent developed facilities, drainage, or the presence of a notable natural or historic feature. The LPA should document the various options considered, reasons for selecting, and any public comments received concerning an alteration to the extent practicable. Furthermore, the facility shall continue to be listed as a barrier in the LPA’s self-evaluation. 41-6.04(c) Transitional Segments. Transitional segments of an altered PARs shall connect to existing unaltered segments of pedestrian circulation paths. The transitional segment shall be removed when the existing unaltered section is altered in the future. 41-6.04(d) Reduction in Access Prohibited. An alteration shall not decrease or have the effect of decreasing the accessibility of a facility or an accessible connection to an adjacent building or site below the requirements for new construction in effect at the time of the alteration. Sidewalk improvements that correct existing excessive cross slope should be carefully planned to avoid creating excessive slope in curb ramps or adding a step at existing building entrances. Solutions may include: 1. Split sidewalks that serve building entrances and street or highway at separate levels; BUREAU OF LOCAL ROADS & STREETS 41-6(4) SPECIAL DESIGN ELEMENTS Oct 2013 2. Sidewalks with greater cross slope along the curb and PARs with lesser cross slope along building fronts; 3. PARs along the curb and ramped entrances to buildings. 41-6.04(e) Alterations to Qualified Historic Facilities. Where the State Historic Preservation Officer or Advisory Council on Historic Preservation determines that compliance with a requirement would threaten or destroy historically significant features of a qualified historic facility, compliance shall be required to the extent that it does not threaten or destroy historically significant features of the facility. Where there is a federal agency “undertaking”, as defined in 36 CFR 800.16 (y), the requirements in section 106 of the National Historic Preservation Act (16 U.S.C. 470f) and 36 CFR part 800 apply. Location of a facility within an historic district by itself does not excuse compliance with the requirements in this document. The State Historic Preservation Officer or Advisory Council on Historic Preservation must determine that compliance would threaten or destroy historically significant features of the facility. Reproductions or replications of historic facilities are not qualified historic facilities. 41-6.05 Pedestrian Access Route A PAR shall be provided within sidewalks and other pedestrian circulation paths located in the public right-of-way. The pedestrian access route shall connect to accessible elements, spaces, facilities, and to other accessible routes not within the public right-of-way. PARs shall consist of one or more of the following: sidewalks and other pedestrian circulation paths, or a portion of sidewalks and other pedestrian circulation paths; pedestrian street crossings and at-grade rail crossings; pedestrian overpasses and underpasses and similar structures; curb ramps and blended transitions; ramps; elevators and limited use/limited application elevators; platform lifts; and doors, doorways, and gates. 41-6.06 Alternate Pedestrian Access Route When a pedestrian circulation path is temporarily closed by construction, alterations, maintenance operations, or other conditions, an alternate PAR shall be marked and/or provided. Any pedestrian barricades and channelizing devices shall comply with the ILMUTCD. The ILMUTCD recommends that whenever possible, work should be done in a manner that does not create a need to detour pedestrians from existing pedestrian routes. Extra distance and additional pedestrian street crossings add complexity to a trip and increase exposure of risk to accidents. BUREAU OF LOCAL ROADS & STREETS Oct 2013 SPECIAL DESIGN ELEMENTS 41-6(5) 41-6.07 Curb Ramps and Blended Transitions A curb ramp, blended transition, or a combination of curb ramps and blended transitions shall be installed to allow pedestrians to continue through pedestrian street crossings, alleys, or driveways. The curb ramp (excluding any flared sides) or blended transition shall be contained wholly within the width of the crossing served. In alterations where existing physical constraints prevent a curb ramp at each crossing, a single diagonal curb ramp shall be permitted to serve both pedestrian street crossings. There are two types of curb ramps: x Perpendicular curb ramps have a running slope that cuts through or is built up to the curb at right angles, or meets the gutter break at right angles where the curb is curved. On large corner radiuses, it will be necessary to indent the gutter break on one side of the curb ramp in order for the curb ramp to meet the gutter break at right angles. x Parallel curb ramps have a running slope that is in-line with the direction of sidewalk travel and lower the sidewalk to a level turning space where a turn is made to enter the pedestrian street crossing. x Parallel and perpendicular curb ramps may be combined. A parallel curb ramp is used to lower the sidewalk to a mid-landing and a short perpendicular curb ramp connects the landing to the street. Blended transitions are similar to curb ramps. However, blended transitions have a less severe running slope and some other differences from curb ramp design. Raised pedestrian street crossings are considered blended transitions. Blended transitions are suitable for a range of sidewalk conditions and should be considered at level intersections. The Department has developed a series of highway standards that provide the requirements for curb ramp and/or blended transition construction. However, these standards may not provide the contractor and LPA construction supervisor with enough information to ensure accessibility compliance at locations with severe slopes, existing site constraints, or other unique situations. Therefore, the LPA should consider providing plan details for each corner where curb ramps or blended transitions are being constructed. 41-6.08 Detectable Warning Surfaces 41-6.08(a) General Detectable warning surfaces indicate the boundary between pedestrian and vehicular routes where there is a flush rather than a curbed connection and shall be provided at the following locations on the PAR and at transit stops: x Curb ramps and blended transitions at pedestrian street crossings; x Pedestrian refuge islands (minimum width 6 ft); x Pedestrian at-grade rail crossings not located within a street or highway; x Boarding platforms at transit stops for buses and rail vehicles where the edges of the boarding platform are not protected by screens or guards; and BUREAU OF LOCAL ROADS & STREETS 41-6(6) SPECIAL DESIGN ELEMENTS Oct 2013 x Boarding and alighting areas at sidewalk or street level transit stops for rail vehicles where the side of the boarding and alighting areas facing the rail vehicles is not protected by screens or guards. Detectable warning surfaces should not be provided at crossings of residential driveways, since the pedestrian right-of-way continues across residential driveway aprons. However, where commercial driveways are provided with yield or stop control, detectable warning surfaces should be provided at the junction between the pedestrian route and the vehicular route. 41-6.09 Pedestrian Street Crossing All pedestrian street crossings shall be accessible to pedestrians with disabilities. Where pedestrian signals are provided at pedestrian street crossings, they should consider accessible pedestrian signals 41-6.10 Protruding Objects Objects along or overhanging any portion of a pedestrian circulation path shall not reduce the clear width required for the PAR. 41-6.11 Signs Where audible sign systems and other technologies are used to provide information equivalent to the information contained on pedestrian signs and transit signs, the signs are not required to comply with accessibility requirements. Audible sign systems and other technologies that provide information equivalent to the information contained on signs are more usable by pedestrians who are blind or have low vision. Remote infrared audible signs that transmit information to portable devices that are carried by and audible only to the user are an example of audible sign systems and other technologies. 41-6.12 Transit Stops and Transit Shelters Where provided (regardless of who provides), transit stops and transit shelters shall comply with accessibility requirements. Transit stops in the public right-of-way typically serve fixed route bus systems, including bus rapid transit systems, and light rail transit systems. Signs that identify the routes served by the transit stop shall comply with the technical requirements for visual characters on signs unless audible sign systems or other technologies are used to provide the information. The FHWA has issued guidance on the obligations of state transportation departments, metropolitan planning organizations, and transit agencies to coordinate the planning and funding of accessibility improvements to transit systems and facilities. BUREAU OF LOCAL ROADS & STREETS Oct 2013 SPECIAL DESIGN ELEMENTS 41-6(7) 41-6.13 On-Street Parking 41-6.13(a) General Where on-street parking is provided on the block perimeter and the parking is marked or metered (including pay stations), accessible parking spaces shall be provided. Where parking pay stations are provided and the parking is not marked, each 20.0 ft (6.1 m) of block perimeter where parking is permitted shall be counted as one parking space. Figure 41-6C specifies how many accessible parking spaces shall be provided on the block perimeter where on-street parking is marked or metered. Accessible parking spaces shall be identified by signs complying with the ILMUTCD. Accessible parking spaces should be located where the street has the least crown and grade and close to key destinations. Total Number of Marked or Metered Parking Spaces on the Block Perimeter Minimum Required Number of Accessible Parking Spaces 1 to 25 1 26 to 50 2 51 to 75 3 76 to 100 4 101 to 150 5 151 to 200 6 201 and over 4 percent of total ON-STREET PARKING SPACES Figure 41-6C 41-6.13(b) Signage Accessible parking spaces shall be designated with a ground-mounted RESERVED PARKING for persons with disabilities (R7-8) sign with the $____ FINE (R7-I101) supplemental plaque. The amount of the fine shall be as established by 625 ILCS 5/11-1301.3(c). Signs shall be 7 ft (2.0 m) minimum above the finish floor or ground surface measured to the bottom of the sign, and no more than 2 ft (0.6 m) horizontally from the face of curb. Signs shall be located at the head or foot of the parking space so as not to interfere with the operation of a side lift or a passenger side transfer. 41-6.13(c) Pavement Marking 1. Color. Accessible parking spaces and access aisles shall be designated with white pavement marking and may be supplemented with blue pavement markings. 2. Width. Pavement marking shall be 3 in (75 mm) to 6 in (150 mm) wide. BUREAU OF LOCAL ROADS & STREETS 41-6(8) SPECIAL DESIGN ELEMENTS Oct 2013 3. Access Aisle. When required, the access aisle shall be marked with 45 degree diagonal lines. The diagonal lines should be 3 in (75 mm) to 6 in (150 mm) wide and separated by gaps of 12 in (300 mm) to 36 in (900 mm). The gap between the lines should not exceed 6 times the width of the diagonal lines. 4. Symbol. The international symbol of accessibility should be used to provide additional emphasis. See Figure 41-6D. INTERNATIONAL SYMBOL OF ACCESSIBILITY FOR PAVEMENT MARKING Figure 41-6D 41-6.13(d) Dimensions Where parking spaces are marked with lines, width measurements of parking spaces and access aisles shall be made from the centerline of the markings. The required size of parking spaces and access aisles shall be determine by the type of parking space. BUREAU OF LOCAL ROADS & STREETS Oct 2013 SPECIAL DESIGN ELEMENTS 41-6(9) 41-6.13(e) Curb Ramps or Blended Transitions Curb ramps or blended transitions complying with Section 41-6.07 shall connect the access aisle to the PAR. Curb ramps shall not be located within the access aisle. At parallel parking spaces, curb ramps and blended transitions should be located so that a van side-lift or ramp can be deployed to the sidewalk and the vehicle occupant can transfer to a wheelchair or scooter. Parking spaces at the end of the block face may be served by curb ramps or blended transitions at the pedestrian street crossing, provided that the curb ramp is not accessed from a travel lane. Detectable warning surfaces are not required on curb ramps and blended transitions that connect the access aisle to the sidewalk, including where the sidewalk is at the same level as the parking spaces, unless the curb ramps and blended transitions also serve pedestrian street crossings. 41-6.14 Off-Street Parking 41-6.14(a) General Accessible parking spaces for individuals with disabilities and accessible passenger loading zones that serve a particular building shall be the spaces or zones closest to the nearest accessible entrance on a PAR. In separate parking facilities that do not serve a particular building, locate parking spaces for individuals with disabilities on the shortest possible circulation route to an accessible pedestrian entrance of the parking facility. In buildings with multiple access entrances with adjacent parking, accessible parking spaces may be dispersed and located closest to the accessible entrances. The total number of accessible parking spaces may be distributed among parking facilities, if greater accessibility is achieved in consideration of such factors as anticipated usage, number and location of entrances and level parking areas. Figure 41-6E specifies how many accessible parking spaces shall be provided. Each parking space shall have its own access aisle and all access aisles shall blend to a common level with an accessible route. Parking spaces and access aisles shall be level with surface slopes not exceeding 1:50 (2.0%) in all directions. Minimum vertical clearance of 98 in (2490 mm) at the parking space and along at least one vehicle access route to such spaces from site entrance(s) and exit(s) shall be provided. BUREAU OF LOCAL ROADS & STREETS 41-6(10) SPECIAL DESIGN ELEMENTS Oct 2013 Total Number of Marked or Metered Parking Spaces on the Block Perimeter Minimum Required Number of Accessible Parking Spaces 1 to 25 1 26 to 50 2 51 to 75 3 76 to 100 4 101 to 150 5 151 to 200 6 201 to 300 7 301 to 400 8 401 to 500 9 501 to 1000 2 percent of total 1001 and over 20, plus 1 for each 100, or fraction thereof, over 1000 OFF-STREET PARKING SPACES Figure 41-6E 41-6.14(b) Signage See Section 41-6.13(b). 41-6.14(c) Pavement Marking 1. Color. Accessible parking spaces and access aisles shall be designated with yellow pavement marking. 2. Width. See Section 41-6.13(c). 3. Access Aisle. See Section 41-6.13(c). 4. Symbol. See Section 41-6.13(c). BUREAU OF LOCAL ROADS & STREETS Oct 2013 SPECIAL DESIGN ELEMENTS 41-6(11) 41-6.14(d) Dimensions An accessible parking space shall consist of a 16 ft (4.9 m) wide parking space, which includes an 8 ft (2.4 m) wide access aisle (See Figure 41-6F). In the alternative, an accessible space may be 16 ft (4.9 m) wide, including a space 11 ft (3.4 m) wide with a 5 ft (1.5 m) access aisle (See Figure 41-6G). A common access aisle shall not be shared between adjacent parking spaces. Access aisles shall be permitted to be placed on either side of the parking space except for angled parking spaces, which shall have access aisles located on the passenger side of the parking space. STANDARD OFF-STREET ACCESSIBLE PARKING SPACES Figure 41-6F BUREAU OF LOCAL ROADS & STREETS 41-6(12) SPECIAL DESIGN ELEMENTS Oct 2013 UNIVERSAL PARKING DESIGN OFF-STREET ACCESSIBLE PARKING SPACES Figure 41-6G 41-6.15 Passenger Loading Zones Where passenger loading zones other than transit stops are provided, at least one accessible passenger loading zone shall be provided for each 100.0 ft (30 m) of continuous loading zone space or fraction thereof. Accessible passenger loading zones must be identified by signs displaying the International Symbol of Accessibility. 41-6.16 Other Where provided on pedestrian circulation paths, Stairways and Escalators (shall not be part of a PAR), Handrails, Doors, Doorways, and Gates; and Ramps shall comply with accessibility requirements. EXHIBIT G ANTICIPATED REPLACEMENT COSTS Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) 1679 10 75 0 1680 10 75 0 1681 10 75 0 1682 10 75 0 1685 10 75 0 ‐00 0 1704 10 75 0 ‐00 0 1706 10 75 0 ‐00 0 1707 10 75 12 ‐00 0 1708 10 75 0 1709 10 75 0 1710 10 75 0 1711 10 75 0 1713 10 75 0 1714 10 75 0 1715 10 75 0 1718 10 75 0 1716 10 75 0 1717 10 75 0 1719 10 75 0 ‐00 0 1721 00 0 ‐00 0 1722 00 0 ‐00 0 1723 10 75 0 ‐00 0 1725 10 75 0 1726 10 75 0 1728 00 0 ‐00 0 1729 00 0 1730 10 75 0 1731 00 0 1732 00 0 1733 00 0 ‐00 0 1734 10 75 0 ‐00 0 1735 10 75 0 1740 10 75 0 1736 10 75 0 ‐00 0 1737 10 75 0 1738 10 75 0 1739 10 75 0 ‐00 0 1741 10 75 0 1742 10 75 12 1743 10 75 12 1744 10 75 12 $2,800.00 SW of S Main St. W Van Emmon St.125 30.00$ 8.00$ 50.00$ $2,800.00 QUANTITY UNIT PRICE NW of S Main St. W Van Emmon St.125 30.00$ 8.00$ 50.00$ 50.00$ $1,500.00 NW of S Main St. W Madison St.75 30.00$ 8.00$ 50.00$ $2,100.00 SW of State St. W Madison St.75 30.00$ 8.00$ 50.00$ $1,500.00 NW of State St. W Madison St.75 30.00$ 8.00$ 50.00$ $1,500.00 NE of S Main St. W Van Emmon St.75 30.00$ 8.00$ 50.00$ $2,800.00 SW of S Main St. W Ridge St.0 30.00$ 8.00$ 50.00$ $1,800.00 NW of S Main St. W Ridge St.125 30.00$ 8.00$ 50.00$ $2,800.00 SE of S Main St. W Madison St.125 30.00$ 8.00$ 50.00$ $2,800.00 SW of S Main St. W Madison St.125 30.00$ 8.00$ 50.00$ $600.00 SE of State St. W Ridge St.75 30.00$ 8.00$ 50.00$ $600.00 NW of State St. W Ridge St.75 30.00$ 8.00$ 50.00$ $1,800.00 NE of S Main St. W Ridge St.0 30.00$ 8.00$ 50.00$ $900.00 SE of S Main St. W Ridge St.0 30.00$ 8.00$ 50.00$ $600.00 SW of Morgan St. W Ridge St.125 30.00$ 8.00$ 50.00$ $1,900.00 SE of Morgan St. W Ridge St.75 30.00$ 8.00$ 50.00$ $900.00 NW of Adams St. W Ridge St.125 30.00$ 8.00$ 50.00$ $2,800.00 SW of State St. W Ridge St.0 30.00$ 8.00$ 50.00$ $1,500.00 NW of State St. W Fox St.125 30.00$ 8.00$ 50.00$ $2,800.00 NE of Morgan St. W Fox St.75 30.00$ 8.00$ 50.00$ $1,000.00 NE of Morgan St. W Ridge St.75 30.00$ 8.00$ 50.00$ $600.00 NW of Morgan St. W Ridge St.125 30.00$ 8.00$ 50.00$ $900.00 NW of S Main St. W Fox St.125 30.00$ 8.00$ 50.00$ $3,400.00 SE of State St. W Fox St.0 30.00$ 8.00$ 50.00$ $900.00 SW of State St. W Fox St.125 30.00$ 8.00$ 50.00$ $2,800.00 NE of State St. W Fox St.0 30.00$ 8.00$ 50.00$ $3,000.00NE of S Main St. W Fox St.0 30.00$ 8.00$ Exhibit G Page 1 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 1745 10 75 0 1746 10 75 12 1747 10 75 12 1748 10 75 0 1779 10 75 0 1784 10 75 0 1780 10 75 0 ‐00 0 1781 10 75 0 ‐00 0 1782 10 75 0 1783 00 0 1785 10 75 0 ‐00 0 1790 10 75 0 ‐00 0 4A 10 75 0 ‐00 0 1796 10 75 0 2269 00 0 1797 10 75 0 1798 10 75 0 1799 10 75 0 ‐00 0 1821 10 75 0 ‐00 0 1823 00 0 1826 10 75 12 1824 00 0 1825 10 75 12 1827 10 75 0 ‐00 0 1828 10 75 12 ‐00 0 1829 10 75 0 ‐00 0 1830 00 0 ‐00 0 1832 00 0 ‐00 0 1835 00 0 ‐00 0 1836 00 0 1837 10 75 0 1838 10 75 0 ‐00 0 1839 10 75 0 ‐00 0 1840 00 0 ‐00 0 1841 10 75 0 ‐00 0 1753 10 75 12 ‐00 0 50.00$ $2,400.00 SE of S Main St. W Washington St.125 30.00$ 8.00$ 50.00$ $2,800.00 SW of S Main St. W Fox St.0 30.00$ 8.00$ SE of S Main St. W Fox St.0 30.00$ 8.00$ 50.00$ $2,400.00 50.00$ $900.00 NE of State St. W Washington St.0 30.00$ 8.00$ 50.00$ $900.00 SW of S Main St. W Washington St.0 30.00$ 8.00$ 50.00$ $900.00 NW of S Main St. W Washington St.75 30.00$ 8.00$ 50.00$ $1,500.00 NE of S Main St. W Washington St.0 30.00$ 8.00$ 50.00$ $1,900.00 SE of S Main St. W Orange St.125 30.00$ 8.00$ 50.00$ $2,800.00 SW of S Main St. W Orange St.125 30.00$ 8.00$ 50.00$ $900.00 NW of S Main St. W Orange St.0 30.00$ 8.00$ 50.00$ $900.00 NW of State St. W Washington St.0 30.00$ 8.00$ 50.00$ $2,500.00 SW of Adrian St. Blaine St.125 30.00$ 8.00$ 50.00$ $2,500.00 NW of Adrian St. Blaine St.125 30.00$ 8.00$ 50.00$ $900.00 SW of Morgan St. Blaine St.75 30.00$ 8.00$ 50.00$ $1,500.00 NE of S Main St. W Orange St.0 30.00$ 8.00$ 50.00$ $900.00 SW of Adrian St. W Dolph St.75 30.00$ 8.00$ 50.00$ $600.00 NE of State St. Beecher St.0 30.00$ 8.00$ 50.00$ $1,500.00 SE of State St. Beecher St.75 30.00$ 8.00$ 50.00$ $2,100.00 NE of Adrian St. Blaine St.75 30.00$ 8.00$ 50.00$ $1,900.00 SE of S Main St. W Dolph St.75 30.00$ 8.00$ 50.00$ $1,500.00 SW of S Main St. W Dolph St.125 30.00$ 8.00$ 50.00$ $600.00 NE of State St. W Dolph St.75 30.00$ 8.00$ 50.00$ $600.00 SW of State St. W Dolph St.75 30.00$ 8.00$ 50.00$ $1,500.00 NW of Bell St. E Fox St.75 30.00$ 8.00$ 50.00$ $2,100.00 SW of S Main St. Beecher St.75 30.00$ 8.00$ 50.00$ $1,500.00 NW of S Main St. Beecher St.75 30.00$ 8.00$ 50.00$ $600.00 NW of S Main St. W Dolph St.75 30.00$ 8.00$ Exhibit G Page 2 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 1755 10 75 0 1756 00 0 1764 00 0 ‐00 0 1767 00 0 ‐00 0 1768 00 0 1769 10 75 0 1770 10 75 0 2270 00 0 1771 00 0 1772 10 75 0 1773 10 75 0 1774 00 0 1805 00 0 ‐00 0 1806 10 75 0 ‐00 0 1807 10 75 0 ‐00 0 1810 00 0 ‐00 0 1813 00 0 ‐00 0 1814 00 0 ‐00 0 1815 10 75 0 1816 00 0 2045 10 75 12 2046 10 75 0 2047 10 75 12 ‐00 0 2048 10 75 12 ‐00 0 2049 10 75 12 2050 10 75 12 2051 10 75 0 ‐00 0 2052 00 0 2053 00 12 2054 00 0 ‐00 0 2055 10 75 0 ‐00 0 1883 10 75 0 1886 10 75 12 1884 10 75 12 1885 10 75 12 1887 10 75 0 ‐00 0 1888 10 75 0 ‐00 0 1889 10 75 12 1890 10 75 12 50.00$ $600.00 NE of Heustis St. E Washington St.0 30.00$ 8.00$ 50.00$ $900.00 SW of Mill St. E Washington St.75 30.00$ 8.00$ 50.00$ $900.00 NE of Mill St. E Washington St.75 30.00$ 8.00$ 50.00$ $600.00 SW of Heustis St. E Fox St.0 30.00$ 8.00$ 50.00$ $1,900.00 NW of Heustis St. E Orange St.0 30.00$ 8.00$ 50.00$ $0.00 NW of Heustis St. E Washington St.125 30.00$ 8.00$ 50.00$ $900.00 SW of Heustis St. E Washington St.125 30.00$ 8.00$ 50.00$ $1,900.00 SE of Heustis St. E Washington St.0 30.00$ 8.00$ 50.00$ $600.00 NW of Mill St. Schoolhouse Rd.75 30.00$ 8.00$ 50.00$ $600.00 SW of Mill St. E Orange St.75 30.00$ 8.00$ 50.00$ $900.00 SE of Heustis St. E Orange St.0 30.00$ 8.00$ 50.00$ $900.00 SW of Heustis St. E Orange St.0 30.00$ 8.00$ 50.00$ $3,400.00 NE of Candleberry Ln. Meadow Rose 75 30.00$ 8.00$ 50.00$ $2,100.00 SE of Candleberry Ln. Meadow Rose 125 30.00$ 8.00$ 50.00$ $600.00 SW of Schoolhouse Rd. Colonial Pkwy 0 30.00$ 8.00$ 50.00$ $900.00 NW of Schoolhouse Rd. Colonial Pkwy 75 30.00$ 8.00$ 50.00$ $900.00 SW of Crooked Creek Dr. Trillium 125 30.00$ 8.00$ 50.00$ $1,600.00 SW of Candleberry Ln. Candleberry Ct.0 30.00$ 8.00$ 50.00$ $2,100.00 NW of Candleberry Ln. Candleberry Ct.125 30.00$ 8.00$ 50.00$ $4,000.00 NE of Candleberry Ln. Candleberry Ct.75 30.00$ 8.00$ 50.00$ $3,400.00 NW of Wood Sage Rd. Cornerstone Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 NE of Wood Sage Rd. Cornerstone Dr.125 30.00$ 8.00$ 50.00$ $600.00 SE of Crooked Creek Dr. Trillium 75 30.00$ 8.00$ 50.00$ $1,500.00 NW of Crooked Creek Dr. Trillium 75 30.00$ 8.00$ 50.00$ $4,000.00NW of Cornerstone Dr. Westwind Dr.125 30.00$ 8.00$ 50.00$ $900.00 SE of Wood Sage Rd. Cornerstone Dr.75 30.00$ 8.00$ 50.00$ $1,500.00 SW of Wood Sage Rd. Cornerstone Dr.0 30.00$ 8.00$ Exhibit G Page 3 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 1891 10 75 12 ‐00 0 1892 10 75 0 ‐00 0 1893 10 75 12 ‐00 0 2228 10 75 0 2229 10 75 0 2230 10 75 0 2231 10 75 0 2232 10 75 12 2233 10 75 12 2278 10 75 12 2279 10 75 12 2280 10 75 12 ‐00 0 2281 10 75 12 ‐00 0 2238 10 75 12 ‐00 0 2239 10 75 12 2240 10 75 12 2241 10 75 0 2242 10 75 12 2243 10 75 12 2244 10 75 12 2245 10 75 0 ‐00 0 2271 10 75 12 2272 10 75 12 2273 10 75 12 ‐00 0 2265 10 75 12 ‐00 0 2266 10 75 0 ‐00 0 2274 10 75 0 2275 10 75 0 2276 10 75 12 2277 10 75 12 2115 10 75 12 ‐00 0 2143 10 75 0 ‐00 0 2144 10 75 12 2145 10 75 0 2201 10 75 0 ‐00 0 2202 10 75 0 ‐00 0 2203 10 75 0 ‐00 0 2204 10 75 0 ‐00 0 NE of Cornerstone Dr. Westwind Dr.75 30.00$ 8.00$ 50.00$ $2,100.00 50.00$ $2,800.00 S of Fairfax Way Sutton St.0 30.00$ 8.00$ 50.00$ $1,800.00 W of Fairfax Way Sutton St.125 30.00$ 8.00$ 50.00$ $1,500.00 SE of Westwind Dr.75 30.00$ 8.00$ 50.00$ $2,100.00 SE of Cornerstone Dr. Westwind Dr.75 30.00$ 8.00$ 50.00$ $2,100.00 of Waverly Cir. Sutton St.75 30.00$ 8.00$ 50.00$ $2,100.00 of Waverly Cir. Sutton St.75 30.00$ 8.00$ 50.00$ $4,000.00 N of Fairfax Way Sutton St.125 30.00$ 8.00$ 50.00$ $4,000.00 E of Fairfax Way Sutton St.125 30.00$ 8.00$ 50.00$ $3,400.00 S of Caulfield Pt. Kentshire Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 NE of Wilton Ct. Kentshire Dr.125 30.00$ 8.00$ 50.00$ $2,100.00 W of Windett Ridge Rd. Kentshire Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 N of Windett Ridge Rd. Kentshire Dr.75 30.00$ 8.00$ 50.00$ $2,100.00 E of Fitzhugh Turn Windett Ridge Rd.75 30.00$ 8.00$ 50.00$ $2,100.00 N of Caulfield Pt. Kentshire Dr.75 30.00$ 8.00$ 50.00$ $1,500.00 E of Caulfield Pt. Kentshire Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 W of Caulfield Pt. Kentshire Dr.75 30.00$ 8.00$ 50.00$ $4,000.00 SW of Country Hills Dr. South of 0 30.00$ 8.00$ 50.00$ $1,500.00 of Fitzhugh Turn Windett Ridge Rd.125 30.00$ 8.00$ 50.00$ $1,500.00 of Fitzhugh Turn Windett Ridge Rd.125 30.00$ 8.00$ 50.00$ $2,800.00 N of Fitzhugh Turn Windett Ridge Rd.75 30.00$ 8.00$ 50.00$ $900.00 E of Hartfield Ave. 0 30.00$ 8.00$ 50.00$ $900.00 W of Hartfield Ave. 0 30.00$ 8.00$ 50.00$ $1,500.00 SE of Goldfinch Ave. Hawk Hollow Dr.125 30.00$ 8.00$ 50.00$ $3,400.00 SW of Goldfinch Ave. Hawk Hollow 75 30.00$ 8.00$ 50.00$ $900.00 E of Hearthstone Ave. 0 30.00$ 8.00$ 50.00$ $900.00 W of Hearthstone Ave. 0 30.00$ 8.00$ Exhibit G Page 4 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 2217 10 75 0 ‐00 0 2282 10 75 0 ‐00 0 2222 10 75 12 2223 10 75 12 2256 10 75 12 ‐00 0 2260 10 75 12 ‐00 0 948 10 75 0 ‐00 0 2285 10 75 12 ‐00 0 953 10 75 12 ‐00 0 956 10 75 0 ‐00 0 957 10 75 0 962 10 75 0 958 10 75 12 959 10 75 12 2286 10 75 0 ‐00 0 1030 10 75 0 1031 10 75 0 972 10 75 0 973 10 75 0 985 10 75 0 986 10 75 0 987 10 75 0 ‐00 0 988 10 75 0 ‐00 0 989 10 75 0 990 10 75 12 991 10 75 0 ‐00 0 992 10 75 0 993 10 75 0 994 10 75 0 995 10 75 0 1002 10 75 0 1003 10 75 0 1004 10 75 12 1005 10 75 12 1006 10 75 0 ‐00 0 1007 10 75 0 ‐00 0 935 10 75 12 ‐00 0 936 10 75 12 937 10 75 12 50.00$ $1,500.00 SW of Windett Ridge Rd. Drayton 75 30.00$ 8.00$ 50.00$ $1,500.00 SE of Windett Ridge Rd. Drayton Ct.75 30.00$ 8.00$ 50.00$ $2,100.00 N of Clearwater Dr. 75 30.00$ 8.00$ 50.00$ $1,500.00 SW of Windett Ridge Rd. Wythe Pl 75 30.00$ 8.00$ 50.00$ $4,000.00 SW of Windett Ridge Rd. 75 30.00$ 8.00$ 50.00$ $2,100.00 S of Windett Ridge Rd. Sutton St.125 30.00$ 8.00$ 50.00$ $1,500.00 SW of East Spring Street Deerpath Dr.125 30.00$ 8.00$ 50.00$ $2,800.00 NE of East Spring Street Deerpath Dr.75 30.00$ 8.00$ 50.00$ $2,100.00 SE of East Spring Street Clearwater 75 30.00$ 8.00$ 50.00$ $2,100.00 SW of East Spring Street Clearwater 75 30.00$ 8.00$ 50.00$ $2,800.00 NE of Birchwood Rd. East Spring 125 30.00$ 8.00$ 50.00$ $2,800.00 E of Taus Cir Blue Jay Rd.125 30.00$ 8.00$ 50.00$ $4,000.00 of East Spring Street 75 30.00$ 8.00$ 50.00$ $1,500.00 NW of East Spring Street Deerpath Dr.125 30.00$ 8.00$ 50.00$ $1,500.00 NW of East Spring Street Auburn Dr.0 30.00$ 8.00$ 50.00$ $2,400.00 SW of East Spring Street Auburn Dr.75 30.00$ 8.00$ 50.00$ $2,800.00 SE of East Spring Street Auburn Dr.75 30.00$ 8.00$ 50.00$ $1,500.00 NE of East Spring Street Auburn Dr.125 30.00$ 8.00$ 50.00$ $2,800.00 SE of Ohama Dr. Grace Dr.125 30.00$ 8.00$ 50.00$ $2,800.00 NE of East Spring Street Omaha Dr.125 30.00$ 8.00$ 50.00$ $1,500.00 NW of East Spring Street Omaha Dr.125 30.00$ 8.00$ 50.00$ $2,800.00 SW of East Spring Street Omaha Dr.75 30.00$ 8.00$ 50.00$ $1,500.00 NW of Clearwater Dr. Kate Dr.75 30.00$ 8.00$ 50.00$ $2,100.00 SW of Ohama Dr. Grace Dr.75 30.00$ 8.00$ 50.00$ $4,000.00 NW of Ohama Dr. Grace Dr.75 30.00$ 8.00$ 50.00$ $1,500.00 NE of Ohama Dr. Grace Dr.125 30.00$ 8.00$ 50.00$ $4,000.00SW of Clearwater Dr. Kate Dr.125 30.00$ 8.00$ Exhibit G Page 5 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 938 10 75 12 939 10 75 0 940 10 75 12 ‐00 0 2283 10 75 0 ‐00 0 2284 10 75 0 ‐00 0 1010 10 75 0 1011 10 75 12 1012 10 75 0 1013 10 75 12 1536 00 12 1537 00 12 1538 00 12 ‐00 0 1539 00 0 1540 10 75 0 1541 10 75 0 ‐00 0 1542 00 0 1543 00 0 1544 00 0 2290 00 0 2291 10 75 0 ‐00 0 1546 10 75 12 1547 10 75 12 1504 10 75 12 ‐00 0 1508 00 12 2288 00 0 1510 00 0 ‐00 0 1511 00 0 2289 00 0 1528 10 75 12 1529 00 0 1530 10 75 0 1531 10 75 0 1532 10 75 12 1533 10 75 0 1534 10 75 0 1535 10 75 0 1562 10 75 0 1563 00 0 1564 00 0 1565 00 0 1566 10 75 0 1567 10 75 0 1568 10 75 0 2287 00 0 1520 10 75 0 ‐00 0 50.00$ $1,500.00 of Ohama Dr. Kate Dr.0 30.00$ 8.00$ 50.00$ $900.00 NE of Clearwater Dr. Kate Dr.0 30.00$ 8.00$ SE of Clearwater Dr. Kate Dr.125 30.00$ 8.00$ 50.00$ $3,400.00 50.00$ $3,400.00 NE of E Somonauk St. Liberty St.0 30.00$ 8.00$ 50.00$ $1,200.00 NE of Ohama Dr. Kate Dr.125 30.00$ 8.00$ 50.00$ $900.00 SE of Ohama Dr. Kate Dr.125 30.00$ 8.00$ 50.00$ $3,400.00 of Ohama Dr. Kate Dr.0 30.00$ 8.00$ 50.00$ $1,500.00 NE of E Somonauk St. Bristol Ave.125 30.00$ 8.00$ 50.00$ $1,000.00 SW of E Somonauk St. Liberty St.75 30.00$ 8.00$ 50.00$ $600.00 SE of E Somonauk St. Liberty St.125 30.00$ 8.00$ 50.00$ $1,900.00 NW of E Somonauk St. Liberty St.0 30.00$ 8.00$ 50.00$ $4,000.00 NE of McHugh Rd Martin Ave.75 30.00$ 8.00$ 50.00$ $2,100.00 SW of E Somonauk St. Colton St.125 30.00$ 8.00$ 50.00$ $1,000.00 SW of E Somonauk St. Bristol Ave.75 30.00$ 8.00$ 50.00$ $1,500.00 NW of E Somonauk St. Bristol Ave.125 30.00$ 8.00$ 50.00$ $1,000.00 NW of Freemont St. E Somonauk St.125 30.00$ 8.00$ 50.00$ $2,500.00 SE of Freemont St. Elm St.125 30.00$ 8.00$ 50.00$ $1,600.00 SW of Freemont St. Elm St.75 30.00$ 8.00$ 50.00$ $600.00 NE of Freemont St. Elm St.125 30.00$ 8.00$ 50.00$ $2,800.00 NW of Freemont St. E Spring St.125 30.00$ 8.00$ 50.00$ $1,900.00 NE of Freemont St. E Somonauk St.125 30.00$ 8.00$ 50.00$ $2,800.00 SE of Freemont St. E Somonauk St.125 30.00$ 8.00$ 50.00$ $3,400.00 SW of Freemont St. E Somonauk St.125 30.00$ 8.00$ 50.00$ $900.00 SW of McHugh Rd. E Park St.75 30.00$ 8.00$ 50.00$ $1,500.00 NE of Freemont St. E Spring St.0 30.00$ 8.00$ 50.00$ $1,000.00 SE of Freemont St. E Spring St.125 30.00$ 8.00$ 50.00$ $2,800.00 SW of Freemont St. E Spring St.125 30.00$ 8.00$ Exhibit G Page 6 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 1521 10 75 0 1522 10 75 0 1523 10 75 12 1524 10 75 0 853 10 75 12 ‐00 0 854 10 75 12 ‐00 0 855 00 0 856 00 0 857 10 75 0 858 00 0 1497 00 0 ‐00 0 1499 00 0 ‐00 0 1501 00 0 1502 00 0 1569 10 75 12 ‐00 0 1572 10 75 12 ‐00 0 1638 10 75 12 ‐00 0 1644 00 0 2292 00 12 2293 10 75 0 ‐00 0 759 10 75 0 760 00 0 761 00 0 ‐00 0 2294 00 0 ‐00 0 2295 00 0 ‐00 0 766 00 0 ‐00 0 705 10 75 12 ‐00 0 706 10 75 12 ‐00 0 707 10 75 12 ‐00 0 708 10 75 12 ‐00 0 1343 10 75 12 ‐00 0 1345 10 75 12 ‐00 0 1346 10 75 12 ‐00 0 1347 10 75 0 ‐00 0 50.00$ $2,100.00 NW of Freemont St. Walnut St.75 30.00$ 8.00$ 50.00$ $2,100.00 NE of Freemont St. Walnut St.75 30.00$ 8.00$ 50.00$ $2,800.00 SW of McHugh Rd. E Somonauk St.125 30.00$ 8.00$ 50.00$ $3,400.00 NW of McHugh Rd. E Somonauk St.125 30.00$ 8.00$ 50.00$ $600.00 NW of Freemont St. Jackson St.75 30.00$ 8.00$ 50.00$ $600.00 NE of Bristol Ave Jackson St.75 30.00$ 8.00$ 50.00$ $1,000.00 SE of Freemont St. Walnut St.0 30.00$ 8.00$ 50.00$ $900.00 SW of Freemont St. Walnut St.125 30.00$ 8.00$ 50.00$ $2,100.00 NW of McHugh Rd. E Main St.75 30.00$ 8.00$ 50.00$ $2,100.00 SE of McHugh Rd. E Spring St.75 30.00$ 8.00$ 50.00$ $1,000.00 NW of McHugh Rd. E Spring St.0 30.00$ 8.00$ 50.00$ $1,500.00 SE of Freemont St. Jackson St.125 30.00$ 8.00$ 50.00$ $1,900.00 S of W CountrySide Pkwy W Kendall Dr.75 30.00$ 8.00$ 50.00$ $600.00 W of W CountrySide Pkwy 125 30.00$ 8.00$ 50.00$ $600.00 of W CountrySide Pkwy W Kendall Dr.75 30.00$ 8.00$ 50.00$ $1,500.00 SE of Bruell St. E Main St.0 30.00$ 8.00$ 50.00$ $600.00 EE of Goodwill PL E Countryside Pkwy 75 30.00$ 8.00$ 50.00$ $2,100.00 SW of Center Pkwy W Kendall Dr.75 30.00$ 8.00$ 50.00$ $600.00 of Powers Ct. W Kendall Dr.75 30.00$ 8.00$ 50.00$ $600.00 of Powers Ct. W Kendall Dr.75 30.00$ 8.00$ 50.00$ $2,100.00 SW of Game Farm Rd. W Somonauk 75 30.00$ 8.00$ 50.00$ $2,100.00 WW of Goodwill PL E Countryside Pkwy 75 30.00$ 8.00$ 50.00$ $2,100.00 WE of Goodwill PL E Countryside Pkwy 75 30.00$ 8.00$ 50.00$ $2,100.00 EW of Goodwill PL E Countryside Pkwy 75 30.00$ 8.00$ 50.00$ $1,500.00SW of King St. W Somonauk St.75 30.00$ 8.00$ 50.00$ $2,100.00 SE of West St. W Somonauk St.75 30.00$ 8.00$ 50.00$ $2,100.00 SW of West St. W Somonauk St.75 30.00$ 8.00$ Exhibit G Page 7 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 1348 10 75 0 ‐00 0 1349 00 0 1350 00 0 1489 10 75 0 ‐00 0 1605 00 12 1607 00 0 1291 10 75 12 ‐00 0 1292 10 75 12 1293 10 75 0 2296 10 75 0 ‐00 0 1513 00 12 1514 00 12 1515 10 75 12 1516 10 75 12 1517 10 75 12 1518 10 75 0 1578 10 75 0 ‐00 0 1579 10 75 0 ‐00 0 1590 10 75 0 1591 10 75 0 1592 10 75 0 1593 10 75 12 1609 10 75 0 1610 10 75 0 1611 10 75 0 ‐00 0 2298 10 75 0 1612 10 75 0 1615 10 75 0 1616 10 75 0 1618 10 75 0 2297 10 75 0 1283 10 75 12 1284 00 0 1285 00 0 1286 00 0 1294 10 75 0 1295 10 75 12 1296 00 0 1297 00 0 1298 00 0 1299 10 75 0 1300 10 75 0 1301 00 0 2299 10 75 0 2300 10 75 0 2301 10 75 0 ‐00 0 NE of King St. W Somonauk St.75 30.00$ 8.00$ 50.00$ $1,500.00 50.00$ $1,600.00 NW of Independence St. 0 30.00$ 8.00$ 50.00$ $1,500.00 SW of Church St. W Somonauk St.125 30.00$ 8.00$ 50.00$ $1,000.00 NE of Church St. W Somonauk St.75 30.00$ 8.00$ 50.00$ $1,500.00 SE of King St. W Somonauk St.125 30.00$ 8.00$ 50.00$ $2,200.00 SE of Freemont St. Park St.125 30.00$ 8.00$ 50.00$ $4,000.00 NE of Freemont St. Park St.125 30.00$ 8.00$ 50.00$ $3,400.00 of Independence St. John St.0 30.00$ 8.00$ 50.00$ $900.00 SW of Independence St. 125 30.00$ 8.00$ 50.00$ $1,500.00 SE of Church St. W Center St.125 30.00$ 8.00$ 50.00$ $2,800.00 SE of West St. W Center St.75 30.00$ 8.00$ 50.00$ $3,400.00 NE of West St. W Center St.75 30.00$ 8.00$ 50.00$ $1,500.00 SW of Freemont St. Park St.125 30.00$ 8.00$ 50.00$ $900.00 SE of King St. W Main St.125 30.00$ 8.00$ 50.00$ $2,800.00 NE of King St. W Main St.0 30.00$ 8.00$ 50.00$ $3,400.00 NW of King St. W Main St.125 30.00$ 8.00$ 50.00$ $2,800.00 SW of Church St. W Center St.125 30.00$ 8.00$ 50.00$ $1,500.00 SW of Cannonball Trl John St.125 30.00$ 8.00$ 50.00$ $1,000.00 NW of Cannonball Trl John St.0 30.00$ 8.00$ 50.00$ $2,800.00 SW of Church St. W Main St.125 30.00$ 8.00$ 50.00$ $2,800.00 NE of Church St. W Main St.125 30.00$ 8.00$ 50.00$ $1,900.00 NW of Cannonball Trl Independence 0 30.00$ 8.00$ 50.00$ $900.00 SW of Cannonball Trl Independence 125 30.00$ 8.00$ 50.00$ $3,400.00 SE of Cannonball Trl Independence Blvd.125 30.00$ 8.00$ 50.00$ $1,000.00 NE of Cannonball Trl Independence 125 30.00$ 8.00$ 50.00$ $2,800.00 of Cannonball Trl S Carly Cir 75 30.00$ 8.00$ 50.00$ $1,500.00 of Cannonball Trl S Carly Cir 125 30.00$ 8.00$ Exhibit G Page 8 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 2302 10 75 0 ‐00 0 2306 10 75 12 2303 10 75 12 2304 10 75 0 ‐00 0 2305 10 75 0 ‐00 0 1314 10 75 0 1315 10 75 0 1316 10 75 0 1317 10 75 0 1318 10 75 12 1319 10 75 0 1320 10 75 0 ‐00 0 1321 10 75 0 ‐00 0 1306 10 75 0 1307 10 75 12 1308 10 75 12 1309 10 75 0 1310 10 75 12 1311 10 75 12 1312 10 75 12 1313 10 75 12 1683 10 25 20 ‐00 0 1684 10 25 20 ‐00 0 1705 10 25 20 ‐00 0 1795 10 25 0 ‐00 0 1820 10 25 0 ‐00 0 1822 10 25 0 ‐00 0 1754 10 25 20 ‐00 0 1758 10 25 20 ‐00 0 1808 10 25 0 ‐00 0 1811 10 25 0 ‐00 0 1812 10 25 0 ‐00 0 1503 10 25 0 ‐00 0 1505 10 25 0 ‐00 0 1506 10 25 0 ‐00 0 50.00$ $1,500.00 of Cannonball Trl Purcell St.125 30.00$ 8.00$ 50.00$ $4,000.00 of Cannonball Trl S Carly Cir 75 30.00$ 8.00$ 50.00$ $2,800.00 NW of Carly Dr. Carly Ct.125 30.00$ 8.00$ 50.00$ $2,800.00 N of Cannonball Trl Purcell St.125 30.00$ 8.00$ 50.00$ $1,500.00 of Cannonball Trl Purcell St.0 30.00$ 8.00$ 50.00$ $900.00 of Cannonball Trl Purcell St.75 30.00$ 8.00$ 50.00$ $1,500.00 NE of Cannonball Trl Cody Ct.125 30.00$ 8.00$ 50.00$ $3,400.00 NE of Carly Dr. Carly Ct.75 30.00$ 8.00$ 50.00$ $3,400.00 SE of Carly Dr. Carly Ct.75 30.00$ 8.00$ 50.00$ $1,500.00 SW of Carly Dr. Carly Ct.125 30.00$ 8.00$ 50.00$ $4,000.00 SE of S Main St. W Van Emmon St.150 30.00$ 8.00$ 50.00$ $2,700.00 S of Cannonball Trl Carly Dr.125 30.00$ 8.00$ 50.00$ $3,400.00 E of Cannonball Trl Carly Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 N of Cannonball Trl Carly Dr.125 30.00$ 8.00$ 50.00$ $500.00 NW of Morgan St. Blaine St.150 30.00$ 8.00$ 50.00$ $1,700.00 SE of State St. W Orange St.0 30.00$ 8.00$ 50.00$ $2,700.00 NE of State St. W Madison St.150 30.00$ 8.00$ 50.00$ $2,700.00 SE of S Main St. W Van Emmon St.150 30.00$ 8.00$ 50.00$ $1,500.00 NE of Heustis St. E Orange St.150 30.00$ 8.00$ 50.00$ $1,700.00 NE of Heustis St. E Fox St.0 30.00$ 8.00$ 50.00$ $1,700.00 NW of Heustis St. E Fox St.150 30.00$ 8.00$ 50.00$ $2,700.00 NE of Morgan St. Blaine St.150 30.00$ 8.00$ 50.00$ $1,700.00 SW of McHugh Rd. Jackson St.150 30.00$ 8.00$ 50.00$ $1,700.00 NW of McHugh Rd. Jackson St.150 30.00$ 8.00$ 50.00$ $500.00 SE of Mill St. Illini Dr.150 30.00$ 8.00$ 50.00$ $1,700.00 NE of Mill St. Illini Dr.0 30.00$ 8.00$ 50.00$ $1,700.00NW of McHugh Rd. Elm St.150 30.00$ 8.00$ Exhibit G Page 9 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 1507 10 25 20 ‐00 0 1519 10 25 20 ‐00 0 1500 10 25 0 ‐00 0 1570 10 25 0 ‐00 0 1576 10 25 0 ‐00 0 1639 10 25 20 ‐00 0 1643 00 20 ‐00 0 1645 10 25 20 ‐00 0 1646 10 25 20 ‐00 0 1647 10 25 0 ‐00 0 1648 00 20 ‐00 0 1649 10 25 20 ‐00 0 1651 10 25 20 ‐00 0 1322 10 25 20 ‐00 0 1512 10 25 20 ‐00 0 1589 10 25 20 ‐00 0 1302 10 25 0 ‐00 0 1304 10 25 0 ‐00 0 508 10 75 0 509 10 75 0 510 10 75 0 511 10 75 0 512 00 0 513 00 0 461 00 0 462 10 75 0 463 00 12 464 10 75 0 465 10 75 0 535 10 75 0 536 10 75 0 537 10 75 0 538 10 75 0 456 00 0 457 10 75 0 595 10 75 0 50.00$ $2,700.00 NE of Freemont St. Jackson St.150 30.00$ 8.00$ 50.00$ $1,700.00 NW of McHugh Rd. E Park St.150 30.00$ 8.00$ SW of McHugh Rd. Elm St.150 30.00$ 8.00$ 50.00$ $2,700.00 50.00$ $2,700.00 NE of Bruell St. E Main St.150 30.00$ 8.00$ 50.00$ $2,200.00 NE of McHugh Rd. E Main St.150 30.00$ 8.00$ 50.00$ $1,700.00 SE of Bruell St. E Spring St.150 30.00$ 8.00$ 50.00$ $1,700.00 SW of McHugh Rd. E Spring St.150 30.00$ 8.00$ 50.00$ $1,700.00 NE of Oakwood St. E Main St.0 30.00$ 8.00$ 50.00$ $1,000.00 SE of Oakwood St. E Main St.150 30.00$ 8.00$ 50.00$ $1,500.00 SW of Oakwood St. E Main St.150 30.00$ 8.00$ 50.00$ $2,700.00 NW of Oakwood St. E Main St.0 30.00$ 8.00$ 50.00$ $2,700.00 NW of Freemont St. Park St.0 30.00$ 8.00$ 50.00$ $1,500.00 SE of Game Farm Rd. W Veterans 150 30.00$ 8.00$ 50.00$ $2,700.00 SE of Oakwood St. Behrens St.150 30.00$ 8.00$ 50.00$ $2,700.00 NW of Johnson St. E Main St.150 30.00$ 8.00$ 50.00$ $1,700.00W of Cannonball Trl Patrick Ct.150 30.00$ 8.00$ 50.00$ $2,700.00 N of Cannonball Trl Patrick Ct.150 30.00$ 8.00$ 50.00$ $1,700.00 NE of Church St. W Center St.150 30.00$ 8.00$ Orchid St. Emerald Dr.125 30.00$ 8.00$ 50.00$ $1,900.00 Crimson Ln Orchid St.125 30.00$ 8.00$ 50.00$ $1,000.00 30.00$ 8.00$ 50.00$ $2,800.00 Crimson Ln Orchid St.125 30.00$ 8.00$ 50.00$ $2,800.00 Crimson Ln Orchid St.125 Crimson Ln Sage Ct.125 30.00$ 8.00$ 50.00$ $2,800.00 Orchid St. Emerald Dr.125 30.00$ 8.00$ 50.00$ $2,800.00 Orchid St. Emerald Dr.125 30.00$ 8.00$ 50.00$ $2,500.00 Coral Dr. Emerald Dr.125 30.00$ 8.00$ 50.00$ $2,800.00 Crimson Ln Sage Ct.125 30.00$ 8.00$ 50.00$ $1,900.00 Exhibit G Page 10 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 585 10 75 0 590 10 75 12 596 10 75 0 582 10 75 12 583 10 75 12 584 10 75 12 466 10 75 0 467 10 75 0 468 10 75 0 469 10 75 0 470 10 75 0 471 10 75 12 472 10 75 12 473 10 75 12 474 10 75 12 2309 10 75 12 2310 10 75 12 2311 10 75 12 2312 10 75 12 558 10 75 0 559 10 75 0 560 10 75 0 561 10 75 0 2307 10 75 0 2308 10 75 0 568 10 75 0 569 10 75 0 570 10 75 0 571 10 75 0 572 10 75 0 573 10 75 0 574 10 75 0 575 00 0 576 10 75 12 577 10 75 0 578 10 75 0 579 10 75 0 548 10 75 0 549 10 75 0 550 10 75 0 551 10 75 12 552 10 75 0 553 10 75 0 554 10 75 12 555 10 75 12 556 10 75 12 557 10 75 12 542 00 0 543 10 75 0 544 10 75 0 545 10 75 0 546 10 75 0 547 10 75 0 562 10 75 0 Hayden Dr. Coneflower Ct.125 30.00$ 8.00$ 50.00$ $3,400.00 Emerald Dr. Sienna Dr.125 30.00$ 8.00$ 50.00$ $2,800.00 Hayden Dr. Switchgrass Ln 125 30.00$ 8.00$ 50.00$ $4,000.00 Hayden Dr. Prairie Clover Dr.125 30.00$ 8.00$ 50.00$ $3,400.00 Sienna Dr. Lavender Way 125 30.00$ 8.00$ 50.00$ $4,000.00 Emerald Dr. Sienna Dr.125 30.00$ 8.00$ 50.00$ $3,400.00 Emerald Dr. Sienna Dr.125 30.00$ 8.00$ 50.00$ $2,800.00 Sienna Dr. Lavender Way 125 30.00$ 8.00$ 50.00$ $3,400.00 Sienna Dr. Lavender Way 125 30.00$ 8.00$ 50.00$ $4,000.00 Sienna Dr. Lavender Way 125 30.00$ 8.00$ 50.00$ $4,000.00 Autumn Creek Blvd. Midight Pl 125 30.00$ 8.00$ 50.00$ $2,800.00 Autumn Creek Blvd. Midight Pl 125 30.00$ 8.00$ 50.00$ $2,800.00 Autumn Creek Blvd. Midight Pl 125 30.00$ 8.00$ 50.00$ $2,800.00 Midight Pl Olive Ln 125 30.00$ 8.00$ 50.00$ $2,800.00 Midight Pl Olive Ln 125 30.00$ 8.00$ 50.00$ $2,800.00 Midight Pl Olive Ln 125 30.00$ 8.00$ 50.00$ $2,800.00 Prairie Grass Ln Olive Ln 0 30.00$ 8.00$ 50.00$ $1,800.00 Prairie Grass Ln Olive Ln 125 30.00$ 8.00$ 50.00$ $2,800.00 Prairie Grass Ln Olive Ln 125 30.00$ 8.00$ 50.00$ $2,500.00 Autumn Creek Blvd. Prairie Grass 125 30.00$ 8.00$ 50.00$ $3,400.00 Autumn Creek Blvd. Prairie Grass 125 30.00$ 8.00$ 50.00$ $3,400.00 Autumn Creek Blvd. Prairie Grass 125 30.00$ 8.00$ 50.00$ $2,800.00 Titus Dr. Autumn Creek Blvd.125 30.00$ 8.00$ 50.00$ $2,800.00 Prairie Grass Ln School Exit 0 30.00$ 8.00$ 50.00$ $1,500.00 Prairie Grass Ln School Entrance 125 30.00$ 8.00$ 50.00$ $4,000.00 Titus Dr. Autumn Creek Blvd.125 30.00$ 8.00$ 50.00$ $2,800.00 Titus Dr. Autumn Creek Blvd.125 30.00$ 8.00$ 50.00$ $2,800.00 Exhibit G Page 11 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 563 10 75 0 564 10 75 12 565 10 75 12 566 10 75 12 567 10 75 12 633 10 75 12 416 00 0 417 00 0 418 10 75 0 419 10 75 0 420 00 0 421 00 0 422 10 75 0 423 00 0 426 00 0 428 00 0 429 00 0 430 00 0 431 10 75 0 432 10 75 0 433 10 75 0 434 00 0 435 00 0 2313 00 0 2315 00 0 514 00 0 518 10 75 0 519 10 75 0 520 10 75 0 522 10 75 0 523 10 75 0 539 10 75 12 540 10 75 12 541 10 75 12 631 10 75 12 635 10 75 0 609 10 75 12 611 10 75 12 605 10 75 12 606 10 75 12 440 10 75 0 441 10 75 0 442 10 75 12 443 10 75 0 444 10 75 12 445 10 75 12 446 10 75 0 447 10 75 0 448 10 75 0 450 10 75 12 451 10 75 12 452 10 75 0 414 00 0 1095 10 75 0 Titus Dr. Autumn Creek Blvd.125 30.00$ 8.00$ 50.00$ $3,400.00 Liliac Way/Vilet Ct. Emerald Ln.0 30.00$ 8.00$ 50.00$ $0.00 Titus Dr. Autumn Creek Blvd.125 30.00$ 8.00$ 50.00$ $4,000.00 Titus Dr. Autumn Creek Blvd.125 30.00$ 8.00$ 50.00$ $4,000.00 Liliac Way/Vilet Ct. Emerald Ln.0 30.00$ 8.00$ 50.00$ $900.00 Liliac Way/Vilet Ct. Emerald Ln.0 30.00$ 8.00$ 50.00$ $0.00 Liliac Way/Vilet Ct. Emerald Ln.125 30.00$ 8.00$ 50.00$ $2,800.00 Slate Dr./Ct. Emerald Ln.125 30.00$ 8.00$ 50.00$ $2,800.00 Slate Dr./Ct. Emerald Ln.0 30.00$ 8.00$ 50.00$ $0.00 Emerald Ln. Ruby Dr.0 30.00$ 8.00$ 50.00$ $0.00 Slate Dr. Lilac Way 0 30.00$ 8.00$ 50.00$ $0.00 Slate Dr. Lilac Way 125 30.00$ 8.00$ 50.00$ $1,000.00 Slate Dr. Emerald Ln.125 30.00$ 8.00$ 50.00$ $1,900.00 Autumn Creek Blvd. 125 30.00$ 8.00$ 50.00$ $3,400.00 Autumn Creek Blvd. Crimson Ln.125 30.00$ 8.00$ 50.00$ $2,800.00 Autumn Creek Blvd. Crimson Ln.125 30.00$ 8.00$ 50.00$ $2,800.00 Wild Indigo Ln. Bluestem Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 Bluestem Dr. Prairie Meadows 125 30.00$ 8.00$ 50.00$ $3,400.00 Autumn Creek Blvd. School Exit 125 30.00$ 8.00$ 50.00$ $4,000.00 Emerald Ln. Cobalt Dr.125 30.00$ 8.00$ 50.00$ $3,400.00 Emerald Ln. Madden Ct.125 30.00$ 8.00$ 50.00$ $2,800.00 Bluestem Dr. Prairie Grass Ln 125 30.00$ 8.00$ 50.00$ $4,000.00 Emerald Ln. Crimson Ln.125 30.00$ 8.00$ 50.00$ $3,400.00 Emerald Ln. Bike Path 125 30.00$ 8.00$ 50.00$ $2,800.00 Emerald Ln. Cobalt Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 Kennedy Rd Emerald Ln.0 30.00$ 8.00$ 50.00$ $900.00 Emerald Ln. Crimson Ln.125 30.00$ 8.00$ 50.00$ $3,400.00 Exhibit G Page 12 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 1088 10 75 12 1089 10 75 12 1090 10 75 12 1091 10 75 12 173 10 75 12 174 10 75 12 167 10 75 0 168 10 75 0 171 10 75 12 172 10 75 12 2270 10 75 12 2271 10 75 12 163 10 75 0 164 10 75 0 2322 10 75 12 2323 10 75 12 2324 10 75 0 2325 10 75 0 165 10 75 12 166 10 75 12 1323 10 75 12 1324 10 75 12 1325 10 75 12 1326 10 75 12 1328 10 75 0 1329 10 75 12 1330 10 75 0 1331 10 75 0 1333 10 75 12 1334 10 75 0 1335 10 75 0 1336 10 75 0 1337 10 75 12 1338 10 75 12 1340 00 0 1341 10 75 12 1342 10 75 12 1278 10 75 12 1277 10 75 12 1276 10 75 12 1275 10 75 12 2317 10 75 12 56 10 75 12 57 10 75 12 58 10 75 12 59 10 75 12 60 10 75 12 61 10 75 12 83 10 75 12 84 10 75 12 85 10 75 12 86 10 75 12 2313 10 75 12 109 10 75 0 McMurtrie Way Elden Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 Caledonia Dr. Pinewood Dr.125 30.00$ 8.00$ 50.00$ $2,800.00 Caledonia Dr. Longview Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 McMurtrie Way Elden Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 Shadow Wood Dr. Bombah Blvd.125 30.00$ 8.00$ 50.00$ $2,800.00 Fontana Dr. Bombah Blvd.125 30.00$ 8.00$ 50.00$ $4,000.00 Caledonia Dr. Lauren Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 Shadow Wood Dr. Longview Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 Shadow Wood Dr. Longview Dr.125 30.00$ 8.00$ 50.00$ $2,800.00 Shadow Wood Dr. Bombah Blvd.125 30.00$ 8.00$ 50.00$ $4,000.00 Library Game Farm Rd.125 30.00$ 8.00$ 50.00$ $3,400.00 Game Farm Rd. Beecher Center 0 30.00$ 8.00$ 50.00$ $3,000.00 Game Farm Rd. Pleasure Dr.0 30.00$ 8.00$ 50.00$ $3,000.00 Game Farm Rd. High School 125 30.00$ 8.00$ 50.00$ $2,800.00 Game Farm Rd. Football Stadium 125 30.00$ 8.00$ 50.00$ $3,400.00 Game Farm Rd. City Hall 0 30.00$ 8.00$ 50.00$ $1,800.00 Game Farm Rd. School Bus Exit 125 30.00$ 8.00$ 50.00$ $4,000.00 Game Farm Rd. High School 125 30.00$ 8.00$ 50.00$ $2,500.00 Game Farm Rd. School Bus 0 30.00$ 8.00$ 50.00$ $3,000.00 Plymouth Ave. Bristol Bay Dr 0 30.00$ 8.00$ 50.00$ $3,000.00 Parking Lot John St.0 30.00$ 8.00$ 50.00$ $3,000.00 Parking Lot John St.125 30.00$ 8.00$ 50.00$ $4,000.00 Gardiner Ave Bertram Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 Bristol Bay Dr. Plymouth Ave.125 30.00$ 8.00$ 50.00$ $4,000.00 Plymouth Ave. Bristol Bay Dr 125 30.00$ 8.00$ 50.00$ $4,000.00 Gardiner Ave Bertram Dr.125 30.00$ 8.00$ 50.00$ $3,400.00 Gardiner Ave Bertram Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 Exhibit G Page 13 of 14 Exhibit G Anticipated Replacement Costs United City of Yorkville LOCATION FID Description Dectetable Warnings Sidewalk Ramp Sidewalk Landing Curb & Gutter Dectetable Warnings Sidewalk Replacement Curb & Gutter LOCATION TOTAL (SF) (SF) (SF) (FT) ($) ($) ($) ($) QUANTITY UNIT PRICE 110 10 75 12 111 10 75 12 112 10 75 12 113 10 75 0 114 10 75 0 105 10 75 12 104 10 75 12 106 10 75 12 107 10 75 12 108 10 75 12 1352 10 75 0 1351 10 75 0 2320 10 75 12 2321 10 75 12 2318 10 75 12 2319 10 75 12 1271 10 75 0 1272 00 0 1273 10 75 12 1274 10 75 12 424 00 0 00 0 425 00 0 00 0 412 00 0 00 0 1327 00 20 00 0 1332 00 0 00 0 1339 00 0 00 0 Disclaimers: 1. Prices are estimated costs based on 2018 unit prices. 2. Design Engineering will be required to determine the exact limits of removal and replacement. Some assumptions have been been made based on typical repairs for the type of non‐compliant issue. 3. Unit prices are presented with the assumption that several ramps will be replaced at the same, therefore there is some economy of scale. Replacement of a sinlge ramp may result in a higher price. Sarasota Ave Bertram Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 Bertram Dr. Harrision Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 Sarasota Ave Bertram Dr.125 30.00$ 8.00$ 50.00$ $3,400.00 Bertram Dr. Sarasota Ave 125 30.00$ 8.00$ 50.00$ $3,400.00 34 Access Rd John St.125 30.00$ 8.00$ 50.00$ $4,000.00 John Street John St.0 30.00$ 8.00$ 50.00$ $1,800.00 Harrison Dr. Bertram Dr.125 30.00$ 8.00$ 50.00$ $4,000.00 John Street Hospital Parking 125 30.00$ 8.00$ 50.00$ $4,000.00 Beecher Road John St.125 30.00$ 8.00$ 50.00$ $1,900.00 John Street Hospital Emergency 125 30.00$ 8.00$ 50.00$ $4,000.00 Kennedy Rd. Emerald Ln.0 30.00$ 8.00$ 50.00$ $0.00 Emerald Ln. Ruby Dr.0 30.00$ 8.00$ 50.00$ $0.00 Emerald Ln. Ruby Dr.150 30.00$ 8.00$ 50.00$ $1,200.00 Game Farm Rd. High School 150 30.00$ 8.00$ 50.00$ $1,200.00 Game Farm Rd. Football Stadium 150 30.00$ 8.00$ 50.00$ $1,200.00 Game Farm Rd. Library 150 30.00$ 8.00$ 50.00$ $2,200.00 Exhibit G Page 14 of 14 EXHIBIT H LIST OF REPORT ADDENDA Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #2 Tracking Number PW 2018-57 Well 3 RFP Public Works Committee – June 19, 2018 Positive Approval RFP for building demolition and water main piping to convert raw water main to Finished water main Eric Dhuse Public Works Name Department Summary To solicit proposals to demolish the well 3 building and convert raw water main into finished water main, giving us three river crossings for potable water. Background When the treatment plants for wells 3 & 4 was constructed in 2006 to remove radium from our drinking water, well 3 went from a finished water site to a raw water site. The water was pumped through a 12” raw water transmission main from well 3 located in the west alley to the well 4 site on Tower Lane. Due to ongoing mechanical and water quality issues, it was decided to abandon and cap well 3 in April of 2017. With the well abandoned, there is no need to keep the structure. Our intent is to raze the building to create approximately 4 more parking stalls in the west alley. In addition to razing the structure, we would like to connect the abandoned raw water main to our finished water system. This would create a third river crossing that will assist us in moving water across the river for decades to come. Our plan is to insert valves into our finished water system directly adjacent to well house 3 and on Tower Ln. near the PW garage site. These valves would remain closed to the system until such time as we disinfect the raw water main to ensure safe drinking water. After the water main has passed the chlorination test, it will be flushed and opened to the finished water system. We have attached a map showing the well house location and the tie in locations for the raw water main. Recommendation Currently we have $100,000 budgeted for this expense. The current estimate for the project is approximately $145,000-$155,000 for the piping and demolition. It is my recommendation to move forward with RFP process for the demolition of the well house and re- piping of the water mains to see where the bids actually are compared to the estimate. If the bids come in close to the estimate, we do have a few options: 1. Perform the demolition and insert the valve that is adjacent to the well house only. Do not insert the other valve, nor make the piping operational at this time. We would budget for it in the FY 20 budget. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works Julie Morrison, Engineer CC: Bart Olson, Administrator Date: May 7, 2018 Subject: Well 3 RFP 2. Execute the project as planned and push back the well 7 rehab for one year, which we currently have $157,000 budgeted for this expense. The well 7 rehab project is strictly a preventative maintenance project and can be pushed out one more year without problems. I would ask that this be placed on the May 15, 2018 Public Works Committee agenda for discussion. If you have any questions or need further information, please let me know. JOB NO:YO1804 PREPARED BY:MWS DATE:April 12, 2018 PROJECT TITLE:Well No. 3 Water Main Re-Piping ITEM UNIT NO.UNIT QUANTITY PRICE AMOUNT 1 EACH 1 8,000.00$ 8,000.00$ 2 PRESSURE CONNECTION WITH TAPPING SLEEVE, 12" TAPPING VALVE IN 60" VAULT EACH 1 9,500.00$ 9,500.00$ 3 WATER MAIN, 12-INCH D.I.P, CLASS 52 WITH POLYETHYLENE WRAP FOOT 25 110.00$ 2,750.00$ 4 DISCONNECT AND ABANDON EXISTING WATER MAIN EACH 1 2,500.00$ 2,500.00$ 5 WATER MAIN REMOVAL FOOT 15 200.00$ 3,000.00$ 6 WATER MAIN REMOVAL - WELL HOUSE FOOT 10 200.00$ 2,000.00$ 7 DUCTILE IRON FITTINGS LB 506 8.00$ 4,048.00$ 8 FOUNDATION MATERIAL CUYD 50 30.00$ 1,500.00$ 9 RAW WATER MAIN FLUSHING LSUM 1 5,000.00$ 5,000.00$ 10 WATER MAIN DISINFECTION LSUM 1 24,000.00$ 24,000.00$ 11 EXPLORATORY EXCAVATION EACH 1 1,000.00$ 1,000.00$ 12 BACKFILL WELL PIT LSUM 1 14,000.00$ 14,000.00$ 13 PAVEMENT REMOVAL SQYD 20 15.00$ 300.00$ 14 HOT-MIX ASPHALT PAVEMENT PATCHING, 4 INCH SQYD 20 75.00$ 1,500.00$ 15 HOT-MIX ASPHALT PAVEMENT, 4 INCH WITH 12 INCH AGGREGATE BASE SQYD 185 100.00$ 18,500.00$ 16 RESTORATION SQYD 70 40.00$ 2,800.00$ 17 TRAFFIC CONTROL AND PROTECTION LSUM 1 5,000.00$ 5,000.00$ 18 ALLOWANCE - ITEMS ORDERED BY THE ENGINEER UNIT 10,000 1.00$ 10,000.00$ 115,398.00$ TOTAL ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST Engineer's Opinion of Probable Construction Cost ITEM PRESSURE CONNECTION WITH TAPPING SLEEVE, 12" TAPPING VALVE in VALVE BOX G:\Public\Yorkville\2018\YO1804-C Well No. 3 Water Main Re-Piping\Eng\Engineer's Opinion of Probable Construction Cost YO1804 ()- ()- ()-()-()-()-()-()-()-()-()-WELL NO.3 YORKVILLE'S PUBLIC WORKS E Main St W S o m o n a u k S t Morgan StW Ridge St E Somonauk St Jackson St Church StMadisonCtJefferson StE Park St S Main StState StAdams StS Main StW Van Emmon St W Madison St W Hydraulic Ave E Van Emmon St E Hydraulic Ave Colton StHeustis StW Main St Mill StAppletree Ct Liberty StW Spring St W Center St King StW River St E Center St E Spring St Bristol AveTower LnWest StS Bridge StW Hydraulic Ave N Bridge StGame Farm RdEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 LOCATION MAP www.eeiweb.com DATE DATE: PROJECT NO.: FILE: PATH: BY: May 2018 YO1804 YO1804_Well Raw Water Main.MXD H:\GIS\PUBLIC\YORKVILLE\2018\ MJT NO.REVISIONS ³United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350www.yorkville.il.us UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS Legend Raw Water Main United City of Yorkville, Illinois REQUEST FOR PROPOSAL for Re-Piping of Existing Water Main and Demolition of Well #3 Building Legal Notice Posted: June xx, 2018 Proposals Due: July xx, 2018 at 10:00AM United City of Yorkville REQUEST FOR PROPOSAL Re-Piping of Existing Water Main and Demolition of Well #3 Building June 2018 Table of Contents A. Legal Notice to Bidders B. General Information C. Introduction D. Project Specifications E. Instructions to Bidders F. General Conditions G. References H. Subcontractors I. Equipment List J. Bid Proposal Sheet K. Contract L. Detail Exception Sheet M. Insurance Requirements Attachment A – Record Drawings Attachment B – Well No. 3 Water Main Re-Piping Plans Re-Piping of Existing Water Main and Demolition of Well #3 Building and all Appurtenances Bidders must attend a Mandatory Site Visit: Tuesday, July xx, 2018 at 10:00 AM. Sealed bids for the Re-Piping of Existing Water Main and Demolition of Yorkville’s Well #3 Building and all appurtenances will be received at the address listed below until July xx, 2018 at 10:00 a.m. All bids will be publicly opened immediately thereafter. Proposals Bids not physically received by the City by 10:00 a.m. on July xx. 2018 will be returned, unopened to the bidder. Emailed or faxed proposals will not be accepted. All proposals should be addressed and delivered to: United City of Yorkville RE: (Vendor Name) Bid for Re-Piping of Existing Water main & Demolition of Well #3 Building Attention: Erin Willrett, Assistant City Administrator 800 Game Farm Road Yorkville, IL 60560 Bid packets are available online at http://www.yorkville.il.us. The link can be found under the Business tab - Bids & RFPs. Additional packets may be picked up at City Hall, 800 Game Farm Road, Yorkville, IL 60560. City Hall is open Monday through Friday, 8:00AM to 4:30PM. Each bid must be accompanied by a Bid Guarantee in the form of a Bid Bond from a company with an A-1 best rating, or a cashier’s check in the amount of ten percent (10%) of the bid and made payable to the United City of Yorkville, 800 Game Farm Road, Yorkville, IL 60560. No bid shall be withdrawn for a period of thirty (30) days after the bid opening date without the consent of the City. Checks or drafts of unsuccessful bidders will be returned as soon as possible after award and execution of the contract. The City Council will make the final selection and award of the contract. The City Council reserves the right to accept or reject any and all bids, to waive technicalities and to accept or reject any item of any bid. No communication, except as otherwise allowed in the specifications, shall occur regarding this Invitation To Bid, including requests for information, or speculation between Bidder’s or any of their individual members and any City elected official, employee or independently contracted employees or consultants. Failure to comply with this provision may result in offeror’s proposal being removed from consideration Any cost incurred by the Bidder in preparation, transmittal, or presentation of any information or material submitted in response to the RFP, shall be borne solely by the Bidder. General Information The United City of Yorkville is seeking an experienced individual or firm to provide the re- piping of existing water main, demolition service of the non-performing Well #3 building and restoration of the land. The vendor shall furnish and provide all labor, materials, tools, equipment and machinery, unless otherwise specified, necessary to perform and complete, in a good and workmanlike manner. Introduction Project Description: The City is requesting proposals according to the Project Specifications and Plans contained herein (the “Project”). The Project consists of the re-piping of the water main at 610 Tower Lane, along with re-piping of the water main, demolition of Well #3 located in the alleyway BEHIND 211 S Bridge Street and restoration of the land. Note: There is no address for this building. In addition to the demolition, the site will need to be restored to asphalt. Project Specifications Scope of Work: Project consists of re-piping the existing water main, demolition of the building and all appurtenances and restoring the area to asphalt. Bidders must completely familiarize themselves with the specifications in this bid document. All Equipment required to perform the contract is the sole responsibility of the contractor and should be included in the proposal. Multiple mobilizations may be expected and will not be treated as extras. LOCATION OF IMPROVEMENTS: The water main improvements are located between S. Main Street and S. Bridge Street south of W. Hydraulic Street at Well No. 3 and north of Tower Lane at the Water Treatment Plant in the United City of Yorkville, Kendall County, Illinois. DESCRIPTION OF IMPROVEMENTS: The project consists of connecting the existing 12-inch raw water main to the finished water main at Well No. 3 and at the Water Treatment Plant. It also includes flushing and chlorinating the raw water main and paving the area to become a parking lot. In addition, it includes the demolition of Well #3 building and all appurtenances. APPLICABLE SPECIFICATIONS: The following Special Provisions supplement the Standard Specifications for Water and Sewer Main Construction in Illinois, latest edition; the Illin ois Department of Transportation Standard Specifications for Road and Bridge Construction, adopted April 1, 2016 (hereinafter referred to as the Standard Specifications); the Illinois Department of Transportation Standard Specifications for Traffic Control Items, latest edition; and the Manual on Uniform Traffic Control Devices, latest edition. In case of conflict with any part or parts of said Specifications, these Special Provisions shall take precedence. NOTIFICATION TO UTILITIES: The Contractor shall notify all utility companies including the local electric, telephone, gas, Yorkville-Bristol Sanitary District and the United City of Yorkville, a minimum of 72 hours prior to beginning any construction or underground investigations. The Contractor shall then have the responsibility to determine from the public utility companies the locations of underground pipes, conduits or cables adjoining or crossing the construction area. SUBMITTALS: Shop drawings, cut sheets and or mix designs shall be submitted f or the following items: • HMA material • All water main products PROTECTION OF EXISTING DRAINAGE FACILITIES: During construction, if the Contractor encounters or otherwise becomes aware of any sewer, underdrains or field drains within the right-of-way other than those shown on the plans, he shall so inform the Engineer who shall direct the work necessary to maintain or to replace the facilities in service and to protect them from damage during construction if to be maintained. Existing facilities to be maint ained that are damaged because of non-compliance with this provision shall be replaced at the Contractor’s own expense. Should the Engineer direct the replacement of a facility, the necessary work and payment shall be done in accordance with Section 603 and 607 and Article 104.03 respectively of the Standard Specifications. LOCATION OF EXISTING UTILITIES: Location of all utilities shown on the Plans are approximate only, and are not necessarily complete. Existing public and private utilities are shown on the plans according to information obtained from utility companies, municipalities, and/or surveys. The Contractor shall make his own investigations and familiarize himself with the location of all utilities and structures that may be found in the vici nity of the construction and assumes responsibility for all utilities whether shown or not, and must realize that the actual locations and/or elevations of the utilities may be different than indicated. Prior to construction, the Contractor shall contact all utility companies and arrange for location of any utilities they may have in the various areas. It is understood and agreed that the Contractor has considered in his bid all of the permanent and temporary utility appurtenances in their present or reloc ated positions. Should any damages occur due to the Contractor’s negligence, repairs shall be made by the Contractor at his expense in a manner acceptable to the Engineer. The Contractor shall notify all utility companies of his construction schedule and coordinate construction operations with the utility companies so that relocation of utility lines and structures may proceed in an orderly manner. All overhead utilities shall be temporarily supported when working nearby. PERMITTING: The United City of Yorkville is in the process of obtaining the necessary IEPA permits for the construction of the water main. It is the Contractor’s responsibility to read these permits and comply with their provisions. The City has paid/will pay any application fees ass ociated with these permits. COOPERATION WITH OTHER CONTRACTORS: The Contractor shall cooperate with other contractors that are working on/or near any portion of the project site. The Contractor shall schedule his construction to minimize conflicts in co mmon work areas and to maintain continuity in construction and traffic management. Contractor will be given the names of other contractors who will work on/or near the project site. It is the Contractor’s responsibility to contact each contractor and coordinate the sequence of work with them. KEEPING ROADS OPEN TO TRAFFIC: If during construction it is deemed necessary to temporarily close a road, the Engineer shall be notified a minimum of 72 hours in advance so that residents, local agencies and emergency responders can be properly notified. Signage should be placed according to any applicable Traffic Control Standards. Provisions shall be made so that access to residences and businesses is maintained whenever possible. All work associated with the above shall be considered incidental to TRAFFIC CONTROL AND PROTECTION. All roads shall be open to traffic at the end of each working day. NOTIFICATION TO RESIDENCES: The Contractor shall assist the City with notifications to residences regarding water service shutdown and/or limited access during construction. Residents must be notified at least 48 hours in advance of any water shut downs or access limitations. ACCESS TO RESIDENCES: Existing accesses to residences shall be accessible at all times. If the Contractor anticipates temporarily blocking an access, notification should be provided to the City at the preconstruction meeting. A minimum of 48 hours notice shall be provided prior to access loss. WORK OUTSIDE THE ROW: Temporary construction easements were not obtained for this project. Therefore no construction, disturbance or stockpiling of materials will be allowed outside of the limits of the ROW. PLAN QUANTITY ASSUMPTIONS: Non-Special, Non-Hazardous Soil Waste Disposal, Foundation Material, and Exploratory Excavations are assumed quantities for the purpose of establishing a unit price. Trench backfill (incidental) shall be required when any portion of utility trench is within 2’ of the driveways, sidewalks, pavement and aggregate shoulders. TREE PRUNING (EQUIPMENT CLEARANCE): This item (if needed) shall be performed in accordance with Section 201 of the Standard Specifications with the exception of waiving the calendar requirement. All pruning shall be done under the direct supervision of the engineer and a certified arborist. All costs related to Tree Pruning (Equipment Clearance) will be incidental to the contract. PROTECTION OF TREES: During construction of this improvement, the Contractor shall exercise care so as not to damage trees outside the limpits of construction as shown on the drawings or as determined by the Engineer. Any trees so damaged shall be immediately treated with an approved sealant as directed by the Engineer. All costs associated with protection of trees will be incidental to the contract REMOVAL AND DISPOSAL OF EXCAVATED MATERIAL: Any excavated material not needed for backfill or embankment shall be removed and disposed of off the site at a location or locations provided by the Contractor. The cost of removal, transportation and disposal of the excavated material is considered incidental to the pay item requiring excavation. FOUNDATION MATERIAL: Foundation Material shall be in accordance with Section 20 of the Standard Specifications for Water & Sewe r Main construction in Illinois except that the foundation material shall be IDOT gradation CA-7, meeting the requirements of Section 1003 of the Standard Specifications. FOUNDATION MATERIAL shall be measured for payment as described in Section 20 of the Standard Specifications for Water & Sewer Main construction in Illinois. FOUNDATION MATERIAL shall include all costs associated with the removal and disposal of unsuitable material. SELECTED GRANULAR BACKFILL: Selected granular backfill (also referred to as trench backfill throughout) shall be in accordance with Section 208 of the IDOT Standard Specifications except that the trench backfill shall be CA-7 capped with 16 inches of CA-6, meeting the requirements of Section 1003. Selected Granular Backfill shall be required where any portion of the trench lies under or within 2’ of existing or proposed streets, curb & gutter, aggregate shoulder, sidewalks, and driveways. All CA-6 material placed in such trenches shall be mechanically compacted in maximum o ne foot lifts. Selected granular backfill will not be paid for separately but shall be included in the cost of the item requiring backfill, which includes but is not limited to: water main, structures, and water main removal. EXPLORATORY EXCAVATION: This work shall consist of excavating a trench at the locations directed by the Engineer and shown on the plans for the purpose of locating existing utility conflicts within the construction limits of the proposed improvements. The trench shall be deep enough to expose the existing utility, and the width of the trench shall be sufficient to allow proper investigation by the Engineer to determine if the existing utility needs to be adjusted or revisions to the proposed utility crossings are necessary. This work shall be paid at the contract unit price per each for EXPLORATORY EXCAVATION which price shall include all equipment, labor, and material necessary to perform the work. Areas of the exploratory trench requiring trench backfill shall be backfilled a ccording to the requirements of the Standard Specifications. No extra compensation will be allowed for delays, inconvenience, or damage sustained by the Contractor in performing the work. PIPE INSTALLATION FOR WATER MAINS: Pipe shall be installed in accordance with the Standard Specifications for Water & Sewer Main construction in Illinois and manufacturers instructions for installing the type of pipe specified. All water main shall be wrapped with polyethylene in accordance with AWWA/ANSI C105/A21.5, Method A. When lifting polyethylene -encased pipe, a fabric type sling or a suitably padded cable or chain shall be used to prevent damage to the polyethylene. Any damage to the polyethylene wrap shall be taped with a polyethylene adhesive tape. Excess damage to the polyethylene encasement will result in a new polyethylene tube for that pipe. Excavation and backfill for water mains shall conform to the typical sections shown in the plans and shall conform to the provisions of Sections 20, 21 and 22 of t he Standard Specifications for Water & Sewer Main construction in Illinois. The trench unless otherwise specified shall have a flat bottom. The pipe shall be laid on 4 inches of bedding stone graded true and even so that the barrel of the pipe will have a bearing for its full length. Bell holes shall be excavated for joints. Any part of the trench excavated below grade shall be corrected with an approved material and thoroughly compacted. When water is encountered in the trench, it shall be removed duri ng pipe laying and jointing operations. Provisions shall be made to prevent floating of the pipe. Trench water shall not be allowed to enter the pipe at any time. Dewatering, if required, shall be considered incidental to the Contract. This work shall be paid for at the contract unit price per foot for WATER MAIN, D.I.P., CLASS 52, WITH POLYETHYLENE WRAP, of the size specified, which price shall include providing and installing the pipe, polyethylene wrap, all equipment, labor, bedding stone (if necessa ry) and other materials, (not listed for payment separately). Any trench backfill required for the water main installation shall be considered incidental to the WATER MAIN, D.I.P., CLASS 52, WITH POLYETHYLENE WRAP, of the size specified. PRESSURE CONNECTION WITH TAPPING SLEEVE: Pressure connections with tapping sleeves shall be suitable for ordinary water works service, intended to be installed in a normal position on buried pipe lines for water distribution systems. All pressure taps to an existing city main shall be made with a Clow or Waterous ductile iron mechanical joint tapping sleeve or stainless steel tapping sleeve and a Clow or Waterous resilient tapping valve and shall be constructed in a valve vault. The Contractor shall expose the water main to be tapped and shall confirm the size and type of piping present. The Contractor shall obtain the necessary materials required to make a proper pressure connection. The Contractor shall not proceed until he has all the required materials on site. Each valve shall have marker’s name, pressure rating and year in which manufactured cast on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Valve Vaults shall be reinforced concrete in accordance with ASTM C478 and C443. Valve vaults shall be 48-inch for 6-inch diameter valves and 60-inch for 8-inch diameter and larger valves. The casting shall be as specified in the Engineering Plans. Valve boxes installed in the pavement shall be cast iron and valve boxes installed in non -paved areas shall be trench adapters. Cast iron valve boxes shall be two piece 5 ¼” shafts, screw -type Tyler Model 664-S or approved equal. All trench adapters shall be trench adapter Mo del 6 by American Flow Control or approved Equal. Lids to be marked “water”. Valve box extensions, if required, are incidental to this pay item. This work shall be paid for at the contract unit price each for PRESSURE CONNECTION of the size valve and vault or valve box specified which price shall include providing and installing the tapping valve, tapping sleeve, valve vault, and backfill material as detailed on the plans. WATER MAIN REMOVAL: This work shall consist of the removal of existing water main as shown on the plans or as directed by the Engineer. If a section of the water main is removed the remaining water main shall be capped on both ends with an appropriately sized ductile iron fitting. Water main under the existing building will be paid for at the contract unit price per foot for WATER MAIN REMOVAL – WELL HOUSE. Price shall include the removal and disposal of the water main, equipment, and labor as necessary to complete this work item. The ductile iron fittings will be paid for will be paid for at the contract unit price per pount for DUCTILE IRON FITTINGS which includes all material and labor necessary for installation. This work shall be paid for at the contract unit price per foot for WATER MAIN REMOVAL regardless of size. Price shall include the removal and disposal of the water main, equipment, and labor as necessary to complete this work item. DUCTILE IRON FITTINGS: This work will be paid for at the contract price per pound for DUCTILE IRON FITTINGS which includes all material and la bor necessary for installation. Any fittings beyond those indicated on the engineering plans required to install the water main in accordance with the engineering plans are considered incidental to the cost of the water main. All vertical water main adjustments shall be accomplished by deflection, not bends in the water main. However, if fittings are necessary as deemed by the Engineer to lower the water main to avoid conflicts with other existing utilities and provide for water main protection, then the y will be paid at the contract unit price per pound for Ductile Iron Fittings. Weight of fittings on the Bid Schedule does not include weight of mechanical joint accessories. MECHANICAL JOINT ACCESSORIES: Mechanical Joint Accessories, consisting of, but not limited to, gaskets, glands, retainer glands and bolts, are considered incidental to the cost of DUCTILE IRON FITTINGS. Weight of fittings on the Bid Schedule does not include weight of accessories. RETAINER GLANDS AND FIELD LOK GASKETS: All mechanical joint fittings, valves, and hydrants shall be restrained with retainer glands. Retainer glands shall be EBAA Iron Series 1100 Megalug, Uni-Flange Series 1400, Stargrip Series 3000, or Sigma One Lok SLD. In addition to the “megalug” style retaining glands to be used at all mechanical joint fittings; the gasket at each joint one pipe length beyond the fitting shall be a Field Lok gasket. The cost of furnishing and installing retainer glands and Field Lok gaskets is considered incidental to the project. THRUST BLOCKING: Blocking to prevent movement of lines under pressure at bends, tees, caps, valves, plugs and hydrants shall be Portland Cement Concrete, a minimum of twelve inch (12") thick, placed between solid ground and the fittings, and shall be anchored in such a manner that pipe and fitting joints will be accessible for repairs. The contractor shall provide a polyethylene cover over the pipe and/or fitting joints prior to installation of the concrete. The cost of thrust blocking is considered incidental to the project. RAW WATER MAIN FLUSHING: The raw water main shall be flushed prior to connecting to the finished water main. The location for flushing shall be discussed at the pre -construction meeting. This work will be paid for at the contract unit price per Lump Sum for RAW WATER MAIN FLUSHING which price shall include all necessary labor and materials to pressure test, disinfect, and test the water main, all as required to place the water main in service in accordance with the IEPA regulations. DISINFECTION OF THE WATER MAIN: Upon completion of the newly laid water main, the water main shall be disinfected in accordance with the American Water Works Association, Procedure Destination, AWWA C-651. The Contractor is responsible for coordinating the collection of water samples with the City of Yorkville. The City will take the bacteriological water samples and have the testing performed as required by the Illinois Environmental Protection Agency. The City and Engineer shall be present when the samples are taken. See Attachment A for more information about the existing water main. Water samples collected on two (2) successive days from the treated piping system shall show satisfactory bacteriological results. Bacteriological analyses must be performed by a laboratory certified by the IEPA and approved by the Engineer. Should the initial treatment result in an unsatisfactory bacterial test, the original disinfection procedure shall be repeated by the Contractor until satisfactory results are obtained. Any additional disinfection required to achieve two (2) successive passing samples shall be incidental to the project. The Contractor shall furnish to the OWNER the required documentation, test results, etc., required by the IEPA for placing the water main in service. This work will be paid for at the contract unit price per Lump Sum for WATER MAIN DISINFECTION which price shall include all necessary labor and materials to pressure test, disinfect, and test the water main, all as required to place the water main in service in accordance with the IEPA regulations. DISCONNECT AND ABANDON EXISTING WATER MAIN: The Contractor shall disconnect and abandon the existing water main at locations shown on the drawings, and in the manner detailed. The Contractor shall not operate valves on existing mains (unless otherwise authorized by the City), and will be closed and opened only by the employees of the City’s Water Department. The Contractor shall expose the water main to be disconnected and shall co nfirm the size and type of piping present. The Contractor shall obtain the necessary materials required to make a proper disconnection. The Contractor shall not proceed until he has all the required materials on site. This work will be paid for at the contract unit price per each for DISCONNECT AND ABANDON EXISTING WATER MAIN, which price shall include all equipment, labor, disposal of abandoned pipe, stone bedding, connection pipe, and other materials (not listed for payment separately) required to properly disconnect existing water mains. Thrust blocking required for these disconnections will be considered incidental to the DISCONNECT AND ABANDON EXISTING WATER MAIN pay item. A mechanical joint cap will be required at the end of the abandoned water main. Ductile Iron Fittings required for these disconnections will be paid for at the contract unit price per pound for DUCTILE IRON FITTINGS. Any trench backfill required to disconnect and abandon the existing water main shall be considered incidental to the DISCONNECT AND ABANDON EXISTING WATER MAIN pay item. Pavement removal and replacement will be paid for at the contract unit price per square yard for HOT-MIX ASPHALT PAVEMENT REMOVAL of the type and thickness specified and HOT -MIX ASPHALT PAVEMENT PATCH of the type and thickness specified. DEMOLITION OF WELL #3 BUILDING: Work shall consist of the demolition of one building and all appurtenances. Work includes all preparation work; removal and disposal of all materials, debris, and utilities; site and personal protection equipment; and restoration of the site. The building is constructed of masonry walls and lumber roof rafters with a tar roof. Remove and dispose of all foundations, building slab, walls, roof, interior equipment, and other material from the site. Remove off site all electric, water, and gas. The Bidder shall clean and maintain all work areas at all times. Effective dust control by use of spray systems or other means shall be maintained at all times. Disposal of debris or surplus: A) The contractor shall comply with 35 Ill. Adm. Code 1100. B) Offsite removal of all demolition debris on site, including miscellaneous materials located inside the structures. C) All masonry, steel, and other building materials on site associated with the building, shall be removed in its entirety D) All fees associated with the removal and disposal of the demolition debris shall be included in said proposal. This work will be paid for at the contract unit price per Lump Sum for DEMOLITION OF WELL #3 BUILDING which price shall include all necessary labor and materials required to complete this item. BACKFILL WELL PIT: Following demolition of the well No. 3 building, the pit beneath the slab in the Well No. 3 Building shall be backfilled with compacted aggregate (CA7) in a maximum of 12 inch lifts up to 16” below grade in accordance with section 205 of the IDOT Standard Specifications. The CA-7 will then be capped with 16” of compacted CA-6 aggregate. The dimensions of the pit are approximately 20 feet wide by 24 feet long by 9 feet deep. The contractor shall verify the dimensions in the field. This work will be paid for at the contract unit price per Lump Sum for BACKFILL WELL PIT which price shall include all necessary labor and materials required to complete this item. PAVEMENT REMOVAL: This work shall be performed in accordance with Article 440 and 442 of the Standard Specifications in the locations specified on the plans and as directed by the Engineer. Removal of existing pavement shall be considered complete upon removal of the bituminous and aggregate surfaces, as well as all base and subbase layers that currently compose the pavement. The pavement removal shall be completed to a depth sufficient to allow the placement of the new pavement. Pavement removal beyond the limits indicated in the Construction Notes of the plan set shall not be paid for, nor will the material be paid for that is required to bring the excavated area back to proper grade. All sawcuts adjacent to pavement to remain in place will be considered incidental to this pay item. Replacement beyond limits as directed by the engineer will NOT be measured for payment and is considered incidental. This work will be paid for at the contract unit price per square yard for HOT-MIX ASPHALT PAVEMENT REMOVAL measured in place, which includes sawcuts, pavement removal and disposal. HOT-MIX ASPHALT PAVEMENT PATCHING, 4 INCH: This work shall be performed in accordance with Article 442 of the Standard Specifications in the loc ations specified on the plans and as directed by the Engineer. The 4” of HMA replacement item shall consist of 4” of Aggregate Base Course (CA -6) removal and 4” Hot-Mix Asphalt Binder Course, IL-19.0, N50 in accordance with the Standard Specifications. The patching shall be paved in two lifts. The limits of the removal shall be as shown on the Plans unless otherwise directed by the Engineer. The 12” Aggregate Base Course (CA-6) shall be furnished as part of Granular Selected Backfill (incidental). The “Type” designation for patch sizes shall not apply, this pay item shall be utilized for all patches regardless of size. The quantity for this pay item shall be based on the table provided in the Construction Notes of the plan set. Replacement beyond these limits, or limits directed by the Engineer, will NOT be measured for payment and is considered incidental. This work will be paid for at the contract unit price per square yard for HOT -MIX ASPHALT PAVEMENT PATCH of the thickness specified, measured in place, which includes removal of 4” of CA-6 from the utility trench and the Hot -Mix Asphalt Binder Course. This work must be completed within one week after completion of water main installation. HOT-MIX ASPHALT PAVEMENT, 4 INCH WITH 12 INCH AGGREGATE BASE: This work shall be in accordance with Sections 202 and 406 of the Standard Specifications in the locations specified on the plans and as directed by the Engineer. The existing Well No. 3 building is being demolished and replaced with a parking lot. The grading of the parking lot shall be such that it drains towards the alley and does not drain over the existing sidewalk. See the grading detail on sheet 3 on the engineering plans for more information. This item shall consist of 4” of Aggregate Base C ourse (CA-6) removal (so that 12” of the 16” CA-6 cap from the trench backfill remains), 12” Aggregate Base Course (CA -6) over prepared subgrade, 2.5” Hot-Mix Asphalt Binder Course, IL-19.0, N50, and 1.5” Hot-Mix Asphalt Surface Course, Mix “C”, N50, paved in accordance with the Standard Specifications. This work will be paid for at the contract unit price per square yard for HOT-MIX ASPHALT PAVEMENT, 4 INCH WITH 12 INCH AGGREGATE BASE, measured in place, which includes sawcuts, furnishing, placing and compacting 12” Aggregate Base Course (CA-6) and 2.5” Hot-Mix Asphalt Binder Course, and 1.5” Ho-Mix Asphalt Surface Course. Following the building demolition, and prior to backfilling, any earthen area required to be removed to achieve the parking lot area as shown in the plans shall be excavated. The excavation shall be deep enough to allow for 12” of compacted CA-6 aggregate base and 4” of total HMA placement. The cost of this excavation shall be included in the cost of HOT -MIX ASPHALT PAVEMENT. RESTORATION: The Contractor shall restore all areas disturbed during construction of the improvements or as part of any of his activities to a condition equal to or better than the original condition. This work shall include the stripping, stockpiling, and repla cement of topsoil as specified on the plans. Topsoil shall be defined as friable clay loam surface soil found in a depth of not less than six inches. Satisfactory topsoil is free of subsoil, clay lumps, stones and other objects, and without weeds, roots and other objectionable material. Topsoil stripping and stockpiling shall be completed as follows: 1. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with underlying subsoil or other objectionable material. a) Remove heavy growths of grass from areas before stripping. b) Where existing trees are indicated to remain, leave existing topsoil in place within drip lines to prevent damage to root system. 2. Stockpile topsoil in temporary construction easement as directed by Engineer. Construct storage piles to provide free drainage of surface water. Cover storage piles, if required, to prevent wind erosion. 3. Topsoil stockpiles are to remain separated from excavated material stockpiles throughout construction. Topsoil replacement shall be completed as follows: Preparation of subsoil 1. Prepare sub-soil to eliminate uneven areas and low spots. Maintain lines, levels, profiles and contours. Make changes in grade gradual. Blend slopes into level areas. 2. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated sub-soil. Placing topsoil 1. Spread topsoil to the depth that existed prior to disturbance. Chisel plow to a depth of 18 inches and rake topsoil until smooth. 2. Place topsoil during dry weather and on dry unfrozen sub-grade. 3. Remove vegetable matter and foreign non-organic material from topsoil while spreading. 4. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage. All ditches, parkways, and other grassed areas disturbed during construction shall be restored to their original shape, contour and condition. Seeding, including finish grade preparation of seedbed, fertilizer and planting shall be as set forth in Section 250 of the Standard Specifications. All disturbed areas must be covered with mulch hydraulically per method 3 as described in Section 251 of the Standard Specifications. The seeding mixture used shall be Class 1A (lawn mixture salt tolerant). Topsoil (six-inch (6”) minimum thickness) shall be provided. Water required for watering or hydraulic mulching can be obtained free of charge from the City at 610 Tower Lane. The Contractor shall be responsible for maintaining all restored areas until suc h a time as the City accepts these areas. This acceptance will be granted after the Contractor has both fulfilled the minimum required maintenance items and has established a stand of grass (where required) which meets the acceptance standards set forth in these Special Provisions. Acceptance of seeded areas will be determined by inspection by the City and Engineer. In order for an area to be accepted, it shall conform the following: a) Grass shall display a reasonably uniform distribution of grass plants b) Grass shall display vigorous growth and be green and healthy in appearance. Areas having bare spots larger than one (1) square foot will not be accepted. In this situation, the bare spots must be re-seeded in accordance with seeding and maintenance specifications. The Contractor shall have a representative on the job at all time when work is being performed. Additional areas damaged by machinery, construction equipment, Contractor negligence or over - excavation beyond the limits shown on the plans shall be repaired in accordance with this Special Provision, at the Contractor’s expense. Unless otherwise listed for payment separately, all work under the general heading RESTORATION will be paid for at the contract unit price per square yard for which price sha ll be payment in full for restoring the areas disturbed. WATER REQUIRED FOR RESTORATION: Water necessary for the restoration of the disturbed areas will be provided by the City free of charge. Water can be obtained at 610 Tower Lane. EROSION CONTROL: Erosion control measures shall be required as stated on the Plans or as deemed necessary by the Engineer and shall be in compliance with the most recent revisions to the Illinois Urban Manual. It should be noted that inlet protection is required at all o pen grate inlets tributary to disturbed areas. All areas disturbed during construction shall be seeded as soon as possible after final grading. The Contractor will be responsible for cleaning the pavement, drainage structures, swales, storm sewers and culverts prior to final acceptance and at such times during construction as necessary to maintain drainage and protect adjacent property. All costs related to Erosion Control will be incidental to the contract. DEWATERING: Dewatering, as required, will be considered incidental to this Contract. TRAFFIC CONTROL AND PROTECTION: The Contractor shall furnish, erect, maintain and remove all signs, barricades, flaggers and other traffic control devices as may be necessary for the purpose of regulating, warning or guiding traffic. Placement and maintenance of all traffic control devices shall be in accordance with the applicable parts of Section 701 of the Standard Specifications, the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways in the Supplemental Specifications, any Special Details, Special Provisions, recurring special provisions and the Highway Standards. At the preconstruction meeting, the Contractor shall furnish the name of the individual in his direct employ who is responsible for the installation and maintenance of the traffic control for this project. If the actual installation and maintenance are to be accomplished by a subcontractor, consent shall be requested of the Engineer at the time of the preconstruction meeting in accordance with Article 108.01 of the Standard Specifications. This shall not relieve the Contractor of the foregoing requirement for a responsible individual in his direct employ. The Contractor shall provide the Engineer with the name of its representative who will be responsible for the administration of the Traffic Control Plan. Special attention is called to Article 107.09 and Section 700 of the Standard Specifications for Road and Bridge Construction. The Contractor should take particular note of the applicable portions of Article 107.09 closures, shall be post mounted in accordance with Standard 701901 for all projects that exceed a four-day duration. The Contractor shall contact the Engineer at least 72 hours in advance of beginning work. Advance warning signage shall be properly placed per the Manual on Uniform Traffic Control Devices for the roadway vehicular traffic as well as the sidewalk pedestrian traffic. The Contractor shall clean all roadways at the end of each working day and as required throughout the day to minimize impact to motorists. All traffic control indicated on the traffic control plan standards and specified in the Special Provisions will be paid on a lump sum basis. All traffic control and protection will be paid for at the contract lump sum price TRAFFIC CONTROL AND PROTECTION. This price shall be payment in full for all labor, materials, transportation, handling, and incidental work necessary to furnish, install, maintain, and remove all traffic control devices required as indicated in the plans and as approved by the Engineer. INCIDENTAL WORK: All work shown on the Plans, described in the applicable specifications or in these Special Provisions and not covered by a pay item, will be considered as incidental to the Contract. CERTIFIED PAYROLL REQUIREMENTS: Per Public Act 94-0515, Contractors and Subcontractors on public works projects must submit certified payroll records on a monthly basis to the City, along with a statement affirming that such records are true and accurate, that the wages paid to each worker are not less than the required prevailing rate and that the Contractor is aware that filing records he or she knows to be false is a Class B misdemeanor. The certified payroll records must include for every worker employed on the public works project the name, address, telephone number, social security number, job classification, hourly wages paid in each pay period, number of hours worked each day, and starting and ending time of work each day. These certified payroll records are considered public records and public bodies must make these records available to the public under the Freedom of Information Act, with the exception of the employee’s address, telephone number and social security number. Any Contractor who fails to submit a certified payroll or knowingly files a false certified payroll is guilty of a Class B misdemeanor. RESPONSIBILITY FOR CONTRACT CLAIMS: The Contractor shall indemnify and save harmless the United City of Yorkville, Engineering Enterprises, Inc. and all employees and servants thereof, against all loss, damage or expense sustained as a result of any suits, actions or claims of any character brought on account of property damage, injury to or death of any person or persons, including all persons performing work under this Contract, which may arise in connection with the work to be performed under this Contract. It is solely the responsibility of the Contractor to provide a safe work environment for both workers on site and the traveling public, at all times until such a point where the City has accepted the improvements set forth in this Contract and any additional work items added by Change Order. ALLOWANCE – ITEMS ORDERED BY THE ENGINEER: When additional work not indicated in the contract drawing is requested in writing by the Engineer during construction, this additional work shall be measured and paid for as described in Articles 104.02 and 109.04 of the Standard Specifications. Payment for all additional work shall be made from the ALLOWANCE - ITEMS ORDERED BY THE ENGINEER pay item which shall be measured in units. A unit shall be valued at one dollar. PROTECTION OF PROPERTY AND UTILITIES: All reasonable precautions will be taken to protect public and private property such as pavements, sidewalks, lawns, fences, bushes, trees, shrubs, catch basins, manholes, drains, utilities, buildings and other property from undue damage. If the Director of Public Works determines that the Bidder has damaged or destroyed property, it shall be repaired or replaced to the satisfaction of the Director at the Bidder’s expense. If Applicable, the Bidder shall have full responsibility for locating all underground facilities in work areas, whether shown or not shown on the Drawings, and contacting JULIE for coordination of the work with the owners of such underground facilities during construction, for the safety and protection thereof, and repairing any damage thereto resulting from the Project; the cost of which shall be included in the Contract Unit Prices for the items specified. Rules, regulations, and codes governing the respective utilities which may be encountered shall be observed in executing all work ACCIDENT REPORTING: All accidents occurring on the job which damage public or private property, result in injuries to workers or other persons, or damage to utilities shall be promptly reported to the City’s Police and to the Public Works Department. The person or company submitting the bid shall at all times observe and conform to all laws, ordinances, and regulations of the Federal, State, and City which may in any manner affect the bid. Instructions to Bidders 1. Receipt of Bid: July xx, 2018; 10:00 A.M. 2. Basis of Bid: Sealed bids will be received until the above noted time and date. 3. Project Description: Re-piping the existing water main & demolition of Well #3 building and all apputenances 4. Preparation and Submission of Bids: A. Each bid shall be submitted on the exact form furnished. All blank spaces for bid prices, unit costs and alternates must be filled in using both words and figures if indicated. In case of any discrepancy in the amount bid, the prices expressed in written words shall govern. B. Each Bidder must complete, execute and submit with its bid a certifications regarding public contracting. C. Each Bidder must submit a complete bid package, including the following items: i. Bid Proposal Sheet ii. Detail Exception Sheet iii. References iv. Subcontractors List. v. Equipment List vi. Bid Guarantee in the amount of 10% of the total of project. D. One (1) paper copy of the bid and one electronic version of the bid on a flash drive in a *.pdf (Adobe Acrobat) version shall be submitted in a sealed envelope on or before the time stated and shall bear the name of the individual, firm, or corporation submitting the Bid and the Bid Name - “Re-piping the Existing Water Main & Demolition of Well #3 Building”. E. Bidders may attach separate sheets to the bid for the purpose of explanation, exception, alternate bid and to cover unit prices, if needed. F. Bidders may withdraw their bid either personally or by written request at any time before the hour set for the bid opening, and may resubmit it. No bid may be withdrawn or modified after the bid opening except where the award of contract has been delayed for a period of more than thirty (30) days. G. In submitting this bid, the bidder further declares that the only person or party interested in the proposal as principals are those named herein; and that the bid is made without collusion with any other person, firm or corporation. H. The Bidder further declares that he has carefully examined this entire Bid Package, and he has familiarized himself with all of the local conditions affecting the Project and the detailed requirements of this work and understands that in making the bid he waives all rights to plead a misunderstanding regarding same. I. The Bidder further agrees that if the City decides to extend or shorten the completion period, or otherwise alters it by extras or deductions, including elimination of one or more of the items, as provided in the specifications, the Bidder will perform the work as altered, increased or decreased. J. The Bidder further agrees that the City representative may at any time during the progress of the Project covered by this Contract, order other work or materials incidental thereto and that all such work and materials as do not appear in the bid or contract as a specific item covered by a lump sum price, and which are not included under the bid price for other items in the Contract, shall be performed as extra work. K. The Bidder further agrees to execute all documents within this Bid Package, for this work and present all of these documents to the City. L. The Bidder further agrees to execute all documents within this Bid Package, obtain a Certificate of Insurance for this work and present all of these documents within fifteen (15) days after the receipt of the Notice of Award. M. The Bidder further agrees to begin work not later than ten (10) days after receipt of the Notice to Proceed, unless otherwise provided, and to execute the work in such a manner and with sufficient materials, equipment and labor as will insure its completion prior to the completion date of Friday, November 16, 2018, it being understood and agreed that the completion within the time limit is an essential part of the contract. N. By submitting a bid, the Bidder understands and agrees that, if his bid is accepted, and he fails to enter into a contract forthwith, he shall be liable to the City for any damages the City may thereby suffer. O. No bid will be considered unless the party offering it shall furnish evidence satisfactory to the City that he has necessary facilities, ability and pecuniary resources to fulfill the conditions of the Contract. 5. Additional Information Request: Questions regarding this Invitation To Bid can be emailed to Erin Willrett, Assistant City Administrator at ewillrett@yorkville.il.us and specific questions regarding the specifications in this Invitation To Bid can be emailed to Eric Dhuse at EDhuse@yorkville.il.us by the end of business on July xx, 2018. Answers will be provided in writing and posted to our website for notification. No oral comments will be made to any Bidder as to the meaning of the Invitation To Bid and Specifications or other contract documents. Bidders will not be relieved of obligations due to failure to examine or receive documents, visit the site or become familiar with conditions or facts of which the Bidder should have been aware of and the City will reject all claims related thereto. Information (other than in the form of a written Addendum issued by the City) from any officer, agent, or employee of the City or any other person shall not affect the risks or obligations assumed by the Bidder or relieve him from fulfilling any of the conditions and obligations set forth in the proposal and other contract documents. Before the proposals are opened, all modification or additions to the proposal documents will be made in the form of a written Addendum issued by the City. Any Addendum issued will be posted on the City’s website. In the event of conflict with the original contract documents, addenda shall govern all other contract documents to the extent specified. Subs equent addenda shall govern over prior addenda only to the extent specified. The Bidder shall be required to acknowledge receipt of the formal Addendum by signing the Addendum and including it with the proposal quotation. Failure of a Bidder to include a signed formal Addendum in its bid shall deem its bid non-responsive: provided, however that the City may waive this requirement if it in its best interest. Page | 19 6. Conditions: A. The City is exempt from Federal excise tax and the Illinois Retailer's Occupation Tax. This bid shall not include any amounts of money for these taxes. B. To be valid, the bids shall be itemized so that selection for purchase may be made, there being included in the price of each unit the cost of delivery (FOB Destination). C. The City shall reserve the right to add or to deduct from the base bid and/or alternate bid any item at the prices indicated in itemization of the bid. D. All bids shall be good for thirty (30) days from the date of the bid opening. 7. Award of Bid: The United City of Yorkville reserves the right to reject any or all bids and to waive any informality or technical error and to accept any bid deemed most favorable to the interests of the United City of Yorkville. A. The items of work not specifically mentioned in the Schedule which are necessary and required to complete the work intended shall be done incidental to and as part of the items of work for which a unit price is given. No additional payment will be made for such incidental work. The Bidder shall be responsible for identifying all costs to complete the project on time and in order to create a functional and operational system in accordance with the Plans and Specifications. B. In addition to price, the City may consider: • Ability, capacity and skill to fulfill the contract as specified. • Ability to supply the commodities, provide the services or complete the construction promptly, or within the time specified, without delay or interference. • Character, integrity, reputation, judgment, experience and efficiency. • Quality of performance on previous contracts. • Previous and existing compliance with laws and ordinances relating to the contract. • Sufficiency of financial resources. • Quality, availability and adaptability of the commodities, services or construction, in relation to the City 's requirements. • Ability to provide future maintenance and service under the contract. • Number and scope of conditions attached to the bid/proposal. • Record of pa yments for taxes, licenses or other monies due the City . 8. Rejection of Bids: A. The City reserves the right to cancel invitations for bids or requests for proposals without penalty when it is in the best interest of the City. Notice of cancellation shall be sent to all individuals or entities solicited. B. The City reserves the right to reject any or all bids, to waive any minor informality or irregularity in any bid, to negotiate changes and/or modifications with the lowest responsible bidder and to make award to the response deemed to be the most advantageous to the City. Any bid not conforming to the specifications or requirements set forth by the City in the bid request may be rejected. C. Bids may also be rejected if they are made by a bidder that is deemed un- responsible due to a lack of qualifications, capacity, skill, character, expe rience, reliability, financial stability or quality of services, supplies, materials, equipment or labor. 9. Equal Opportunity: The Bidder will not discriminate against any employee or applicant for employment because of race, color, religion, sex, ancestry, national origin, place of birth, age or handicap unrelated to bona fide occupational qualifications. 10. Non-Discrimination: The Bidder, its employees and subcontractors, agrees not to commit unlawful discrimination and agrees to comply with applicable provisions of the Illinois Human Rights Act, the U.S. Civil Rights Act and Section 504 of the Federal Rehabilitation Act, and rules applicable to each. 12. Execution of Documents: The Bidder, in signing his Bid on the whole or on any portion of the work, shall conform to the following requirements: Bids signed by an individual other than the individual represented in the Bid documents shall have attached thereto a power of attorney evidencing authority to sign the Bid in the name of the person for whom it is signed. Bids which are signed for a partnership shall be signed by all of the partners or b y an attorney-in-fact. If signed by an attorney-in-fact, there shall be attached to the Bid a power of attorney evidencing authority to sign the bid, executed by the partners. Bids which are signed for a corporation shall have the correct corporate name thereof and the signature of the President or other authorized officer of the corporation manually written below the corporate name. If such Bid is manually signed by an official other than the President of the Corporation, a certified copy of a resolution of the board of directors evidencing the authority of such official to sign the Bid should be attached to it. Such Bid shall also bear the attesting signature of the Secretary of the corporation. 13. Independent Contractor: There is no employee/employer relationship between the Contractor and the City. Contractor is an independent contractor and not the City’s employee for all purposes, including, but not limited to, the application of the Fair Labors Standards Act minimum wage and overtime payments, Federal Insurance Contribution Act, the Social Security Act, the Federal Unemployment Tax Act, the Worker’s Compensation Act (820 ILCS 305/1, et seq.). The City will not (i) provide any form of insurance coverage, including but not limited to health, worker’s compensation, professional liability insurance, or other employee benefits, or (ii) deduct any taxes or related items from the monies paid to Contractor. The performance of the services described herein shall not be construed as creating any joint employment relationship between the Contractor and the City, and the City is not and will not be liable for any obligations incurred by the Contractor, including but not limited to unpaid minimum wages and/or overtime premiums, nor does there exist an agency relationship or partnership between the City and the Contractor. 14. Approval and Use of Subcontractors: The Contractor shall perform the Services with its own personnel and under the management, supervision, and control of its own organization unless otherwise approved by the City in writing. All subcontractors and subcontracts used by the Contractor shall be included on the Subcontractor’s form in the Bid proposal and be acceptable to, and approved in advance by the City. The City’s approval of any subcontractor or subcontract shall not relieve the Contractor of full responsibility and liability for the provision, performance, and completion of the Work in full compliance with, and as required by or pursuant to, this Contract. If the Contractor chooses to use subcontractors to perform any of the Work, the Work performed under any subcontract shall be subject to all of the provisions of this Contract in the same manner as if performed by employees of the Contractor. Every reference in this Contract to “Contractor” shall be deemed to also apply to all subcontractors of the Contractor. Every subcontract entered into by the Contractor to provide the Work or any part thereof shall include a provision binding the subcontractor to all provisions of this Contract. If an y personnel or subcontractor fail to perform the part of the Work undertaken by it in a manner satisfactory to the City, the Contractor shall immediately upon notice from the City remove and replace such personnel or subcontractor. The City shall have no claim for damages, for compensation in excess of the contract price, or for a delay or extension of the contract time as a result of any such removal or replacement. 15. Assignment: Neither the City nor the Contractor shall assign or transfer any rights or obligations under this Agreement without the prior written consent of the other party. 16. Governing Law: The Contract and the rights of the City and Bidder under the Contract shall be interpreted according to the laws of the State of Illinois. Venue for any action related to the Contract will be in the Circuit Court of Kendall County, Illinois. 17. Changes in Law: Unless otherwise explicitly provided in the Contract, any reference to laws shall include such laws as they ma y be amended or modified from time to time. 18. Time: The Contract Time is of the essence of this Contract. Except where otherwise stated, references in the Contract to days shall be construed to refer to calendar days. GENERAL CONDITONS This entire bid package and following sections apply to all bids requested and accepted by the City and become a part of the contract unless otherwise specified. Persons submitting bids or their authorized representatives are expected to fully inform themselves as to the conditions, requirements, and specifications before submitting bids. The City assumes that submission of a bid means that the person submitting the bid has become familiar with all conditions and intends to comply with them unless noted otherwise. 1. Definitions: The Term “City” whenever used in the contract documents shall be construed to mean the United City of Yorkville. The United City of Yorkville, the Community Development Department, and the Director of Community Development shall also be known herein, respectively, as the City, the Department, and the Director. 2. Conditions: The Bidder is responsible for being familiar with all conditions, instructions, and documents governing this Project and bid. Failure to make such investigation and preparations shall not excuse the Contractor from performance of the duties and obligations imposed under the terms of the contract. 3. Bid Bond: If the bidder’s proposal for this project exceeds forty thousand dollars ($40,000.00), bids shall be secured by a certified check, bank draft, satisfactory bid bond or approved letter of credit in the amount of ten percent (10%) of the total amount of the complete project. Bid security shall be submitted with the bid. 4. Performance Bond: If the bidder’s proposal for the project is equal to or greater than $5,000 then the following bonds shall be delivered to the City and shall become binding with the acceptance of the bid: Performance bond satisfactory to the City, executed by Surety Company authorized to do business in the state or otherwise secured in a manner satisfactory to the City, in an amount equal to 110% of the complete project. The surety on the bond shall be a company that is licensed by the Department of Insurance authorizing it to execute surety bonds and the company shall have a financial strength rating of at least A - as rated by A.M. Best Company, Inc., Moody’s Investors Service, Standard & Poor’s Corporation, or a similar rating agency. Upon receipt of the performance bond, the City will return the bid bond to the bidder. 5. Insurance Requirements: T he successful Bidder shall comply with the City’s insurance requirements attached hereto. 6. Force Majeure: Whenever a period of time is provided for in this Agreement for the Contractor or the City to do or perform any act or obligation, neither party shall be liable for any delays or inability to perform if such delay is due to a cause beyond its control and without its fault or negligence including, without limitation: a) Acts of nature; b) Acts or failure to act on the part of any governmental authority other than the City or Contractor, including, but not limited to, enactment of laws, rules, regulations, codes or ordinances subsequent to the date of this Agreement; c) Acts or war; d) Acts of civil or military authority; e) Embargoes; f) Work stoppages, strikes, lockouts, or labor disputes; g) Public disorders, civil violence, or disobedience; h) Riots, blockades, sabotage, insurrection, or rebellion; i) Epidemics or pandemics; j) Terrorist acts; k) Fires or explosions; l) Nuclear accidents; m) Earthquakes, floods, hurricanes, tornadoes, or other similar calamities; n) Major environmental disturbances; or o) Vandalism. If a delay is caused by any of the force majeure circumstances set forth above, the time period shall be extended for only the actual amount of time said party is so delayed. Further, either party claiming a delay due to an event of force majeure shall give the other party written notice of such event within three (3) business days of its occurrence or it shall be deemed to be waived. 7. Liquidated Damages: Time is of the essence to the contract. Should the Contractor fail to complete the work within the specified time stipulated in the contract or within such extended time as may have been allowed, the Contractor shall be liable and shall pay to the City the amount shown in the following schedule of deductions, not as a penalty but as liquidated damages, for each hour of overrun in the contract time or such extended time as may have been allowed. The liquidated damages for failure to complete the contract on time are approximate, due to the impracticality of calculating and proving actual delay costs. This schedule of deductions establishes the cost of delay to account for administration, engineering, inspection, and supervision during periods of extended and delayed performance. The costs of delay represented by this schedule are understood to be a fair and reasonable estimate of the costs that will be borne by the City during extended and delayed performance by the Contractor of the work. The liquidated damage amount specified will accrue and be assessed not until final completion of the total physical work of the contract even though the work may be substantially complete. The City will deduct these liquidated damages from any monies due or to become due to the Contractor from the City. Deduction for Each Day of Overrun in Contract Time: $250.00 per day. 8. Compliance with Laws and Regulations: In connection with the performance of the work, the Contractor shall comply with all statutes, laws, regulations, and orders of federal, state, county, or municipal authorities which shall impose any obligation or duty upon the Contractor. 9. Contract Term: The contract will begin upon a full executed Agreement and approval of the City Council and expire . 10. Driver’s License: Before commencing work, the Contractor shall provide a copy of valid driver’s license for each employee operating equipment in the City. Drivers shall possess a Commercial Driver’s License with appropriate endorsements if operating equipment that requires such a license. 11. Change Orders: After a contract is awarded pursuant to the competitive bid procedures specified herein, additional purchases or modifications may be made under the contract, or the terms of the contract may be extended, without rebidding the materials, supplies, services or equipment involved, provided that the change order: a. Is approved by the City Council when the change order is an increase or decrease of more than $10,000 or the time of completion by more than 30 days. b. Is approved by the by the City Administrator, or his/her designee for change orders that are not greater than ten thousand dollars ($10,000.00). 12. Construction Contracts: a. The Bidder must comply with all applicable laws prerequisite to doing business in the state. b. The Bidder must have a valid Federal Employer Tax Identification Number or Tax Identification Number (for individuals). c. The Bidder must provide a Statement of Compliance with provisions of the State and Federal Equal Opportunity Employer requirements. 13. Termination: The City shall have the right at any time and for any reason (without any penalty) to terminate, in whole or in part, this Contract, provided that the City shall provide Contractor at least ten (10) days’ prior written notice of such termination whereupon this Agreement shall automatically terminate immediately after the 11 th day. a. When this contract, or any portion hereof, is terminated or cancelled by the City, and the Contractor released before all items of work included in this contract have been completed, payment may be made be prorated as a percentage of completion of the actual work at contract unit prices, and no claims for loss of anticipated profits or other damages will be made and are hereby waived. b. Termination of a contract, as stated above, will not relieve the Contractor or his/her surety of the responsibility of replacing defective work or materials. 14. Additional Items: The City and Contractor further agree that a. Prevailing Wage Some or all of the work herein may be subject to the provisions of Prevailing Wage Act, 820 ILCS 130/0.01 et.seq., providing for the payment of prevailing rate wages to all laborers, workmen and mechanics engaged on work. The Contractor agrees that, prior to making any payments to its own laborers, workers, or mechanics or to any subcontractor it will determine whether it must legally pay wages in accordance with the Prevailing Wage Act, and if so legally required, pay the then-current prevailing rate of wage as determined by the Illinois Department of Labor and posted at: http//www.state.il.us/agency/idol/. The City may at any time inquire of the Contractor as to rates of wages being paid employees of the Contractor, and any subcontractor or material men, whereupon such information shall be promptly provided by the Contractor. The Contractor shall indemnify the City for any and all violations of the prevailing wage laws and any rules and regulations now and hereafter issued pursuant to said laws. The Contractor shall insert into each subcontract and into the project specifications for each subcontract a written stipulation requiri ng all laborers, workers and mechanics performing work under the contract to comply with the Prevailing Wage Act and to require each subcontractor to insert into each lower- tiered contract and into the project specification for each lower tiered subcontrac t a similar stipulation. b. Sexual Harassment: During the entire term of the contract, Contractor shall have in full force and effect a written Sexual Harassment Policy, which complies with the Illinois Human Rights Act (775- ILCS 5/1-101 et.seq.) including at least the following: 1) a statement on the illegality of sexual harassment; 2) the definition of sexual harassment under Illinois Law; 3) a description of sexual harassment, utilizing examples; 4) an internal complaint process, including penalties; 5) the legal recourse, investigative and complaint process available through the Illinois Department of Human Rights (“Department”) and the Illinois Human Rights Commission (“Commission”); 6) directions on how to contact the Department and the Commission; and 7) protection against retaliation as provided by Section 6-101 of the Act. c. Drug Free Workplace: In compliance with Illinois law, The Contractor certifies and agrees that it will provide a drug free workplace by: 1) Publishing a Statement: 2) Notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance, including cannabis, is prohibited in the Contractor’s workplace. 3) Specifying the actions that will be taken against employees for violations of such prohibition. 4) Notifying the employee that, as a condition of employment on such Contract, the employee will: 5) Abide by the terms of the statement; and 6) Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five (5) days after such conviction. 7) Establishing a drug free awareness program to inform employees about: 8) The dangers of drug abuse in the workplace; 9) The Contractor’s policy for maintaining a drug free workplace; 10) Available counseling, rehabilitation, or assistance programs; and 11) Penalties imposed for drug violations. 12) Providing a copy of the Statement required by subsection (a) to each employee engaged in the performance of the Contract and to post the Statement in a prominent place in the workplace. 13) Notifying the contracting agency within ten (10) days after receiving notice of any violations as listed above. 14) Imposing a sanction on, or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program, by any employee who is so convicted, as required by Section 5 of the Drug Free Workplace Act. 15) Assisting employees in selecting a course of action in the event drug counseling, treatment, and rehabilitation are required and indicating that a trained referral team is in place. 16) Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act. 17) The Contractor will be required to sign a Drug Free Workplace Certification. d. Substance Abuse Prevention on Public Works Projects: Before a contractor or subcontractor commences work on a public works project as defined in 820 ILCS 130/2, the contractor or subcontractor shall have in place a written program which meets or exceeds the program requirements in the Substance Abuse Prevention on Public Works Projects Act, to be filed with the public body engaged in the construction of the public works and made available to the general public, for the prevention of substance abuse among its employees. The testing must be performed by a laboratory that is certified for Federal Workplace Drug Testing Programs by the Substance Abuse and Mental Health Service Administration of the U.S. Department of Health and Human Services. At a minimum, the program shall include all of the following: 1) A minimum requirement of a 9 panel urine drug test plus a test for alcohol. Testing an employee's blood may only be used for post-accident testing, however, blood testing is not mandatory for the employer where a urine test is sufficient. 2) A prohibition against the actions or conditions specified in 820 ILCS 265/10. 3) A requirement that employees performing the work on a public works project submit to pre-hire, random, reasonable suspicion, and post-accident drug and alcohol testing. Testing of an employee before commencing work on a public works project is not required if the employee has been participating in a random testing program during the 90 days preceding the date on which the employee commenced work on the public works project. 4) A procedure for notifying an employee who violates 820 ILCS 265/10, who tests positive for the presence of a drug in his or her system, or who refuses to submit to drug or alcohol testing as required under the program that the employee may not perform work on a public works project until the employee meets the conditions specified in subdivisions (2)(A) and (2)(B) of 820 ILCS 265/20. e. Non-Collusion: The Contractor represents that it is not barred from bidding for this contract as a result of a violation of 720 ILCS 5/33E concerning bi d rigging, rotating, kickbacks, bribery and interference with public contracts. The Contractor will be required to sign the Non-Collusion Certification. f. Compliance with Laws and Regulations: In connection with the performance of the work, the Contractor shall comply with all statutes, laws, regulations, and orders of federal, state, county, or municipal authorities which shall impose any obligation or duty upon the Contractor. REFERENCES UNITED CITY OF YORKVILLE General Information, list below current business references for whom you have performed work similar to that required by this proposal. Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code:__________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code: __________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code: __________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ If additional sheets are needed, please make copies. SUBCONTRACTORS UNITED CITY OF YORKVILLE Provide the name, contact information, and value of work for each and every subcontractor which will be employed on this project. Subcontractor No. 1: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ Subcontractor No. 2: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ Subcontractor No. 3: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ If additional sheets are needed, please make copies. EQUIPMENT LIST UNITED CITY OF YORKVILLE Name Make Model Year Use If additional sheets are needed, please make copies. Bid Proposal Sheet The prices stated in this proposal are guaranteed for 90 days from the date of hereof and if awarded within that period, we agree to complete the work covered by this Proposal at said prices. Bidders must fill in “Bid Unit Price” and “Extended Amount” for each bid item. Extend all prices to two decimals. The undersigned understands that there may be changes, omissions, or modification in the work, and that appropriate adjustments will be made to the Contract price in accordance with the Contract Documents. The undersigned understands that the City reserves the right to accept or reject any or all bids, and to waive all formalities, any irregularities, and accept the Bid deemed to be in the Owner's best interest. I hereby certify that the item(s) proposed is/are in accordance with the specifications as noted and that the prices quoted are not subject to change; and that the Person submitting the proposal is not barred by law from submitting a proposal to the City for the project contemplated herein because of a conviction for prior violations of either Illinois Compiled Statutes, 720 ILCS 5/33E-3 (Proposal Rigging) or b720 ILCS 5/33-4 (Proposal Rotating); and that The Person submitting the proposal is not delinquent in payment of any taxes to the Illinois Department of Revenue in accordance with 65 ILCS 5/11-42.1; and that The Person submitting the proposal provides a drug free workplace pursuant to 30 ILCS 580/1, et seq., and that The Person submitting the proposal certifies they have a substance-abuse program and provide drug testing in accordance with 820 ILCS 130/11G, Public Act 095-0635; and that The Person submitting the proposal is in compliance with the Illinois Human Rights Act 775 ILCS 5/1.101 et seq. including establishment and maintenance of sexual harassment policies and program. _____________________________________ ______________________________ Firm Name Signed Name and Title ________________________________________ ______________________________ Street Address Print Name and Title ________________________________________ ______________________________ City State Zip E-mail Address ________________________________________ ______________________________ Phone Number Fax Number ________________________________________ Date Bid Proposal Sheet ITEM UNIT NO.ITEM UNIT QUANTITY PRICE AMOUNT 1 PRESSURE CONNECTION WITH TAPPING SLEEVE, 12" TAPPING VALVE IN VALVE BOX EACH 1 $$ 2 PRESSURE CONNECTION WITH TAPPING SLEEVE, 12" TAPPING VALVE IN 60" VAULT EACH 1 $$ 3 WATER MAIN, 12-INCH D.I.P., CLASS 52 WITH POLYETHYLENE WRAP FOOT 25 $$ 4 DISCONNECT AND ABANDON EXISTING WATER MAIN EACH 1 $$ 5 WATER MAIN REMOVAL FOOT 15 $$ 6 WATER MAIN REMOVAL - WELL HOUSE FOOT 10 $$ 7 DUCTILE IRON FITTINGS LB 506 $$ 8 FOUNDATION MATERIAL CUYD 50 $$ 9 RAW WATER MAIN FLUSHING LSUM 1 $$ 10 WATER MAIN DISINFECTION LSUM 1 $$ 11 EXPLORATORY EXCAVATION EACH 1 $$ 12 DEMOLITION OF WELL #3 BUILDING LSUM 1 $$ 13 BACKFILL WELL PIT LSUM 1 $$ 14 PAVEMENT REMOVAL SQYD 20 $$ 15 HOT-MIX ASPHALT PAVEMENT PATCHING, 4 INCH SQYD 20 $$ 16 HOT-MIX ASPHALT PAVEMENT, 4 INCH WITH 12 INCH AGGREGATE BASE SQYD 185 $$ 17 RESTORATION SQYD 70 $$ 18 TRAFFIC CONTROL AND PROTECTION LSUM 1 $$ 19 ALLOWANCE - ITEMS ORDERED BY THE ENGINEER UNIT 10,000 $$ TOTAL $ BID SCHEDULE FOR RE-PIPING OF EXISTING WATER MAIN AND DEMOLITION OF WELL #3 BUILDING UNITED CITY OF YORKVILLE 800 Game Farm Road YORKVILLE, ILLINOIS 60560 CONTRACT THIS CONTRACT made this _____ day of ______________, 2018, by and between the United City of Yorkville, an Illinois municipal corporation hereinafter called the “Owner” and _________________________________________ located at _________________________ hereinafter called the “Contractor”. WITNESSETH: WHEREAS, the Owner has heretofore solicited Proposals for all labor and materials necessary to complete the work specified in this bid package; WHEREAS, the Owner has found that the Contractor is the lowest responsible person submitting the proposal for said work and has awarded the Contractor this contract for said work. NOW, THEREFORE, for and in consideration of their mutual promises and agreements, the parties hereto do hereby agree as follows: 1. The Contractor agrees to furnish all materials, supplies, tools, equipment, labor and other services necessary to commence and complete the re-piping water main, demolition of the well #3 and restore the land in accordance with the conditions and prices stated in the Request for Proposal, Instructions to Persons submitting proposals – General Conditions, Special Conditions, Insurance Requirements, Specifications and Plans, Proposal, and Detail Exception Sheet all of which are made a part hereof and herein called the “Contract Documents”. 2. The Owner will pay the Contractor in the amounts, manner and at times as set forth in the Contract Documents. IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly authorized officials, this Contract as of the day and year first above written: UNITED CITY OF YORKVILLE By: _________________________________ CONTRACTOR: By: __________________________________ Signature __________________________________ Print Name and Title DETAIL EXCEPTION SHEET Any exception must be clearly noted on this sheet. Failure to do so may be reason for rejection of the bid. It is not our intention to prohibit any potential bidder from bidding by virtue of the specifications, but to describe the material(s) and service(s) actually required. The village reserves the right to accept of reject any or all exceptions. Bidder’s exceptions are: ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ UNITED CITY OF YORKVILLE, ILLINOIS INSURANCE REQUIREMENTS Contractor shall procure and maintain, for the duration of the contract, insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors. 1. MINIMUM SCOPE OF INSURANCE Coverage shall be at least as broad as: A. Insurance Services Office Commercial General Liability Occurrence Form CG 0001 with the City named as additional insured; on a form at least as broad as the endorsement in paragraph 10 including ISO Additional Insured Endorsement CG 2026, CG 2010. B. Owners and Contractors Protective Liability (OCP) policy is required with the City as insured (for contracts with subcontractors and projects that are inherently dangerous). C. Insurance Service Office Business Auto Liability Coverage Form Number CA 0001, Symbol 01 "Any Auto." D. Workers' Compensation as required by the Worker's Compensation Act of the State of Illinois and Employers' Liability insurance. E. Builder Risk Property Coverage with City as loss payee. 2. MINIMUM LIMITS OF INSURANCE Contractor shall maintain limits no less than if required under above scope: A. Commercial General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury, and property damage. The general aggregate shall be twice the required occurrence limit. Minimum General Aggregate shall be no less than $2,000,000 or a project/contract specific aggregate of $1,000,000. B. Owners and Contractors Protective Liability (OCP): $1,000,000 combined single limit per occurrence for bodily injury and property damage. C. Businesses Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage. D. Workers' Compensation and Employers' Liability: Workers' Compensation coverage with statutory limits and Employers' Liability limits of $1,000,000 per accident. E. Builder's Risk shall insure against "All Risk" of physical damage, including water damage (flood and hydrostatic pressure not excluded), on a completed value, replacement cost basis. (Protection against loss of materials during construction, renovation, or repair of a structure.) F. Umbrella Excess Insurance: $3,000,000. “Following form” of the underlying and excess policies including listing the City as an additional insured. 3. DEDUCTIBLES AND SELF-INSURED RETENTIONS Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officials, agents, employees, and volunteers; or the Contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration, and defense expenses. 4. OTHER INSURANCE PROVISIONS The policies are to contain, or be endorsed to contain, the following provisions: A. General Liability and Automobile Liability Coverages 1. The City, its officials, agents, employees, and volunteers are to be covered as additional insureds as respects: liability arising out of the Contractor's work, including activities performed by or on behalf of the Contractor; products and completed operations of the Contractor; premises owned, leased, or used by the Contractor; or automobiles owned, leased, hired, or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, agents, employees, and volunteers. 2. The Contractor's insurance coverage shall be primary as respects the City, its officials, agents, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officials, agents, employees, and volunteers shall be excess of Contractor's insurance and shall not contribute with it. 3. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, agents, employees, and volunteers. 4. The Contractor's insurance shall contain a Severability of Interests/Cross Liability clause or language stating that Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 5. If any commercial general liability insurance is being provided under an excess or umbrella liability policy that does not "follow form," then the Contractor shall be required to name the City, its officials, agents, employees, and volunteers as additional insureds. 6. All general liability coverages shall be provided on an occurrence policy form. Claims-made general liability policies will not be accepted. B. All Coverages Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, cancelled, reduced in coverage, or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 5. ACCEPTABILITY OF INSURERS Insurance is to be placed with insurers with a Best's rating of no less than A-, VII, and licensed to do business in the State of Illinois. 6. VERIFICATION OF COVERAGE Contractor shall furnish the City with certificates of insurance naming the City, its officials, agents, employees, and volunteers as additional insureds, and with original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be r eceived and approved by the City before any work commences. Other additional insured endorsements may be utilized, if they provide a scope of coverage at least as broad as the coverage stated in paragraph 10, such as ISO Additional Insured Endorsements CG 2026 or CG 2010. The City reserves the right to request full certified copies of the insurance policies and endorsements. 7. SUBCONTRACTORS Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. 8. ASSUMPTION OF LIABILITY The contractor assumes liability for all injury to or death of any person or persons includin g employees of the contractor, any subcontractor, any supplier, or any other person and assumes liability for all damage to property sustained by any person or persons occasioned by or in any way arising out of any work performed pursuant to this agreement. 9. INDEMNITY/HOLD HARMLESS PROVISION To the fullest extent permitted by law, the Contractor hereby agrees to defend, indemnify, and hold harmless the City, its officials, agents, and employees, against all injuries, deaths, loss, damages, claims, patent claims, suits, liabilities, judgments, cost, and expenses, which may in anywise accrue against the City, its officials, agents, and employees, arising in whole or in part or in consequence of the performance of this work by the Contractor, its employees, or subcontractors, or which may anywise result therefore, except that arising out of the sole legal cause of the City, its agents, or employees, the Contractor shall, at its own expense, appear, defend, and pay all charges of attorneys and all costs and ot her expenses arising therefore or incurred in connections therewith, and, if any judgment shall be rendered against the City, its officials, agents, and employees, in any such action, the Contractor shall, at its own expense, satisfy and discharge the same. Contractor expressly understands and agrees that any performance bond or insurance policies required by this contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to indemnify, keep, and save harmless and defend the City, its officials, agents, and employees as herein provided. 10. ADDITIONAL INSURED ENDORSEMENT The "WHO IS AN INSURED" section of the policy/coverage document shall be amended to include as an insured, the City, but only with respect to liability arising out of your work. For purpose of this endorsement, "arising out of your work" shall mean: (1) Liability the Additional Insured may incur resulting from the actions of a contractor it hires, (2) Liability the Additional Insured may incur for negligence in the supervision of the Named Insured Contractors work, (3) Liability the Additional Insured may incur for failure to maintain safe worksite conditions, and (4) Liability the Additional Insured may incur due to joint negligence of the Named Insured Contractor and the Additional Insured. ATTACHMENT A Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #3 Tracking Number PW 2018-58 Beecher HVAC replacement RFP results Public Works Committee - June 19, 2018 Supermajority (6 out of 9) Approval RFP results and recommendation for HVAC repair at the Beecher Center Steve Raasch Public Works Name Department Summary Amend the Fiscal Year 2019 (23) City-Wide Capital Fund and (01) General Fund budgets for the purposes of replacing two HVAC units at the Beecher Community Center. Background The attached budget amendment would increase the transfer out of the General Fund (budgeted in the Administrative services cost center) to the City-Wide Capital Fund by $319,725 for the purposes of replacing two HVAC units at the Beecher Center, pursuant to the attached proposal by Trico Mechanical. Fiscal Year 2019 budgeted fund balance would remain unchanged in the City-Wide Capital Fund, as the General Fund transfer would offset the corresponding expenditure. Budgeted fund balance in the General Fund would be reduced from $5.47 to $5.04 million, a decrease of $428,516 ($319,725 mentioned above, plus additional police chargeback expenditures of $108,791 pursuant to second FY 2019 budget amendment – approved at the June 12th City Council meeting). Recommendation Staff recommends approval of the attached ordinance. Memorandum To: Public Works Committee From: Rob Fredrickson, Finance Director Date: June 14, 2018 Subject: Fiscal Year 2019 Budget Amendment Ordinance No. 2018-____ Page 1 Ordinance No. 2018-____ AN ORDINANCE AUTHORIZING THE FIFTH AMENDMENT TO THE ANNUAL BUDGET OF THE UNITED CITY OF YORKVILLE, FOR THE FISCAL YEAR COMMENCING ON MAY 1, 2018 AND ENDING ON APRIL 30, 2019 WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non-home rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, pursuant to 65 ILCS 5/8-2-9.4, the City adopted Ordinance No. 2018-26 on April 10, 2018 adopting an annual budget for the fiscal year commencing on May 1, 2018 and ending on April 30, 2019; and, WHEREAS, pursuant to 65 ILCS 5/8-2-9.6, by a vote of two-thirds of the members of the corporate authorities then holding office, the annual budget of the United City of Yorkville may be revised by deleting, adding to, changing or creating sub-classes within object classes and object classes themselves. No revision of the budget shall be made increasing the budget in the event funds are not available to effectuate the purpose of the revision; and, WHEREAS, funds are available to effectuate the purpose of this revision. NOW THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: That the amounts shown in Schedule A, attached hereto and made a part hereof by reference, increasing and/or decreasing certain object classes and decreasing certain fund balances in the General and City-Wide Capital funds with respect to the United City of Yorkville’s 2018-2019 Budget are hereby approved. Section 2: This ordinance shall be in full force and effect from and after its passage and approval according to law. Ordinance No. 2018-____ Page 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ______ day of ___________________, 2018. ______________________________ CITY CLERK CARLO COLOSIMO ________ KEN KOCH ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ ALEX HERNANDEZ ________ Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this ______ day of ___________________, 2018. ______________________________ MAYOR FY 2019 FY 2019 FY 2016 FY 2017 FY 2018 FY 2018 Adopted Amended Actual Actual Budget Projected Budget Budget Revenue Intergovernmental 135,722 534,354 200,224 292,754 - - Licenses & Permits 141,203 196,003 73,000 173,500 91,500 91,500 Charges for Service 700,156 718,872 700,000 730,000 730,000 730,000 Investment Earnings 1,630 3,703 1,000 6,750 1,000 1,000 Reimbursements 399,561 199,851 472,617 367,560 1,111,077 1,111,077 Other Financing Sources 210,243 73,502 1,258,924 1,263,397 250,000 569,725 Total Revenue 1,588,515 1,726,285 2,705,765 2,833,961 2,183,577 2,503,302 Expenditures Contractual Services 130,762 107,274 161,675 267,144 218,675 218,675 Supplies 8,913 27,847 35,000 25,000 25,000 25,000 Capital Outlay 2,711,081 2,825,760 2,990,753 2,990,926 1,888,049 2,207,774 Debt Service 405,937 404,138 403,588 403,588 407,563 407,563 Other Financing Uses 12,621 9,645 78,510 95,074 82,866 82,866 Total Expenditures 3,269,314 3,374,664 3,669,526 3,781,732 2,622,153 2,941,878 Surplus (Deficit)(1,680,799)(1,648,379)(963,761)(947,771)(438,576)(438,576) Ending Fund Balance 3,003,908 1,355,530 144,741 407,759 (30,817)(30,817) 91.9%40.2%3.9%10.8%-1.2%-1.0% The City-Wide Capital Fund is used to maintain existing and construct new public infrastructure, and to fund other improvements that benefit the public. CITY-WIDE CAPITAL FUND (23) ($1,000) $0 $1,000 $2,000 $3,000 $4,000 Thousands1 23 FY 2016 FY 2017 FY 2018 FY 2018 FY 2019 FY 2019 Account Actual Actual Budget Projected Adopted Amended Intergovernmental 23-000-41-00-4161 FEDERAL GRANTS - ITEP DOWNTOWN 11,244 31,109 1,600 540 - - 23-000-41-00-4169 FEDERAL GRANTS - MILL STREET LAFO 1,075 24,606 - - - - 23-000-41-00-4178 FEDERAL GRANTS - ITEP KENNEDY RD TRAIL 71,327 2,475 133,424 227,014 - - 23-000-41-00-4188 STATE GRANTS - EDP WRIGLEY (RTE 47)52,076 476,164 65,200 65,200 - - 23-000-42-00-4210 BUILDING PERMITS - 35,365 - 50,000 - - 23-000-42-00-4214 DEVELOPMENT FEES - CW CAPITAL 6,150 1,085 6,000 3,500 3,500 3,500 23-000-42-00-4216 BUILD PROGRAM PERMITS 85,565 61,008 - - - - 23-000-42-00-4218 DEVELOPMENT FEES - MUNI BLDG 7,077 9,645 7,000 30,000 18,000 18,000 23-000-42-00-4222 ROAD CONTRIBUTION FEE 40,000 88,000 60,000 90,000 70,000 70,000 23-000-42-00-4224 RENEW PROGRAM PERMITS 2,411 900 - - - - 23-000-44-00-4440 700,156 718,872 700,000 730,000 730,000 730,000 23-000-45-00-4500 1,630 3,703 1,000 6,750 1,000 1,000 23-000-46-00-4606 REIMB - COM ED 316,905 - - - - - 23-000-46-00-4607 REIMB - BLACKBERRY WOODS 11,999 131,574 - 7,797 7,549 7,549 23-000-46-00-4608 REIMB - KENNEDY RD IMPROVEMENTS - - 160,000 160,000 - - 23-000-46-00-4620 REIMB - PULTE (AUTUMN CREEK)25,703 - - - - - 23-000-46-00-4621 REIMB - FOUNTAIN VILLAGE - - - 16,820 256,528 256,528 23-000-46-00-4622 REIMB - WHISPERING MEADOWS - - - - 800,000 800,000 23-000-46-00-4630 REIMB - STAGECOACH CROSSING - 63,404 - - - - 23-000-46-00-4660 REIMB - PUSH FOR THE PATH 38,618 1,413 312,617 118,943 29,000 29,000 23-000-46-00-4690 6,336 3,460 - 64,000 16,000 16,000 23-000-48-00-4845 DONATIONS - - - - 2,000 2,000 23-000-49-00-4905 LOAN PROCEEDS 152,183 - - - - - 23-000-49-00-4910 SALE OF CAPITAL ASSETS - 1,900 - - - - 23-000-49-00-4916 TRANSFER FROM GENERAL - CW B&G 58,060 71,602 160,000 247,415 - - 23-000-49-00-4923 TRANSFER FROM GENERAL - CW CAPITAL - - - - 250,000 569,725 23-000-49-00-4951 TRANSFER FROM WATER - - 1,098,924 1,015,982 - - $569,725 $2,503,302 United City of Yorkville City-Wide Capital Fund $0 $91,500 $730,000 $1,000 $1,111,077$1,111,077 $250,000 $472,617Total:$399,561 Charges for Service ROAD INFRASTRUCTURE FEE $2,183,577Total: CITY-WIDE CAPITAL REVENUE Other Financing Sources Total:Other Financing Sources $210,243 $1,588,515 $2,705,765 $73,502 $1,258,924 $1,726,285 $1,263,397 $2,833,961 $91,500 CITY-WIDE CAPITAL FUND REVENUE Description $292,754 $173,500 $534,354 Licenses & Permits Licenses & Permits $141,203 $135,722Total:Intergovernmental $0 $730,000 $1,000 $367,560 $6,750 $1,000 Total: $200,224 $196,003 $73,000 Total:Investment Earnings $1,630 Total:Charges for Service $700,156 REIMB - MISCELLANEOUS $199,851Reimbursements & Miscellaneous $700,000 $730,000 $3,703 $718,872 Investment Earnings INVESTMENT EARNINGS Reimbursements & Miscellaneous 2 216 FY 2016 FY 2017 FY 2018 FY 2018 FY 2019 FY 2019 Account Actual Actual Budget Projected Adopted Amended 23-216-54-00-5405 BUILD PROGRAM 8,945 4,850 - - - - 23-216-54-00-5446 PROPERTY & BLDG MAINT SERVICES 40,202 43,755 125,000 222,415 150,000 150,000 23-216-56-00-5626 HANGING BASKETS - - - - 2,000 2,000 23-216-56-00-5656 PROPERTY & BLDG MAINT SUPPLIES 8,913 27,847 35,000 25,000 25,000 25,000 23-216-60-00-6013 BEECHER CENTER - - - - - 319,725 23-216-60-00-6020 BUILDINGS & STRUCTURES - - - - 40,000 40,000 Other Financing Uses 23-216-99-00-9901 TRANSFER TO GENERAL 7,077 9,645 7,000 30,000 18,000 18,000 $152,000 $359,725 $18,000 $554,725 United City of Yorkville City-Wide Capital Fund Capital Outlay Total:Supplies $8,913 $27,847 $35,000 $25,000 $25,000 $25,000 $0 $0 $40,000 Supplies Total:Capital Outlay $0 $0 $18,000 Total: CW B&G EXPENDITURES $65,137 $86,097 $167,000 $277,415 $235,000 Total:Other Financing Uses $7,077 $9,645 $7,000 $30,000 $125,000 $222,415 $152,000 CITY-WIDE BUILDING & GROUNDS EXPENDITURES Description Contractual Services Total:Contractual Services $49,147 $48,605 3 230 FY 2016 FY 2017 FY 2018 FY 2018 FY 2019 FY 2019 Account Actual Actual Budget Projected Adopted Amended 23-230-54-00-5405 BUILD PROGRAM 76,620 56,158 - - - - 23-230-54-00-5406 RENEW PROGRAM 2,411 900 - - - - 23-230-54-00-5465 ENGINEERING SERVICES 1,370 - 35,000 35,000 65,000 65,000 23-230-54-00-5497 PROPERTY TAX PAYMENT - - - 8,054 - - 23-230-54-00-5498 PAYING AGENT FEES 475 475 475 475 475 475 23-230-54-00-5499 BAD DEBT 739 1,136 1,200 1,200 1,200 1,200 23-230-60-00-6007 KENNEDY ROAD - AUTUMN CREEK 25,703 - - - - - 23-230-60-00-6008 BEECHER & CORNEILS ROAD 318,507 - - - - - 23-230-60-00-6009 WRIGLEY (RTE 47) EXPANSION 57,430 454,548 65,200 65,200 - - 23-230-60-00-6011 PROPERTY ACQUISITION - 160,877 - - - - 23-230-60-00-6014 BLACKBERRY WOODS 11,999 131,574 - 7,797 7,549 7,549 23-230-60-00-6016 US34 (CENTER/ELDAMIAN RD) PROJECT - - 151,300 19,500 110,226 110,226 23-230-60-00-6017 STAGECOACH CROSSING - 63,304 - - - - 23-230-60-00-6018 GREENBRIAR POND NATURALIZATION 12,632 8,649 4,672 5,109 5,000 5,000 23-230-60-00-6019 BRISTOL BAY ACCESS ROAD - - 50,000 40,699 - - 23-230-60-00-6021 PAVILLION ROAD STREAMBANK STABILIZATION - - - - 110,000 110,000 23-230-60-00-6023 FOUNTAIN VILLAGE SUBDIVISION - - - 16,820 256,528 256,528 23-230-60-00-6025 ROAD TO BETTER ROADS PROGRAM 509,430 695,767 400,000 771,007 100,000 100,000 23-230-60-00-6034 WHISPERING MEADOWS SUBDIVISION - - - - 1,070,000 1,070,000 23-230-60-00-6041 SIDEWALK CONSTRUCTION 3,598 806 7,500 3,000 5,000 5,000 23-230-60-00-6048 14,055 39,088 2,000 675 - - 23-230-60-00-6058 RT 71 (IL 47/ORCHARD RD) PROJECT - - - - 30,333 30,333 23-230-60-00-6059 US 34 (IL 47/ORCHARD RD) PROJECT - 16,497 94,600 81,682 98,413 98,413 23-230-60-00-6073 GAME FARM ROAD PROJECT 1,377,783 13,364 - 328,914 - - 23-230-60-00-6075 RIVER ROAD BRIDGE PROJECT 152,183 - - - - - 23-230-60-00-6082 COUNTRYSIDE PKY IMPROVEMENTS 117,202 1,211,639 645,940 627,417 - - 23-230-60-00-6084 CENTER & COUNTRYSIDE IMPROVEMENTS - - 522,000 228,480 - - 23-230-60-00-6086 KENNEDY ROAD IMPROVEMENTS - 25,753 601,500 384,669 10,000 10,000 23-230-60-00-6094 KENNEDY ROAD BIKE TRAIL 109,946 3,894 446,041 409,957 45,000 45,000 23-230-60-00-6095 613 - - - - - Debt Service - 2014A Bond 23-230-78-00-8000 PRINCIPAL PAYMENT 135,000 185,000 190,000 190,000 190,000 190,000 23-230-78-00-8050 INTEREST PAYMENT 195,937 144,138 138,588 138,588 132,888 132,888 $58,669 $36,675 $330,937 $329,138 $328,588 United City of Yorkville City-Wide Capital Fund $66,675 $1,848,049 $322,888 DOWNTOWN STREETSCAPE IMPROVEMENT SUNFLOWER ESTATES - DRAINAGE IMPROV $44,729 $2,990,926$2,990,753$2,825,760 $1,848,049 CITY-WIDE CAPITAL EXPENDITURES Description $66,675 Contractual Services Total:Contractual Services $81,615 Capital Outlay Total:Capital Outlay $2,711,081 $328,588 $322,888Total:Debt Service - 2014A Bond 4 230 FY 2016 FY 2017 FY 2018 FY 2018 FY 2019 FY 2019 Account Actual Actual Budget Projected Adopted Amended United City of Yorkville City-Wide Capital Fund CITY-WIDE CAPITAL EXPENDITURES Description Kendall County Loan - River Road Bridge 23-230-97-00-8000 PRINCIPAL PAYMENT 75,000 75,000 75,000 75,000 84,675 84,675 Other Financing Uses 23-230-99-00-9915 TRANSFER TO MOTOR FUEL TAX 5,544 - - - - - 23-230-99-00-9951 TRANSFER TO WATER - - 71,510 65,074 64,866 64,866 $75,000 $2,387,153 $84,675 $64,866 $75,000 $2,387,153Total: CITY-WIDE CAP EXPENDITURES $3,204,177 $3,504,317$3,288,567 $3,502,526 Total:Other Financing Uses $5,544 $0 $71,510 $65,074 $64,866 $84,675Total:Kendall Co Loan - River Rd Bridge $75,000 $75,000 5 FY 2019 FY 2019 FY 2016 FY 2017 FY 2018 FY 2018 Adopted Amended Actual Actual Budget Projected Budget Budget Revenue Taxes 10,330,920 10,736,464 10,899,060 10,910,998 11,014,213 11,014,213 Intergovernmental 2,311,978 2,235,395 2,379,022 2,259,827 2,512,487 2,512,487 Licenses & Permits 213,451 315,862 253,000 361,000 336,000 336,000 Fines & Forfeits 123,639 140,250 140,225 125,545 130,400 130,400 Charges for Service 1,401,384 1,465,678 1,365,564 1,500,764 1,535,112 1,535,112 Investment Earnings 6,394 21,197 15,000 35,000 20,000 20,000 Reimbursements 113,024 66,449 55,000 64,338 55,000 55,000 Miscellaneous 21,919 19,848 23,750 21,750 21,750 21,750 Other Financing Sources 7,077 9,645 7,000 30,000 18,000 18,000 Total Revenue 14,529,786 15,010,788 15,137,621 15,309,222 15,642,962 15,642,962 Expenditures Salaries 3,958,489 4,212,964 4,618,075 4,575,428 4,901,639 4,901,639 Benefits 2,447,779 2,635,062 3,086,500 2,903,642 3,056,457 3,056,457 Contractual Services 4,593,459 4,793,382 4,794,807 4,960,921 4,937,900 5,046,691 Supplies 216,288 197,932 274,353 274,642 330,998 330,998 Other Financing Uses 2,448,123 2,649,065 2,948,210 3,030,682 2,725,186 3,044,911 Total Expenditures 13,664,138 14,488,405 15,721,945 15,745,315 15,952,180 16,380,696 Surplus (Deficit)865,648 522,383 (584,324)(436,093)(309,218)(737,734) Ending Fund Balance 5,691,706 6,214,089 5,383,778 5,777,996 5,468,778 5,040,262 41.7%42.9%34.2%36.7%34.3%30.8% GENERAL FUND (01) The General Fund is the City’s primary operating fund. It accounts for major tax revenue used to support administrative and public safety functions. $0 $2,000 $4,000 $6,000 $8,000 ThousandsFund Balance 6 Administrative Services Cost Centers - Police Special Detail - Liability & Workers Compensation Insurance - Information Technology Services -Tax Rebate Agreements - Engineering Services FY 2019 FY 2019 FY 2016 FY 2017 FY 2018 FY 2018 Adopted Amended Actual Actual Budget Projected Budget Budget Expenditures Salaries 6,129 800 26,964 17,440 500 500 Benefits 326,795 331,679 371,211 336,369 375,608 375,608 Contractual Services 2,408,252 2,770,751 2,822,006 2,995,870 2,945,232 2,945,232 Supplies 27,873 11,106 5,000 15,000 15,000 15,000 Other Financing Uses 2,448,123 2,649,065 2,948,210 3,030,682 2,725,186 3,044,911 Total Administrative Services Department 5,217,172 5,763,401 6,173,391 6,395,361 6,061,526 6,381,251 - Interfund Transfers - Reimbursable Repairs - Legal Services The Administrative Services Department accounts for General Fund expenditures that are shared by all departments and cannot be easily classified in one department. ADMINISTRATIVE SERVICES DEPARTMENT $0 $1,000 $2,000 $3,000 $4,000 $5,000 $6,000 $7,000 Thousands7 640 FY 2016 FY 2017 FY 2018 FY 2018 FY 2019 FY 2019 Account Actual Actual Budget Projected Adopted Amended 01-640-50-00-5016 SALARIES - SPECIAL CENSUS - - 26,464 16,740 - - 01-640-50-00-5092 POLICE SPECIAL DETAIL WAGES 6,129 800 500 700 500 500 01-640-52-00-5214 FICA CONTRIBUTION-SPECIAL CENSUS - - - 1,281 - - 01-640-52-00-5230 UNEMPLOYMENT INSURANCE 18,460 11,298 20,000 10,527 20,000 20,000 01-640-52-00-5231 LIABILITY INSURANCE 279,135 286,792 308,503 295,955 313,712 313,712 01-640-52-00-5240 RETIREES - GROUP HEALTH INSURANCE 27,988 33,255 42,101 27,999 41,367 41,367 01-640-52-00-5241 RETIREES - DENTAL INSURANCE 1,052 260 530 530 449 449 01-640-52-00-5242 RETIREES - VISION INSURANCE 160 74 77 77 80 80 01-640-54-00-5418 PURCHASING SERVICES - 5,187 50,000 51,863 53,419 53,419 01-640-54-00-5421 PPRT TAX REBATE 2,045 - - - - - 01-640-54-00-5423 IDOR ADMINISTRATION FEE - - - 51,934 57,357 57,357 01-640-54-00-5427 GC HOUSING RENTAL ASSISTANCE - - 12,000 3,000 12,000 12,000 01-640-54-00-5428 UTILITY TAX REBATE - - 14,375 14,375 14,375 14,375 01-640-54-00-5432 FACILITY MANAGEMENT SERVICES - - 35,000 6,000 50,000 50,000 01-640-54-00-5439 AMUSEMENT TAX REBATE 60,628 61,613 64,000 62,000 60,000 60,000 01-640-54-00-5449 KENCOM 72,679 74,842 78,584 119,559 110,958 110,958 01-640-54-00-5450 INFORMATION TECHNOLOGY SERVICES 50,875 117,691 160,280 210,000 136,000 136,000 01-640-54-00-5456 CORPORATE COUNSEL 88,017 102,825 120,000 105,000 110,000 110,000 01-640-54-00-5461 LITIGATION COUNSEL 166,659 211,454 120,000 200,000 120,000 120,000 01-640-54-00-5463 SPECIAL COUNSEL 19,767 4,815 25,000 10,000 20,000 20,000 01-640-54-00-5465 ENGINEERING SERVICES 368,071 350,899 390,000 390,000 390,000 390,000 01-640-54-00-5473 KENDALL AREA TRANSIT 23,550 23,550 25,000 23,550 25,000 25,000 01-640-54-00-5475 CABLE CONSORTIUM FEE 86,054 92,765 85,000 92,000 92,000 92,000 01-640-54-00-5478 SPECIAL CENSUS - 108,093 - 3,349 - - 01-640-54-00-5481 HOTEL TAX REBATE 72,375 65,166 76,500 72,000 72,000 72,000 01-640-54-00-5486 ECONOMIC DEVELOPMENT 47,564 160,359 114,100 145,725 145,000 145,000 01-640-54-00-5491 CITY PROPERTY TAX REBATE 1,286 1,286 1,500 1,233 1,500 1,500 01-640-54-00-5492 SALES TAX REBATE 856,785 879,408 941,367 914,584 928,303 928,303 01-640-54-00-5493 BUSINESS DISTRICT REBATE 368,899 387,157 387,300 387,182 425,320 425,320 01-640-54-00-5494 ADMISSIONS TAX REBATE 121,799 122,007 120,000 130,766 120,000 120,000 01-640-54-00-5499 BAD DEBT 1,199 1,634 2,000 1,750 2,000 2,000 United City of Yorkville General Fund $500 $375,608 $2,945,232$2,822,006 $2,995,870 $17,440$26,964 $336,369$371,211 $2,945,232 ADMINISTRATIVE SERVICES Description Benefits $800 Salaries Total:Salaries $6,129 Total:Benefits $326,795 $331,679 $500 $375,608 Contractual Services Total:Contractual Services $2,408,252 $2,770,751 8 640 FY 2016 FY 2017 FY 2018 FY 2018 FY 2019 FY 2019 Account Actual Actual Budget Projected Adopted Amended United City of Yorkville General Fund ADMINISTRATIVE SERVICES Description 01-640-56-00-5625 REIMBURSABLE REPAIRS 27,873 11,106 5,000 15,000 15,000 15,000 01-640-99-00-9915 TRANSFER TO MOTOR FUEL TAX 25,407 33,750 - - - - 01-640-99-00-9923 TRANSFER TO CITY-WIDE CAPITAL - - - - 250,000 569,725 01-640-99-00-9916 58,060 71,602 160,000 247,415 - - 01-640-99-00-9942 TRANSFER TO DEBT SERVICE 127,243 266,979 315,225 313,725 318,725 318,725 01-640-99-00-9952 TRANSFER TO SEWER 1,134,654 1,134,052 1,137,166 1,137,166 856,583 856,583 01-640-99-00-9979 TRANSFER TO PARK & RECREATION 1,076,831 1,118,638 1,308,583 1,308,583 1,274,699 1,274,699 01-640-99-00-9982 TRANSFER TO LIBRARY OPERATIONS 25,928 24,044 27,236 23,793 25,179 25,179 $6,381,251 $15,000 $3,044,911 Total: ADMINISTRATIVE SERVICES $5,000 $15,000 $2,725,186 $6,061,526 $15,000 $5,217,172 $5,763,401 $6,173,391 $27,873 $2,948,210 TRANSFER TO CW BUILDINGS & GROUNDS $6,395,361 Other Financing Uses $2,448,123 $2,649,065 Supplies Total:Other Financing Uses $3,030,682 $11,106Total:Supplies 9 Summary Discussion of the bids received for the replacement of (2) existing HVAC Units at the Beecher Community Center. Background Earlier this year, Farren Heating & Cooling of Yorkville, responded to a lack of heating at the Beecher Community Center. They diagnosed that the heating portions on both Mammoth HVAC units (300,000 &235,000 BTUs of heating), have failed and cannot be repaired, because parts are unavailable based on the age of the units that were installed in 1981, and they are also past their useful life expectancy. The existing units will not be able to heat the building when the temperatures fall later this year. The existing units are under a roof system that was added after the units were original installed, because of persistent roof leaks. Based on this information, staff proceeded with the creation of a RFP, and went out to formal bid. The RFP calls for the existing units to be disconnected, removed and disposed of, from under the roof line. The replacement units are to be installed on the ground level on a concrete pad, to allow the units better ventilation and easier access for future repairs. A 6” thick concrete pad will be installed on ground level to hold the new units, and a 6’ tall cedar fence, with a gate, will be installed around the pad for security. Insulated galvanized ductwork, will be run from the new units to the existing ductwork openings inside the roofed in area. The new units will include economizers and power exhaust, which will allow a more energy efficient way to heat and cool the building. The existing manual thermostats will be replaced with a new Honeywell thermostat control system, which will allow the systems to be monitored and controlled remotely. The new HVAC units will come with a 5 year manufacturer’s warranty, and all work will come with a 1 year labor warranty. Seven contractors attended the Pre-Bid Meeting on June 24, 2018. Of those 7 contractors, 2 submitted their bids on 5/24/18. The low bidder was R.J. O’Neil at $173,096 (including all 3 alternates), but after the bid opening, they provided a letter clarifying their bid and also noted that they did not include some items in their bid. Based on these exclusions, R.J. O’Neil was disqualified, and Trico Mechanical became the low bidder at $319,725 (including all 3 alternates). The current bid pricing from Trico Mechanical will expire on 8/22/2018. This project is not part of the approved FY19 budget. Memorandum To: Public Work Committee From: Steve Raasch, Facilities Manager CC: Bart Olsen, City Administrator, Erin Willrett, Assistant City Administrator, Eric Dhuse, Director of Public Works Date: June 12, 2018 Subject: Beecher Community Center HVAC Replacement Recommendation Staff recommends the approval of the Trico Mechanical Proposal, 3 alternates, and 3 addendums, before 8/22/2018, for a cost not to exceed $319,725. If approved, a budget amendment would be required. If the committee agrees, staff would forward the attached contract and resolution for approval at a future City Council meeting. Attachments RFP Addendums 1-3 Trico Mechanical Proposal RJ O’Neil Proposal RJ O’Neil Letter additional notes and changes to their original proposal Contract United City of Yorkville, Illinois REQUEST FOR PROPOSAL for an HVAC System Replacement at the Beecher Center Legal Notice Posted: April 25, 2018 Pre-Bid Meeting May 8, 2018 at 10:00 AM Proposals Due: May 17, 2018 at 10:00AM 2 | P a g e United City of Yorkville REQUEST FOR PROPOSAL HVAC System Replacement at the Beecher Center May 2018 Table of Contents A. Legal Notice to Bidders B. General Information C. Introduction D. Project Specifications E. Instructions to Bidders F. Contract G. Bid Certifications H. References I. Subcontractors J. Equipment List K. Bid Proposal Sheet L. Bid Sheet Signature M. Contractor Bid Agreement United City of Yorkville, Illinois LEGAL NOTICE Request for Proposal 3 | P a g e HVAC System Replacement at the Beecher Center Sealed bids for an HVAC system replacement at the Beecher Center will be received at the address listed below until May 17, 2018 at 10:00 a.m. All bids will be publicly opened immediately thereafter. Proposals Bids not physically received by the City by 10:00 a.m. on May 17, 2018 will be returned, unopened to the bidder. Emailed or faxed proposals will not be accepted. All proposals should be addressed and delivered to: United City of Yorkville RE: (Vendor Name) Bid for HVAC System Replacement at the Beecher Center Attention: Steve Raasch, Facilities Manager 800 Game Farm Road Yorkville, IL 60560 There will be a Pre-Bid Meeting at Yorkville City Hall on Tuesday, May 8, 2018 at 10:00 AM. Bid packets are available online at http://www.yorkville.il.us. The link can be found under the Business tab - Bids & RFPs. Additional packets may be picked up at City Hall, 800 Game Farm Road, Yorkville, IL 60560. City Hall is open Monday through Friday, 8:00AM to 4:30PM. Each bid must be accompanied by a Bid Guarantee in the form of a Bid Bond from a company with an A-1 best rating, or a cashier’s check in the amount of ten percent (10%) of the bid and made payable to the United City of Yorkville, 800 Game Farm Road, Yorkville, IL 60560. No bid shall be withdrawn for a period of thirty (30) days after the bid opening date without the consent of the City. Checks or drafts of unsuccessful bidders will be returned as soon as possible after award and execution of the contract. Contractor must comply with Prevailing Wage Act. Any questions concerning this Request For Proposal, the actual specifications or the plans can be forwarded by email to Eric Dhuse at edhuse@yorkville.il.us no later than May 10, 2018 at 5PM. The City Council will make the final selection and award of the contract. The City Council reserves the right to accept or reject any and all bids, to waive technicalities and to accept or reject any item of any bid. No communication, except as otherwise allowed in the specifications, shall occur regarding this Request For Proposal, including requests for information, or speculation between Bidder’s or any of their individual members and any City elected official, employee or independently contracted employees or consultants. Failure to comply with this provision may result in offeror’s proposal being removed from consideration Any cost incurred by the Bidder in preparation, transmittal, or presentation of any information or material submitted in response to the RFP, shall be borne solely by the Bidder. Page | 1 General Information The United City of Yorkville is seeking an experienced individual or firm for the removal and replacement of the HVAC system at the Beecher Center. The Beecher Center is located at 901 Game Farm Rd, Yorkville, IL 60560. The Contractor shall furnish and provide all labor, materials, tools, equipment and machinery, unless otherwise specified, necessary to perform and complete, in a good and workmanlike manner, the removal and replacement of the HVAC system at the Beecher Center . The Contractor is responsible for being familiar with all conditions, instructions, and documents governing this contract. Failure to make such preparations shall not excuse the Contractor from performance of the duties and obligations imposed under the term of this contract. Introduction Project Description: The City is requesting proposals according to the Project Specifications and Plans contained herein (the “Project”). The Project consists of the removal and replacement of the HVAC system of the Beecher Center. All equipment is currently roof mounted and concealed in ventilated attic/roof space. A job site visit is expected to submit a comprehensive bid. Project Specifications and Plans Scope of Work: The City is requesting a turn-key proposal for the replacement of one (1) Mammoth packaged heat/cool RTU and one (1) Mammoth heat only RTU with DX Condenser. All equipment is currently roof mounted and concealed in ventilated attic/roof space. Bidders must completely familiarize themselves with the specifications in this bid document. Description of Work. • Demo and removal existing equipment from the job site. • Capping/covering of exiting unused roof curbs with galvanized steel caps, insulated on inside of cap with 1” insulation. • Below is the basis for design and the Contractor will be responsible for producing a set of engineered and stamped drawings for the following: 1) Install two (2) Packaged Heat/cool units sized to handle current spaces conditioned by the units designated for replacement. New units to be side discharge, equipped with: economizers with built in power exhaust, humidification control, and CO2 monitoring, include new flat curbs supplied by manufacture. Acceptable manufactures: Trane, Carrier Corp or equivalent. All submitting companies must submit manufacture and basic model numbers, manufacturer specifications and cut sheets with the bid submittals. 2) New units to be set to be set on manufactured supplied equipment curbs and new 6” thick concrete reinforced concrete pad, large enough to allow for manufactures required clearance. All pad work, grading and reseeding to be included in quote, spoils that are not used for back fill or final grading to be hauled off site at the expense of the contractor awarded the project. Exact location of new concrete pad to be approved by the City of Yorkville. This will be a separate line item. The City may be able to provide the concrete slab, time permitting. 2 | P a g e 3) Supply and return duct to be extended from point of disconnection in attic space and connected to side discharge connections of corresponding new unit. 4) Contractor to supply stainless steel ductwork for all exterior ductwork until the interior connection is made. 5) Bid needs to include hail guards installed on each unit. 6) Electric and gas from demo’d units from shall be extended to from attic space to location of new units. All shut offs and disconnects in attic space to be removed and new shut offs and disconnect switches to be installed per code at locatio n of new units. Contractor to confirm that existing wiring, breakers and gas is of proper size and should include any needed upgrades in their proposal. 7) Controls- Shall be stand alone digital thermostats with (7) day programmable schedule, capable of controlling all functions of the new HVAC equipment. Thermostats should also have a wifi option so that the Facilities Manager or Public Works Director can monitor them through a cell phone application. 8) Six (6) foot tall Cedar privacy fence with locking double door gate sized large enough to allow for future service or replacement of units shall be installed around concrete pad. 9) Existing Condenser discharge opening in roof to have rain proof outside air hoods installed to allow for ventilation of attic space. 10) Existing wood louvers on the south side of the building used for access to the attic space shall be removed and discarded to allow for new duct work, access must be maintained to allow for access into space. 11) Duct Insulation-All Exterior Supply and Return Duct work to be externally insulated with 2” thick fiberglass board with Venture Clad wrap. 12) Test & Balance- At end of project the contractor will turn in a TAB certified report showing: Manufactures test data, fan curves, total cfm, and static along with any other relative performance data associated with specified equipment. Any belts, sheaves or pulleys needed for adjustments to be installed with no added expense t o the City of Yorkville. Submittals: Contractor will be responsible for submitting the final design to the Director and/or Facilities Manager for review and approval. The equipment submittals shall be approved and stamped by a mechanical engineer. Training: Contractor to provide one (1) training session for owners representative. Training to include controls and general maintenance. Billing/Invoicing: All billing and invoicing should be done at the completion of the project. Billing will include the date, the items supplied with serial numbers, and the total cost of each line item. After receipt of a correct invoice, payments shall be due and owing by the City in accordance with the terms and provisions of the Local Government Prompt Payment Act, Illinois Compiled Statutes, Ch. 50, Sec. 505, et. seq.; If, in the opinion of the City, the Contractor has not or is not satisfactorily perfor min g the work covered by this specification, and within three (3) business days of receipt of a written demand from the City, for p e rfo r m anc e , has not cured a n y defect in performance specifically itemized in such demand, the City may, at its option: a) Withhold payment. 3 | P a g e b) Consider all or any part of this contract breached and terminate the contractor, or c) May hire another contractor to cure any defects in performance or complete all work covered by this specification for the remaining term of this contract. d ) Any demand for performance shall be specifically delivered to contractor by personal delivery, certified or registered mail. The City will make periodic inspections and follow up as needed with the contractor to discuss any issues, etc. Warranty: Contractor shall ensure a five (5) manufacturer’s warranty coverage and/or warranty service on any and all items including goods, materials, or equipment provided to the City. All Manufacturer warranties shall be passed through to the City. Such warranty shall not be deemed waived either by reason of the City’s acceptance of said material or goods or by payment for them. The Contractor shall assist the City with replacement of all defective or damaged goods. Contractor to provide one (1) year labor warranty on installation. Labor Warranty to start on date of owner training. Annual Maintenance: Contractor to provide pricing for an annual maintenance contract to cover preventative maintenance and change over costs for the twice annual start-up and shut down of the units. Disposal of Material: Contractor shall legally dispose of all waste material generated from the project at a dump site compliant with Local, State and Federal regulations. Contractor shall provide a report of the amount in cubic yards of material disposed and where the material was disposed. The contractor will be required to provide & sign a disposal certificate acknowledgement form. In addition, Contractor shall reclaim refrigerant per EPA guidelines- documentation of this must be turned in at end of job. Completion of Project: Contractor to supply owner with (2) copies of equipment O & M manuals, Test and Balance Report, Approved Equipment Submittals, Warranty letter stating start and finish dates for both manufactures warranty and labor warranty. Prevailing wage Law: This project is subject to the Illinois Prevailing Wage Act. Conditions: The Contractor is responsible for being familiar with all conditions of this project and delivery location. Failure to make such investigation and preparations shall not excuse the Contractor from performance of the duties and obligations imposed under the terms of this contract. Traffic Control: The Bidder will be responsible for maintenance of traffic during the Project. If necessary, the Bidder must use flag men, traffic cones and advance warning signs to assist with traffic flow and comply with the State of Illinois Traffic Control Manual. Debris: The Bidder shall clean and maintain all work areas at all times. Effective dust control by use of spray systems or other means shall be maintained at all times. Protection of Property and Utilities: All reasonable precautions will be taken to protect public and private property such as pavements, sidewalks, lawns, fences, bushes, trees, shrubs, catch basins, manholes, drains, utilities, buildings and other property from undue damage. If the Director of Public Works determines that the Contractor has damaged or destroyed property, it shall be repaired or replaced to the satisfaction of the Director at the Contractor’s expense. 4 | P a g e If Applicable, the Contractor shall have full responsibility for locating all underground facilities in work areas, whether shown or not shown on the Drawings, and contacting JULIE for coordination of the work with the owners of such underground facilities during construction, for the safety and protection thereof, and repairing any damage thereto resulting from the Project; the cost of which shall be included in the Contract Unit Prices for the items specified. Rules, regulations, and codes governing the respective utilities which may be encountered shall be observed in executing all work Accident Reporting: All accidents occurring on the job which damage public or private property, result in injuries to workers or other persons, or damage to utilities shall be promptly reported to the City’s Police and to the Public Works Department. The person or company submitting the bid shall at all times observe and conform to all laws, ordinances, and regulations of the Federal, State, and City which may in any manner affect the bid. NOTE: Scope of Work was written with the help of Trico Mechanical, Inc. of Sugar Grove, IL. 5 | P a g e Instructions to Bidders 1. Receipt of Bid: May 17, 2018; 10:00 A.M. 2. Basis of Bid: Sealed bids will be received until the above noted time and date. 3. Project Description: HVAC system replacement for the Beecher Center 4. Preparation and Submission of Bids: A. Each bid shall be submitted on the exact form furnished. All blank spaces for bid prices, unit costs and alternates must be filled in using both words and figures if indicated. In case of any discrepancy in the amount bid, the prices expressed in written words shall govern. B. Each Bidder must complete, execute and submit with its bid a certifications regarding public contracting. C. Each Bidder must submit a complete bid package, including the following items: i. Signed Contract ii. Bid Certifications iii. Bid Sheet iv. Contract v. References vi. Subcontractors List. vii. Equipment List viii. Bid Guarantee in the amount of 10% of the total of project. D. One (1) paper copy of the bid and one electronic version of the bid on a flash drive in a *.pdf (Adobe Acrobat) version shall be submitted in a sealed envelope on or before the time stated and shall bear the name of the individual, firm, or corporation submitting the Bid and the Bid Name - “HVAC System replacement for the Beecher Center”. E. Bidders may attach separate sheets to the bid for the purpose of explanation, exception, alternate bid and to cover unit prices, if needed. F. Bidders may withdraw their bid either personally or by written request at any time before the hour set for the bid opening, and may resubmit it. No bid may be withdrawn or modified after the bid opening except where the award of contract has been delayed for a period of more than ninety (90) days. G. In submitting this bid, the bidder further declares that the only person or party interested in the proposal as principals are those named herein; and that the bid is made without collusion with any other person, firm or corporation. H. The Bidder further declares that he has carefully examined this entire Bid Package, and he has familiarized himself with all of the local conditions affecting the Project and the detailed requirements of this work and understands that in making the bid he waives all rights to plead a misunderstanding regarding same. I. The Bidder further agrees that if the City decides to extend or shorten the completion period, or otherwise alters it by extras or deductions, including elimination of one or more of the items, as provided in the specifications, the Bidder will perform the work as altered, increased or decreased. J. The Bidder further agrees that the City representative may at any time during the progress of the Project covered by this Contract, order other work or materials incidental thereto and that all such work and materials as do not appear in the bid or contract as a 6 | P a g e specific item covered by a lump sum price, and which are not included under the bid price for other items in the Contract, shall be performed as extra work. K. The Bidder further agrees to execute all documents within this Bid Package, for this work and present all of these documents to the City. L. The Bidder further agrees to execute all documents within this Bid Package, obtain a Certificate of Insurance for this work and present all of these documents within fifteen (15) days after the receipt of the Notice of Award. M. The Bidder further agrees to begin work not later than ten (10) days after receipt of the Notice to Proceed, unless otherwise provided, and to execute the work in such a manner and with sufficient materials, equipment and labor as will insure its completion within the time limit specified within the bid, it being understood and agreed that the completion within the time limit is an essential part of the contract. N. By submitting a bid, the Bidder understands and agrees that, if his bid is accepted, and he fails to enter into a contract forthwith, he shall be liable to the City for any damages the City may thereby suffer. O. No bid will be considered unless the party offering it shall furnish evidence satisfactory to the City that he has necessary facilities, ability and pecuniary resources to fulfill the conditions of the Contract. 5. Additional Information Request: Questions regarding this Request for Proposal can be emailed to Steve Raasch, Facilities Manager at SRaasch@yorkville.il.us and specific questions regarding the specifications in this Invitation To Bid can be emailed to Eric Dhuse at EDhuse@yorkville.il.us by the end of business on May 10, 2018. Answers will be provided in writing to all potential Bidders who the City has notice of their intent to submit a bid; No oral comments will be made to any Bidder as to the meaning of the Request for Proposal and Specifications or other contract documents. Bidders will not be relieved of obligations due to failure to examine or receive documents, visit the site or become familiar with conditions or facts of which the Bidder should have been aware of and the City will reject all claims related thereto. Information (other than in the form of a written Addendum issued by the City) from any officer, agent, or employee of the City or any other person shall not affect the risks or obligations assumed by the Bidder or relieve him from fulfilling any of the conditions and obligations set forth in the proposal and other contract documents. Before the proposals are opened, all modification or additions to the proposal documents will be made in the form of a written Addendum issued by the City. Any Addendum issued will be posted on the City’s website. In the event of conflict with the original contract documents, addenda shall govern all other contract documents to the extent specified. Subsequent addenda shall govern over prior addenda only to the extent specified. The Bidder shall be required to acknowledge receipt of the formal Addendum by signing the Addendum and including it with the proposal quotation. Failure of a Bidder to include a signed formal Addendum in its bid shall deem its bid non-responsive: provided, however that the City may waive this requirement if it in its best interest. 6. Conditions: A. The City is exempt from Federal excise tax and the Illinois Retailer's Occupation Tax. This bid shall not include any amounts of money for these taxes. B. To be valid, the bids shall be itemized so that selection for purchase may be made, there being included in the price of each unit the cost of delivery (FOB Destination). 7 | P a g e C. The City shall reserve the right to add or to deduct from the base bid and/or alternate bid any item at the prices indicated in itemization of the bid. D. All bids shall be good for ninety (90) days from the date of the bid opening. 7. Award of Bid: The United City of Yorkville reserves the right to reject any or all bids and to waive any informality or technical error and to accept any bid deemed most favorable to the interests of the United City of Yorkville. A. The items of work not specifically mentioned in the Schedule which are necessary and required to complete the work intended shall be done incidental to and as part of the items of work for which a unit price is given. No additional payment will be made for such incidental work. The Bidder shall be responsible for identifying all costs to complete the project on time and in order to create a functional and operational system in accordance with the Plans and Specifications. B. In addition to price, the City may consider: • Ability, capacity and skill to fulfill the contract as specified. • Ability to supply the commodities, provide the services or complete the construction promptly, or within the time specified, without delay or interference. • Character, integrity, reputation, judgment, experience and efficiency. • Quality of performance on previous contracts. • Previous and existing compliance with laws and ordinances relating to the contract. • Sufficiency of financial resources. • Quality, availability and adaptability of the commodities, services or construction, in relation to the City 's requirements. • Ability to provide future maintenance and service under the contract. • Number and scope of conditions attached to the bid/proposal. • Record of payments for taxes, licenses or other monies due the City . 8. Rejection of Bids: A. The City reserves the right to cancel invitations for bids or requests for proposals without penalty when it is in the best interest of the City. Notice of cancellation shall be sent to all individuals or entities solicited. B. The City reserves the right to reject any or all bids, to waive any minor informality or irregularity in any bid, to negotiate changes and/or modifications with the lowest responsible bidder and to make award to the response deemed to be the most advantageous to the City. Any bid not conforming to the specifications or requirements set forth by the City in the bid request may be rejected. C. Bids may also be rejected if they are made by a bidder that is deemed un- responsible due to a lack of qualifications, capacity, skill, character, experience, reliability, financial stability or quality of services, supplies, materials, equipment or labor. 9. Equal Opportunity: The Bidder will not discriminate against any employee or applicant for employment because of race, color, religion, sex, ancestry, national origin, place of birth, age or handicap unrelated to bona fide occupational qualifications. 10. Non-Discrimination: The Bidder, its employees and subcontractors, agrees not to commit unlawful discrimination and agrees to comply with applicable provisions of the Illinois Human Rights Act, the U.S. Civil Rights Act and Section 504 of the Federal Rehabilitation Act, and rules applicable to each. 8 | P a g e 11. Execution of Documents: The Bidder, in signing his Bid on the whole or on any portion of the work, shall conform to the following requirements: Bids signed by an individual other than the individual represented in the Bid documents shall have attached thereto a power of attorney evidencing authority to sign the Bid in the name of the person for whom it is signed. Bids which are signed for a partnership shall be signed by all of the partners or by an attorney- in-fact. If signed by an attorney-in-fact, there shall be attached to the Bid a power of attorney evidencing authority to sign the bid, executed by the partners. Bids which are signed for a corporation shall have the correct corporate name thereof and the signature of the President or other authorized officer of the corporation manually written below the corporate name. If such Bid is manually signed by an official other than the President of the Corporation, a certified copy of a resolution of the board of directors evidencing the authority of such official to sign the Bid should be attached to it. Such Bid shall also bear the attesting signature of the Secretary of the corporation. 12. Independent Contractor: There is no employee/employer relationship between the Contractor and the City. Contractor is an independent contractor and not the City’s employee for all purposes, including, but not limited to, the application of the Fair Labors Standards Act minimum wage and overtime payments, Federal Insurance Contribution Act, the Social Security Act, the Federal Unemployment Tax Act, the Worker’s Compensation Act (820 ILCS 305/1, et seq.). The City will not (i) provide any form of insurance coverage, including but not limited to health, worker’s compensation, professional liability insurance, or other employee benefits, or (ii) deduct any taxes or related items from the monies paid to Contractor. The performance of the services described herein shall not be construed as creating any joint employment relationship between the Contractor and the City, and the City is not and will not be liable for any obligations incurred by the Contractor, including but not limited to unpaid minimum wages and/or overtime premiums, nor does there exist an agency relationship or partnership between the City and the Contractor. 13. Approval and Use of Subcontractors: The Contractor shall perform the Services with its own personnel and under the management, supervision, and control of its own organization unless otherwise approved by the City in writing. All subcontractors and subcontracts used by the Contractor shall be included on the Subcontractor’s form in the Bid proposal and be acceptable to, and approved in advance by the City. The City’s approval of any subcontractor or subcontract shall not relieve the Contractor of full responsibility and liability for the provision, performance, and completion of the Work in full compliance with, and as required by or pursuant to, this Contract. If the Contractor chooses to use subcontractors to perform any of the Work, the Work performed under any subcontract shall be subject to all of the provisions of this Contract in the same manner as if performed by employees of the Contractor. Every reference in this Contract to “Contractor” shall be deemed to also apply to all subcontractors of the Contractor. Every subcontract entered into by the Contractor to provide the Work or any part thereof shall include a provision binding the subcontractor to all provisions of this Contract. If any personnel or subcontractor fail to perform the part of the Work undertaken by it in a manner satisfactory to the City, the Contractor shall immediately upon notice from the 9 | P a g e City remove and replace such personnel or subcontractor. The City shall have no claim for damages, for compensation in excess of the contract price, or for a delay or extension of the contract time as a result of any such removal or replacement. 14. Assignment: Neither the City nor the Contractor shall assign or transfer any rights or obligations under this Agreement without the prior written consent of the other party. 15. Governing Law: The Contract and the rights of the City and Bidder under the Contract shall be interpreted according to the laws of the State of Illinois. Venue for any action related to the Contract will be in the Circuit Court of Kendall County, Illinois. 16. Changes in Law: Unless otherwise explicitly provided in the Contract, any reference to laws shall include such laws as they ma y be amended or modified from time to time. 17. Time: The Contract Time is of the essence of this Contract. Except where otherwise stated, references in the Contract to days shall be construed to refer to calendar days. 10 | P a g e GENERAL CONDITONS This entire bid package and following sections apply to all bids requested and accepted by the City and become a part of the contract unless otherwise specified. Persons submitting bids or their authorized representatives are expected to fully inform themselves as to the conditions, requirements, and specifications before submitting bids. The City assumes that submission of a bid means that the person submitting the bid has become familiar with all conditions and intends to comply with them unless noted otherwise. 1. Definitions: The Term “City” whenever used in the contract documents shall be construed to mean the United City of Yorkville. The United City of Yorkville, the Community Development Department, and the Director of Community Development shall also be known herein, respectively, as the City, the Department, and the Director. 2. Conditions: The Bidder is responsible for being familiar with all conditions, instructions, and documents governing this Project and bid. Failure to make such investigation and preparations shall not excuse the Contractor from performance of the duties and obligations imposed under the terms of the contract. 3. Bid Bond: If the bidder’s proposal for this project exceeds forty thousand dollars ($40,000.00), bids shall be secured by a certified check, bank draft, satisfactory bid bond or approved letter of credit in the amount of ten percent (10%) of the total amount of the complete project. Bid security shall be submitted with the bid. 4. Performance Bond: If the bidder’s proposal for the project is equal to or greater than $5,000 then the following bonds shall be delivered to the City and shall become binding with the acceptance of the bid: Performance bond satisfactory to the City, executed by Surety Company authorized to do business in the state or otherwise secured in a manner satisfactory to the City, in an amount equal to 110% of the complete project. The surety on the bond shall be a company that is licensed by the Department of Insurance authorizing it to execute surety bonds and the company shall have a financial strength rating of at least A- as rated by A.M. Best Company, Inc., Moody’s Investors Service, Standard & Poor’s Corporation, or a similar rating agency. Upon receipt of the performance bond, the City will return the bid bond to the bidder. 5. Insurance Requirements: T he successful Bidder shall comply with the City’s insurance requiremnts attached hereto as Exhibit A. 6. Force Majeure: Whenever a period of time is provided for in this Agreement for the Contractor or the City to do or perform any act or obligation, neither party shall be liable for any delays or inability to perform if such delay is due to a cause beyond its control and without its fault or negligence including, without limitation: a) Acts of nature; b) Acts or failure to act on the part of any governmental authority other than the City or Contractor, including, but not limited to, enactment of laws, rules, regulations, co des or ordinances subsequent to the date of this Agreement; c) Acts or war; d) Acts of civil or military authority; e) Embargoes; f) Work stoppages, strikes, lockouts, or labor disputes; 11 | P a g e g) Public disorders, civil violence, or disobedience; h) Riots, blockades, sabotage, insurrection, or rebellion; i) Epidemics or pandemics; j) Terrorist acts; k) Fires or explosions; l) Nuclear accidents; m) Earthquakes, floods, hurricanes, tornadoes, or other similar calamities; n) Major environmental disturbances; or o) Vandalism. If a delay is caused by any of the force majeure circumstances set forth above, the time period shall be extended for only the actual amount of time said party is so delayed. Further, either party claiming a delay due to an event of force majeure shall give the other party written notice of such event within three (3) business days of its occurrence or it shall be deemed to be waived. 7. Liquidated Damages: Time is of the essence to the contract. Should the Contractor fail to complete the work within the specified time stipulated in the contract or within such extended time as may have been allowed, the Contractor shall be liable and shall pay to the City the amount shown in the following schedule of deductions, not as a penalty but as liquidated damages, for each hour of overrun in the contract time or such extended time as may have been allowed. The liquidated damages for failure to complete the contract on time are approximate, due to the impracticality of calculating and proving actual delay costs. This schedule of deductions establishes the cost of delay to account for administration, engineering, inspection, and supervision during periods of extended and delayed performance. The costs of delay represented by this schedule are understood to be a fair and reasonable estimate of the costs that will be borne by the City during extended and delayed performance by the Contractor of the work. The liquidated damage amount specified will accrue and be assessed not until final completion of the total physical work of the contract even though the work may be substantially complete. The City will deduct these liquidated damages from any monies due or to become due to the Contractor from the City. Deduction for Each Day of Overrun in Contract Time: $250.00 per day. 8. Compliance with Laws and Regulations: In connection with the performance of the work, the Contractor shall comply with all statutes, laws, regulations, and orders of federal, state, county, or municipal authorities which shall impose any obligation or duty upon the Contractor. 9. Contract Term: The contract will begin upon a full executed Agreement and approval of the City Council and expire no later than sixty (60) days following the completion of the installation. Installation shall be completed no later than July 1, 2018. 10. Driver’s License: Before commencing work, the Contractor shall provide a copy of valid driver’s license for each employee operating equipment in the City. Drivers shall possess a Commercial Driver’s License with appropriate endorsements if operating equipment that requires such a license. 11. Change Orders: After a contract is awarded pursuant to the competitive bid procedures specified herein, additional purchases or modifications may be made under the contract, or the terms of the contract may be extended, without rebidding the materials, supplies, services or equipment involved, provided that the change order: 12 | P a g e a. Is approved by the City Council when the change order is an increase or decrease of more than $10,000 or the time of completion by more than 30 days. b. Is approved by the by the City Administrator, or his/her designee for change orders that are not greater than ten thousand dollars ($10,000.00). 12. Construction Contracts: a. The Bidder must comply with all applicable laws prerequisite to doing business in the state. b. The Bidder must have a valid Federal Employer Tax Identification Number or Tax Identification Number (for individuals). c. The Bidder must provide a Statement of Compliance with provisions of the State and Federal Equal Opportunity Employer requirements. 13. Termination: The City shall have the right at any time and for any reason (without any penalty) to terminate, in whole or in part, this Contract, provided that the City shall provide Contractor at least ten (10) days’ prior written notice of such termination whereupon this Agreement shall automatically terminate immediately after the 11 th day. a. When this contract, or any portion hereof, is terminated or cancelled by the City, and the Contractor released before all items of work included in this contract have been completed, payment may be made be prorated as a percentage of completion of the actual work at contract unit prices, and no claims for loss of anticipated profits or other damages will be made and are hereby waived. b. Termination of a contract, as stated above, will not relieve the Contractor or his/her surety of the responsibility of replacing defective work or materials. 14. Additional Items: The City and Contractor further agree that a. Prevailing Wage Some or all of the work herein may be subject to the provisions of Prevailing Wage Act, 820 ILCS 130/0.01 et.seq., providing for the payment of prevailing rate wages to all laborers, workmen and mechanics engaged on work. The Contractor agrees that, prior to making any payments to its own laborers, workers, or mechanics or to any subcontractor it will determine whether it must legally pay wages in accordance with the Prevailing Wage Act, and if so legally required, pay the then-current prevailing rate of wage as determined by the Illinois Department of Labor and posted at: http//www.state.il.us/agency/idol/. The City may at any time inquire of the Contractor as to rates of wages being paid employees of the Contractor, and any subcontractor or material men, whereupon such information shall be promptly provided by the Contractor. The Contractor shall indemnify the City for any and all violations of the prevailing wage laws and any rules and regulations now and hereafter issued pursuant to said laws. The Contractor shall insert into each subcontract and into the project specifications for each subcontract a written stipulation requiring all laborers, workers and mechanics performing work under the contract to comply with the Prevailing Wage Act and to require each subcontractor to insert into each lower- tiered contract and into the project specification for each lower tiered subcontract a similar stipulation. 13 | P a g e b. Sexual Harassment: During the entire term of the contract, Contractor shall have in full force and effect a written Sexual Harassment Policy, which complies with the Illinois Human Rights Act (775- ILCS 5/1-101 et.seq.) including at least the following: 1) a statement on the illegality of sexual harassment; 2) the definition of sexual harassment under Illinois Law; 3) a description of sexual harassment, utilizing examples; 4) an internal complaint process, including penalties; 5) the legal recourse, investigative and complaint process available through the Illinois Department of Human Rights (“Department”) and the Illinois Human Rights Commission (“Commission”); 6) directions on how to contact the Department and the Commission; and 7) protection against retaliation as provided by Section 6-101 of the Act. c. Drug Free Workplace: In compliance with Illinois law, The Contractor certifies and agrees that it will provide a drug free workplace by: 1) Publishing a Statement: 2) Notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance, including cannabis, is prohibited in the Contractor’s workplace. 3) Specifying the actions that will be taken against employees for violations of such prohibition. 4) Notifying the employee that, as a condition of employment on such Contract, the employee will: 5) Abide by the terms of the statement; and 6) Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five (5) days after such conviction. 7) Establishing a drug free awareness program to inform employees about: 8) The dangers of drug abuse in the workplace; 9) The Contractor’s policy for maintaining a drug free workplace; 10) Available counseling, rehabilitation, or assistance programs; and 11) Penalties imposed for drug violations. 12) Providing a copy of the Statement required by subsection (a) to each employee engaged in the performance of the Contract and to post the Statement in a prominent place in the workplace. 13) Notifying the contracting agency within ten (10) days after receiving notice of any violations as listed above. 14) Imposing a sanction on, or requiring the satisfactory participation in a drug abuse assistance or rehabilitation program, by any employee who is so convicted, as required by Section 5 of the Drug Free Workplace Act. 15) Assisting employees in selecting a course of action in the event drug counseling, treatment, and rehabilitation are required and indicating that a trained referral team is in place. 16) Making a good faith effort to continue to maintain a drug free workplace through implementation of the Drug Free Workplace Act. 17) The Contractor will be required to sign a Drug Free Workplace Certification. d. Substance Abuse Prevention on Public Works Projects: Before a contractor or subcontractor commences work on a public works project as defined in 820 ILCS 130/2, the contractor or subcontractor shall have in place a written program which meets or exceeds the program requirements in the Substance Abuse Prevention on Public Works Projects Act, to be filed with the public body engaged in the construction of the public works and made available to the general 14 | P a g e public, for the prevention of substance abuse among its employees. The testing must be performed by a laboratory that is certified for Federal Workplace Drug Testing Programs by the Substance Abuse and Mental Health Service Administration of the U.S. Department of Health and Human Services. At a minimum, the program shall include all of the following: 1) A minimum requirement of a 9 panel urine drug test plus a test for alcohol. Testing an employee's blood may only be used for post-accident testing, however, blood testing is not mandatory for the employer where a urine test is sufficient. 2) A prohibition against the actions or conditions specified in 820 ILCS 265/10. 3) A requirement that employees performing the work on a public works project submit to pre-hire, random, reasonable suspicion, and post-accident drug and alcohol testing. Testing of an employee before comme ncing work on a public works project is not required if the employee has been participating in a random testing program during the 90 days preceding the date on which the employee commenced work on the public works project. 4) A procedure for notifying an employee who violates 820 ILCS 265/10, who tests positive for the presence of a drug in his or her system, or who refuses to submit to drug or alcohol testing as required under the program that the employee may not perform work on a public works project until the employee meets the conditions specified in subdivisions (2)(A) and (2)(B) of 820 ILCS 265/20. e. Non-Collusion: The Contractor represents that it is not barred from bidding for this contract as a result of a violation of 720 ILCS 5/33E concerning bid rigging, rotating, kickbacks, bribery and interference with public contracts. The Contractor will be required to sign the Non-Collusion Certification. f. Compliance with Laws and Regulations: In connection with the performance of the work, the Contractor shall comply with all statutes, laws, regulations, and orders of federal, state, county, or municipal authorities which shall impose any obligation or duty upon the Contractor. 15 | P a g e REFERENCES UNITED CITY OF YORKVILLE General Information, list below current business references for whom you have performed work similar to that required by this proposal. Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code:__________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code: __________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code: __________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ If additional sheets are needed, please make copies. 16 | P a g e SUBCONTRACTORS UNITED CITY OF YORKVILLE Provide the name, contact information, and value of work for each and every subcontractor which will be employed on this project. Subcontractor No. 1: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ Subcontractor No. 2: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ Subcontractor No. 3: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ If additional sheets are needed, please make copies. 17 | P a g e EQUIPMENT LIST UNITED CITY OF YORKVILLE Name Make Model Year Use If additional sheets are needed, please make copies. Bid Proposal Sheet 18 | P a g e The prices stated in this proposal are guaranteed for 90 days from the date of hereof and if awarded within that period, we agree to complete the work covered by this Proposal at said prices. Bidders must fill in “Bid Unit Price” and “Extended Amount” for each bid item. Extend all prices to two decimals. Quantity Item Description Manufacturer Total Amount Concrete Work with restoration Total Amount Bid $ 6’ Cedar Fence to conceal units Total Amount Bid $ Annual Preventative Maintenance Contract Total Amount Bid $ ___________________________________ Bid Proposal Sheet 19 | P a g e The undersigned understands that there may be changes, omissions, or modification in the work, and that appropriate adjustments will be made to the Contract price in accordance with the Contract Documents. The undersigned understands that the City reserves the right to accept or reject any or all bids, and to waive all formalities, any irregularities, and accept the Bid deemed to be in the Owner's best interest. I hereby certify that the item(s) proposed is/are in accordance with the specifications as noted and that the prices quoted are not subject to change; and that the Person submitting the proposal is not barred by law from submitting a proposal to the City for the project contemplated herein because of a conviction for prior violations of either Illinois Compiled Statutes, 720 ILCS 5/33E-3 (Proposal Rigging) or b720 ILCS 5/33-4 (Proposal Rotating); and that The Person submitting the proposal is not delinquent in payment of any taxes to the Illinois Department of Revenue in accordance with 65 ILCS 5/11-42.1; and that The Person submitting the proposal provides a drug free workplace pursuant to 30 ILCS 580/1, et seq., and that The Person submitting the proposal certifies they have a substance-abuse program and provide drug testing in accordance with 820 ILCS 130/11G, Public Act 095-0635; and that The Person submitting the proposal is in compliance with the Illinois Human Right s Act 775 ILCS 5/1.101 et seq. including establishment and maintenance of sexual harassment policies and program. _____________________________________ ______________________________ Firm Name Signed Name and Title ________________________________________ ______________________________ Street Address Print Name and Title ________________________________________ ______________________________ City State Zip E-mail Address ________________________________________ ______________________________ Phone Number Fax Number ________________________________________ Date 20 | P a g e UNITED CITY OF YORKVILLE 800 Game Farm Road YORKVILLE, ILLINOIS 60560 CONTRACT THIS CONTRACT made this _____ day of ______________, 2018, by and between the United City of Yorkville, an Illinois municipal corporation hereinafter called the “Owner” and _________________________________________ located at _________________________ hereinafter called the “Contractor”. WITNESSETH: WHEREAS, the Owner has heretofore solicited Proposals for all labor and materials necessary to complete the work specified in this bid package; WHEREAS, the Owner has found that the Contractor is the lowest responsible person submitting the proposal for said work and has awarded the Contractor this contract for said work. NOW, THEREFORE, for and in consideration of their mutual promises and agreements, the parties hereto do hereby agree as follows: 1. The Contractor agrees to furnish all materials, supplies, tools, equipment, labor and other services necessary to commence and complete the removal of existing HVAC system and install a new HVAC system at the Beecher Center in accordance with the conditions and prices stated in the Request for Proposal, Instructions to Persons submitting proposals – General Conditions, Special Conditions, Insurance Requirements, Specifications and Plans, Proposal, and Detail Exception Sheet all of which are made a part hereof and herein called the “Contract Documents”. 2. The Owner will pay the Contractor in the amounts, manner and at times as set forth in the Contract Documents. IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly authorized officials, this Contract as of the day and year first above written: UNITED CITY OF YORKVILLE By: _________________________________ CONTRACTOR: By: __________________________________ Signature __________________________________ Print Name and Title 21 | P a g e DETAIL EXCEPTION SHEET Any exception must be clearly noted on this sheet. Failure to do so may be reason for rejection of the bid. It is not our intention to prohibit any potential bidder from bidding by virtue of the specifications, but to describe the material(s) and service(s) actually required. The village reserves the right to accept of reject any or all exceptions. Bidder’s exceptions are: ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ Exhibit A UNITED CITY OF YORKVILLE, ILLINOIS INSURANCE REQUIREMENTS Contractor shall procure and maintain, for the duration of the contract, insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors. 1. MINIMUM SCOPE OF INSURANCE Coverage shall be at least as broad as: A. Insurance Services Office Commercial General Liability Occurrence Form CG 0001 with the City named as additional insured; on a form at least as broad as the endorsement in paragraph 10 including ISO Additional Insur ed Endorsement CG 2026, CG 2010. B. Owners and Contractors Protective Liability (OCP) policy is required with the City as insured (for contracts with subcontractors and projects that are inherently dangerous). C. Insurance Service Office Business Auto Liability Coverage Form Number CA 0001, Symbol 01 "Any Auto." D. Workers' Compensation as required by the Worker's Compensation Act of the State of Illinois and Employers' Liability insurance. E. Builder Risk Property Coverage with City as loss payee. 2. MINIMUM LIMITS OF INSURANCE Contractor shall maintain limits no less than if required under above scope: A. Commercial General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury, and property damage. The general aggregate shall be twice the required occurrence limit. Minimum General Aggregate shall be no less than $2,000,000 or a project/contract specific aggregate of $1,000,000. B. Owners and Contractors Protective Liability (OCP): $1,000,000 combined single limit per occurrence for bodily injury and property damage. C. Businesses Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage. D. Workers' Compensation and Employers' Liability: Workers' Compensation coverage with statutory limits and Employers' Liability limits of $1,000,000 per accident. E. Builder's Risk shall insure against "All Risk" of physical damage, including water damage (flood and hydrostatic pressure not excluded), on a completed value, replacement cost basis. (Protection against loss of materials during construction, renovation, or repair of a structure.) F. Umbrella Excess Insurance: $3,000,000. “Following form” of the underlying and excess policies including listing the City as an additional insured. 3. DEDUCTIBLES AND SELF-INSURED RETENTIONS Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officials, agents, employees, and volunteers; or the Contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration, and defense expenses. 4. OTHER INSURANCE PROVISIONS The policies are to contain, or be endorsed to contain, the following provisions: A. General Liability and Automobile Liability Coverages 1. The City, its officials, agents, employees, and volunteers are to be covered as additional insureds as respects: liability arising out of the Contractor's work, including activities performed by or on behalf of the Contractor; products and completed operations of the Contractor; premises owned, leased, or used by the Contractor; or automobiles owned, leased, hired, or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, agents, employees, and volunteers. 2. The Contractor's insurance coverage shall be primary as respects the City, its officials, agents, employees, and volunteers. Any insurance or self-insurance maintained by the City, its officials, agents, employees, and volunteers shall be excess of Contractor's insurance and shall not contribute with it. Exhibit A 3. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, agents, employees, and volunteers. 4. The Contractor's insurance shall contain a Severability of Interests/Cross Liability clause or language stating that Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. 5. If any commercial general liability insurance is being provided under an excess or umbrella liabili ty policy that does not "follow form," then the Contractor shall be required to name the City, its officials, agents, employees, and volunteers as additional insureds. 6. All general liability coverages shall be provided on an occurrence policy form. Claims-made general liability policies will not be accepted. B. All Coverages Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided, cancelled, reduced in coverage, or in limits except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 5. ACCEPTABILITY OF INSURERS Insurance is to be placed with insurers with a Best's rating of no less than A-, VII, and licensed to do business in the State of Illinois. 6. VERIFICATION OF COVERAGE Contractor shall furnish the City with certificates of insurance naming the City, its officials, agents, employees, and volunteers as additional insureds, and with original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be received and approved by the City before any work commences. Other additional insured endorsements may be utilized, if they provide a scope of coverage at least as broad as the coverage stated in paragraph 10, such as ISO Additional Insured Endorsements CG 2026 or CG 2010. The City reserves the right to request full certified copies of the insurance policies and endorsements. 7. SUBCONTRACTORS Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. 8. ASSUMPTION OF LIABILITY The contractor assumes liability for all injury to or death of any person or persons including employees of the contractor, any subcontractor, any supplier, or any other person and assumes liability for all damage to property sustained by any person or persons occasioned by or in any way arising out of any work performed pursuant to this agreement. 9. INDEMNITY/HOLD HARMLESS PROVISION To the fullest extent permitted by law, the Contractor hereby agrees to defend, indemnify, and hold harmless the City, its officials, agents, and employees, against all injuries, deaths, loss, damages, claims, patent claims, suits, liabilities, jud gments, cost, and expenses, which may in anywise accrue against the City, its officials, agents, and employees, arising in whole or in part or in consequence of the performance of this work by the Contractor, its employees, or subcontractors, or which may anywise result therefore, except that arising out of the sole legal cause of the City, its agents, or employees, the Contractor shall, at its own expense, appear, defend, and pay all charges of attorneys and all costs and other expenses arising therefore or incurred in connections therewith, and, if any judgment shall be rendered against the City, its officials, agents, and employees, in any such action, the Contractor shall, at its own expense, satisfy and discharge the same. Contractor expressly understands and agrees that any performance bond or insurance policies required by this contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to indemnify, keep, and save harmless and defend the City, its officials, agents, and employees as herein provided. 10. ADDITIONAL INSURED ENDORSEMENT The "WHO IS AN INSURED" section of the policy/coverage document shall be amended to include as an insured, the City, but only with respect to liability arising out of your work. For purpose of this endorsement, "arising out of your work" sha ll mean: (1) Liability the Additional Insured may incur resulting from the actions of a contractor it hires, (2) Liability the Additional Insured may incur for negligence in the supervision of the Named Insured Contractors work, (3) Liability the Additional Insured may incur for failure to maintain safe worksite conditions, and (4) Liability the Additional Insured may incur due to joint negligence of the Named Insured Contractor and the Additional Insured. United City of Yorkville ADDENDUM TO RFP DOCUMENTS REQUEST FOR PROPOSAL: HVAC System Replacement at Beecher Center ADDENDUM No. 1 DATE: 5/9/18 To All Potential Bidders: This addendum is issued to modify the previously issued bid documents and/or given for informational purposes, and is hereby made a part of the bid documents. Please attach a signed/dated copy of this addendum to the documents in your possession. ____________________________________________________________________________________ Changes and Clarifications to Original Scope of Work 1. (Item # 10 on Original SOW) Contractor will be responsible to make the needed wall penetrations to the attic space, to allow access for the new ductwork. All penetrations should be kept to the minimal space needed. The United City of Yorkville will the final modifications to the attic space doors, once the project has been completed. 2. (Item # 11on Original SOW) All ductwork (exterior and in the attic space) must be lined insulated stainless steel, and the exterior ductwork must be wrapped to provide a water tight seal. 3. The approximate square footage of the entire building 9,423. _________________________________________ ______________ Signature Date United City of Yorkville ADDENDUM TO RFP DOCUMENTS REQUEST FOR PROPOSAL: HVAC System Replacement at Beecher Center ADDENDUM No. 2 DATE: 5/11/18 To All Potential Bidders: This addendum is issued to modify the previously issued bid documents and/or given for informational purposes, and is hereby made a part of the bid documents. Please attach a signed/dated copy of this addendum to the documents in your possession. ____________________________________________________________________________________ Additional Information to Original Scope of Work 1. Beecher Community Center Original HVAC Plan and Equipment Schedules M-1 _________________________________________ ______________ Signature Date United City of Yorkville ADDENDUM TO RFP DOCUMENTS REQUEST FOR PROPOSAL: HVAC System Replacement at Beecher Center ADDENDUM No. 3 DATE: 5/14/18 To All Potential Bidders: This addendum is issued to modify the previously issued bid documents and/or given for informational purposes, and is hereby made a part of the bid documents. Please attach a signed/dated copy of this addendum to the documents in your possession. ____________________________________________________________________________________ Extension of Bid Due Date and Bid Opening 1. The United City of Yorkville will be extending the bid due date and the public bid opening until Thursday May 24, 2018 at 10:00am at Yorkville City Hall. This decision will ensure all bidders have enough time to review Addendum’s 1, 2 & 3, to provide accurate quotes for this project. _________________________________________ ______________ Signature Date HVAC System Replacement for the Beecher Center Bid Proposal Sheet 18 | P a g e The prices stated in this proposal are guaranteed for 90 days from the date of hereof and if awarded within that period, we agree to complete the work covered by this Proposal at said prices. Bidders must fill in “Bid Unit Price” and “Extended Amount” for each bid item. Extend all prices to two decimals. Quantity Item Description Manufacturer Total Amount Concrete Work with restoration Total Amount Bid $ 6’ Cedar Fence to conceal units Total Amount Bid $ Annual Preventative Maintenance Contract Total Amount Bid $ ___________________________________ 2 2 1 Packaged Heat/Cool RTU's w/ Hail Guards Programmable Thermostats Rain Hoods Carrier Honeywell Custom Manufactured $32,000.00 $425.00 $2,500.00 7,500.00 6,500.00 1,096.00 Total Base Bid: $158,000.00 *Alternates provided on separate sheet 21 | P a g e DETAIL EXCEPTION SHEET Any exception must be clearly noted on this sheet. Failure to do so may be reason for rejection of the bid. It is not our intention to prohibit any potential bidder from bidding by virtue of the specifications, but to describe the material(s) and service(s) actually required. The village reserves the right to accept of reject any or all exceptions. Bidder’s exceptions are: ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ R.J. O'Neil, Inc. intended to furnish and install equipment, labor, and supervision to complete this project per description of work and specifications. 15 | P a g e REFERENCES UNITED CITY OF YORKVILLE General Information, list below current business references for whom you have performed work similar to that required by this proposal. Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code:__________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code: __________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ Business: :____________________________________________ If additional sheets are needed, please make copies. GC: Vissering Construction Company Project: Remodeling & Addition for Meadowvale, Inc. May 2017 - May 2018 Vissering: Michael Slagel Vissering: 175 Benchmark Industrial Avenue Meadowvale: 1305 6th Street Vissering: Streator, IL 61364 Meadowvale: Sandwich, IL 60548 Vissering: (815) 673-5511 GC: Whittaker Construction & Excavating, Inc. Project: Fox Metro Water Reclamation District - Building G Improvements Whittaker: 105 Park Street Fox Metro: 682 State Route 31 Whittaker: Earlville, IL 60518 Fox Metro: Oswego, IL 60518 Whittaker: 815-246-7119 Whittaker: Kevin Bomstad November 2016 - Current GC: R.J. O'Neil, Inc. Project: Fox Metro Water Reclamation District - Building K Odor Control Improvements GC: 1125 S. Lake Street Owner: 682 State Route 31 GC: Montgomery, IL 60538 Owner: Oswego, IL 60543 GC: (630) 906-1300 Owner: (630) 301-6881 GC: Dave Grey Owner: Matt Woodin February 2017 - April 2018 15 | P a g e REFERENCES UNITED CITY OF YORKVILLE General Information, list below current business references for whom you have performed work similar to that required by this proposal. Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code:__________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code: __________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ Business: _______________________________________________________ Address: ________________________________________________________ City, State, Zip Code: __________________________________________ Telephone Number: _______________________________________________ Contact Person: _________________________________________________ Dates of Service: _______________________________________________ If additional sheets are needed, please make copies. November 2016 - Present Owner: Mark Bank Project: White Eagle Body Shop - Montgomery Owner: 575 Weston Ridge Drive Project: 851 S. Lake Street Owner: Naperville, IL 60563 Project: Oswego, IL 60543 Owner: (630) 961-9977 Project: (630) 264-1661 Mark Bank 16 | P a g e SUBCONTRACTORS UNITED CITY OF YORKVILLE Provide the name, contact information, and value of work for each and every subcontractor which will be employed on this project. Subcontractor No. 1: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ Subcontractor No. 2: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: ______________________________________ Nature of Work Subcontracted: _______________________________________ Subcontractor No. 3: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ If additional sheets are needed, please make copies. Austin Electric Integrated Demolition Service 1312 Prospect Avenue Willow Springs, IL 60480 (708) 606-6942 Demolition Cher-Mar Mechanical Insulation 8910 West 192nd, Unit K Mokena, IL 60448 (708) 478-0569 Insulation 251 S. Frontage Road #18 Willowbrook, IL 60527 (630) 327-7406 Electrical $15,000.00 $9,000.00 $4,500.00 16 | P a g e SUBCONTRACTORS UNITED CITY OF YORKVILLE Provide the name, contact information, and value of work for each and every subcontractor which will be employed on this project. Subcontractor No. 4: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ Subcontractor No. 5: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ Subcontractor No. 6: _______________________________________________ Address: ________________________________________________________ City, State, Zip Code:______________________________________________ Telephone Number: _______________________________________________ Value of Work Subcontracted: _______________________________________ Nature of Work Subcontracted: _______________________________________ If additional sheets are needed, please make copies. Northern Illinois Fencing, Inc 320 W. Lincoln Hwy Cortland, IL 60112 (815) 756-3561 Fencing Whittaker Construction & Excavating, Inc. (815) 246-7119 Concrete 105 E. Park Street Earlville, IL 60518 $6,500.00 $7,500.00 17 | P a g e EQUIPMENT LIST UNITED CITY OF YORKVILLE Name Make Model Year Use If additional sheets are needed, please make copies. Crane Forklift Lull (Renting) Runnion Toyota CaseSkidsteer 890D 7FGU30 1845C 2006 2006 2002 Material Handling Material Handling Material Handling Sitework / Concrete pad work Submittal United City of Yorkville Illinois HVAC System Replacement at the Beecher Center Rooftop Unit Owner: United City of Yorkville Illinois 800 Game Farm Road Yorkville, IL 60560 P: (630) 553-4350 Mechanical Contractor: R.J. O’Neil, Inc. 1125 S. Lake Street Montgomery, IL 60538 P: (630) 906-1300 Manufacturer: Carrier Corporation Farmington, CT P: (800) 227-7437 Vendor: Temperature Equipment Corporation 17725 Volbrecht Road Lansing, IL 60438 P: (708) 418-0900 SUBMITTAL Project Yorkville Beecher Date Monday, May 14, 2018 Table Of Contents Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM RTU-20 3 Unit Report 4 Certified Drawing 5 Performance Summary 9 RTU-17.5 13 Unit Report 14 Certified Drawing 15 Performance Summary 19 Packaged Rooftop Builder 1.49h Page 2 of 21 RTU-20 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM RTU-20 RTU-20 Tag Cover Sheet Unit Report Certified Drawing Performance Report Packaged Rooftop Builder 1.49h Page 3 of 21 Unit Report For RTU-20 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Unit Report Unit Parameters Unit Model:48TCFE25A7A5-0A0J0 Unit Size:25 (20 Tons) Volts-Phase-Hertz:208-3-60 Heating Type:Gas Duct Cfg:Horizontal Supply / Horizontal Return High Heat Two stage Cooling with Humidi-MiZer Dimensions (ft. in.) & Weight (lb.) *** Unit Length:11' 9.5'' Unit Width:7' 2.375'' Unit Height:4' 9.375'' *** Total Operating Weight:2786 lb *** Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Unit Configuration High Static Option - Horizontal Models Al/Cu - Al/Cu Base Electromechanical Controls Non-Fused Disconnect Standard Packaging 2-Speed indoor fan motor controlled by VFD Humidi-MiZer™ Adaptive Dehumidification System Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger - Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48TCFE25A7A5-0A0J0 Rooftop Unit 1 Base Unit High Static Option - Horizontal Models None 2 Speed Fan Controller (VFD) and Non-Fused Disconnect Accessories CRRFCURB047A00 14-inch Tall Roof Curb 1 Packaged Rooftop Builder 1.49h Page 4 of 21 Certified Drawing for RTU-20 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Certified Drawing Packaged Rooftop Builder 1.49h Page 5 of 21 Certified Drawing for RTU-20 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Packaged Rooftop Builder 1.49h Page 6 of 21 Certified Drawing for RTU-20 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Packaged Rooftop Builder 1.49h Page 7 of 21 Certified Drawing for RTU-20 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Packaged Rooftop Builder 1.49h Page 8 of 21 Performance Summary For RTU-20 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Performance Summary Part Number:48TCFE25A7A5-0A0J0 ARI EER:10.80 IEER (Max Cooling at Normal Cooling Design Mode):12.4 Base Unit Dimensions Unit Length:141.5 in Unit Width:86.4 in Unit Height:57.4 in Operating Weight Base Unit Weight:2247 lb High Heat:113 lb Two stage Cooling with Humidi-MiZer:120 lb High Static Option - Horizontal Models:16 lb 2 Speed Fan Controller (VFD) and Non-Fused Disconnect:35 lb Accessories 14-inch Tall Roof Curb:255 lb Total Operating Weight:2786 lb Unit Unit Voltage-Phase-Hertz:208-3-60 Air Discharge:Horizontal Fan Drive Type:Belt Actual Airflow:8000 CFM Site Altitude:0 ft Cooling Performance Condenser Entering Air DB:95.0 F Evaporator Entering Air DB:80.0 F Evaporator Entering Air WB:67.0 F Entering Air Enthalpy:31.44 BTU/lb Evaporator Leaving Air DB:58.3 F Evaporator Leaving Air WB:57.2 F Evaporator Leaving Air Enthalpy:24.50 BTU/lb Gross Cooling Capacity:249.60 MBH Gross Sensible Capacity:187.10 MBH Compressor Power Input:16.90 kW Coil Bypass Factor:0.104 Heating Performance Heating Airflow:8000 CFM Entering Air Temp:70.0 F Leaving Air Temp:107.5 F Gas Heating Input Capacity:320.0 / 400.0 MBH Gas Heating Output Capacity:260.0 / 324.0 MBH Temperature Rise:37.5 F Thermal Efficiency (%):81.0 Supply Fan External Static Pressure:1.50 in wg Options / Accessories Static Pressure Humidi-MiZer Dehumidification System:0.08 in wg Total Application Static (ESP + Unit Opts/Acc.):1.58 in wg Fan RPM:1111 Fan Power:10.06 BHP NOTE:The Selected Indoor Fan Motor requires a Field-Supplied Drive (RPM Range: 941 - 1100). Electrical Data Voltage Range:187 / 253 Packaged Rooftop Builder 1.49h Page 9 of 21 Performance Summary For RTU-20 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Compressor #1 RLA:30.1 Compressor #1 LRA:225 Compressor #2 RLA:30.1 Compressor #2 LRA:225 Indoor Fan Motor Type:HIGH Indoor Fan Motor FLA:28.5 Combustion Fan Motor FLA (ea):0.52 Power Supply MCA:102.2 Power Supply MOCP (Fuse or HACR):125 Disconnect Size FLA:109 Disconnect Size LRA:625 Electrical Convenience Outlet:None Outdoor Fan [Qty / FLA (ea)]:4 / 1.5 Electrical Data (Unit produced on or after May 16, 2016) Compressor #1 RLA:28.2 Compressor #1 LRA:239 Compressor #2 RLA:28.2 Compressor #2 LRA:239 Power Supply MCA:98 Power Supply MOCP (Fuse or HACR):125 Disconnect Size FLA:105 Disconnect Size LRA:653 May 16, 2016 and beyond units can be identified by serial number 2116P15272 and higher Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Rating:87.0 db Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 95.8 95.9 95.6 125 Hz 91.5 80.6 87.5 250 Hz 83.8 74.0 84.2 500 Hz 82.6 65.7 84.2 1000 Hz 77.7 60.9 81.7 2000 Hz 75.9 56.7 77.9 4000 Hz 75.3 49.9 73.2 8000 Hz 67.9 39.1 66.3 A-Weighted 85.1 72.9 86.5 Advanced Acoustics Advanced Accoustics Parameters 1. Unit height above ground:30.0 ft Packaged Rooftop Builder 1.49h Page 10 of 21 Performance Summary For RTU-20 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM 2. Horizontal distance from unit to receiver:50.0 ft 3. Receiver height above ground:5.7 ft 4. Height of obstruction:0.0 ft 5. Horizontal distance from obstruction to receiver:0.0 ft 6. Horizontal distance from unit to obstruction:0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 95.6 87.5 84.2 84.2 81.7 77.9 73.2 66.3 96.9 Lw B 69.4 71.4 75.6 81.0 81.7 79.1 74.2 65.2 86.5 LwA C 63.2 55.1 51.8 51.8 49.3 45.5 40.8 33.9 64.5 Lp D 37.0 39.0 43.2 48.6 49.3 46.7 41.8 32.8 54.1 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Packaged Rooftop Builder 1.49h Page 11 of 21 Performance Summary For RTU-20 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM 300 RPM 400 RPM 500 RPM 600 RPM 700 RPM 800 RPM 900 RPM 1000 RPM 1100 RPM 1200 RPM 1300 RPM 0.50 BHP 0.75 BHP 1.00 BHP 1.50 BHP 2.00 BHP 3.00 BHP 5.00 BHP 7.50 BHP 10.00 BHP 15.00 BHP SC RP Fan Curve SC - System Curve RP - Rated Point RPM = 1111 BHP = 10.06 Maximum RPM = 1290 Maximum BHP = 11.90Static Pressure (in. wg.)Airflow (CFM - thousands)0 1 2 3 4 5 6 7 8 9 10 0.0 0.5 1.0 1.5 2.0 Packaged Rooftop Builder 1.49h Page 12 of 21 RTU-17.5 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM RTU-17.5 RTU-17.5 Tag Cover Sheet Unit Report Certified Drawing Performance Report Packaged Rooftop Builder 1.49h Page 13 of 21 Unit Report For RTU-17.5 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Unit Report Unit Parameters Unit Model:48TCEE21A7A5-0A0J0 Unit Size:21 (17.5 Tons) Volts-Phase-Hertz:208-3-60 Heating Type:Gas Duct Cfg:Horizontal Supply / Horizontal Return Medium Heat Two stage Cooling with Humidi-MiZer Dimensions (ft. in.) & Weight (lb.) *** Unit Length:11' 9.5'' Unit Width:7' 2.375'' Unit Height:4' 1.375'' *** Total Operating Weight:2614 lb *** Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Unit Configuration High Static Option - Horizontal Models Al/Cu - Al/Cu Base Electromechanical Controls Non-Fused Disconnect Standard Packaging 2-Speed indoor fan motor controlled by VFD Humidi-MiZer™ Adaptive Dehumidification System Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger - Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48TCEE21A7A5-0A0J0 Rooftop Unit 1 Base Unit High Static Option - Horizontal Models None 2 Speed Fan Controller (VFD) and Non-Fused Disconnect Accessories CRRFCURB047A00 14-inch Tall Roof Curb 1 Packaged Rooftop Builder 1.49h Page 14 of 21 Certified Drawing for RTU-17.5 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Certified Drawing Packaged Rooftop Builder 1.49h Page 15 of 21 Certified Drawing for RTU-17.5 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Packaged Rooftop Builder 1.49h Page 16 of 21 Certified Drawing for RTU-17.5 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Packaged Rooftop Builder 1.49h Page 17 of 21 Certified Drawing for RTU-17.5 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Packaged Rooftop Builder 1.49h Page 18 of 21 Performance Summary For RTU-17.5 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Performance Summary Part Number:48TCEE21A7A5-0A0J0 ARI EER:10.80 IEER (Max Cooling at Normal Cooling Design Mode):12.7 Base Unit Dimensions Unit Length:141.5 in Unit Width:86.4 in Unit Height:49.4 in Operating Weight Base Unit Weight:2102 lb Medium Heat:90 lb Two stage Cooling with Humidi-MiZer:120 lb High Static Option - Horizontal Models:12 lb 2 Speed Fan Controller (VFD) and Non-Fused Disconnect:35 lb Accessories 14-inch Tall Roof Curb:255 lb Total Operating Weight:2614 lb Unit Unit Voltage-Phase-Hertz:208-3-60 Air Discharge:Horizontal Fan Drive Type:Belt Actual Airflow:7350 CFM Site Altitude:0 ft Cooling Performance Condenser Entering Air DB:95.0 F Evaporator Entering Air DB:80.0 F Evaporator Entering Air WB:67.0 F Entering Air Enthalpy:31.44 BTU/lb Evaporator Leaving Air DB:58.8 F Evaporator Leaving Air WB:57.9 F Evaporator Leaving Air Enthalpy:24.97 BTU/lb Gross Cooling Capacity:214.08 MBH Gross Sensible Capacity:168.46 MBH Compressor Power Input:14.34 kW Coil Bypass Factor:0.091 Heating Performance Heating Airflow:7350 CFM Entering Air Temp:70.0 F Leaving Air Temp:101.6 F Gas Heating Input Capacity:248.0 / 310.0 MBH Gas Heating Output Capacity:200.0 / 251.0 MBH Temperature Rise:31.6 F Thermal Efficiency (%):81.0 Supply Fan External Static Pressure:0.85 in wg Options / Accessories Static Pressure Humidi-MiZer Dehumidification System:0.09 in wg Total Application Static (ESP + Unit Opts/Acc.):0.94 in wg Fan RPM:943 Fan Power:6.33 BHP NOTE:Selected IFM RPM Range: 835 - 1021 Electrical Data Voltage Range:187 / 253 Packaged Rooftop Builder 1.49h Page 19 of 21 Performance Summary For RTU-17.5 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM Compressor #1 RLA:27.6 Compressor #1 LRA:191 Compressor #2 RLA:25 Compressor #2 LRA:164 Indoor Fan Motor Type:HIGH Indoor Fan Motor FLA:17.1 Combustion Fan Motor FLA (ea):0.52 Power Supply MCA:82.6 Power Supply MOCP (Fuse or HACR):100 Disconnect Size FLA:87 Disconnect Size LRA:451 Electrical Convenience Outlet:None Outdoor Fan [Qty / FLA (ea)]:4 / 1.5 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Rating:84.0 db Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 92.4 92.1 92.2 125 Hz 86.2 75.7 83.9 250 Hz 78.8 70.2 80.4 500 Hz 78.3 62.9 81.8 1000 Hz 72.6 57.3 78.7 2000 Hz 71.0 52.8 76.5 4000 Hz 70.9 46.6 72.2 8000 Hz 62.2 34.9 65.4 A-Weighted 80.4 69.0 84.1 Advanced Acoustics Advanced Accoustics Parameters 1. Unit height above ground:30.0 ft 2. Horizontal distance from unit to receiver:50.0 ft 3. Receiver height above ground:5.7 ft 4. Height of obstruction:0.0 ft 5. Horizontal distance from obstruction to receiver:0.0 ft 6. Horizontal distance from unit to obstruction:0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall Packaged Rooftop Builder 1.49h Page 20 of 21 Performance Summary For RTU-17.5 Project: Yorkville Beecher 05/14/2018 Prepared By: 11:18AM A 92.2 83.9 80.4 81.8 78.7 76.5 72.2 65.4 93.6 Lw B 66.0 67.8 71.8 78.6 78.7 77.7 73.2 64.3 84.1 LwA C 59.8 51.5 48.0 49.4 46.3 44.1 39.8 33.0 61.2 Lp D 33.6 35.4 39.4 46.2 46.3 45.3 40.8 31.9 51.7 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. 300 RPM 400 RPM 500 RPM 600 RPM 700 RPM 800 RPM 900 RPM 1000 RPM 1100 RPM 1200 RPM 0.50 BHP 0.75 BHP 1.00 BHP 1.50 BHP 2.00 BHP 3.00 BHP 5.00 BHP 7.50 BHP SC RP Fan Curve SC - System Curve RP - Rated Point RPM = 943 BHP = 6.33 Maximum RPM = 1290 Maximum BHP = 8.30Static Pressure (in. wg.)Airflow (CFM - thousands)0 1 2 3 4 5 6 7 8 9 0.0 0.5 1.0 1.5 2.0 Packaged Rooftop Builder 1.49h Page 21 of 21 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Agenda Item Number New Business #4 Tracking Number PW 2018-59 Traffic Control Request – Heartland Subdivision Public Works Committee – June 19, 2018 None Signage Review Brad Sanderson Engineering Name Department As requested, we investigated the possible installation of stop signs within Heartland subdivision. Our findings were as follows:  There are five entrances into the subdivision: Dakota Drive and Heartland Drive, Farmstead Drive and Heartland Drive, Heritage Drive and Heartland Drive/Arrowhead Drive, Wacker Drive and Arrowhead Drive, and Omaha Drive and Homestead Drive.  There are yield signs on one approach at three of the intersections: on Dakota Drive at the intersection with Heartland Drive, on Farmstead Drive at the intersection with Heartland Drive, and on Heritage Drive at the intersection with Heartland Drive/Arrowhead Drive. The other two intersections do not have any intersection control.  The vehicular traffic in the subdivision is low since it is mainly limited to trips entering and exiting the development.  The intersections do not appear to have any sight distance constraints.  There has been one recorded crash within the last 5 years. There was a property damage accident in 2017 at the intersection of Heritage Drive and Heartland Drive/Arrowhead Drive.  The governing entity on traffic control signage is the Manual on Uniform Traffic Control Devices (MUTCD). The manual states as follows in regards to stop sign installation: Guidance: Engineering judgment should be used to establish intersection control. The following factors should be considered: A. Vehicular, bicycle, and pedestrian traffic volumes on all approaches; B. Number and angle of approaches; C. Approach speeds; D. Sight distance available on each approach; and E. Reported crash experience. YIELD or STOP signs should be used at an intersection if one or more of the following conditions exist: A. An intersection of a less important road with a main road where application of the normal right-of-way rule would not be expected to provide reasonable compliance with the law; B. A street entering a designated through highway or street; and/or C. An unsignalized intersection in a signalized area. In addition, the use of YIELD or STOP signs should be considered at the intersection of two minor streets or local roads where the intersection has more than three approaches and where one or more of the following conditions exist: Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: April 27, 2018 Subject: Heartland Stop Signs A. The combined vehicular, bicycle, and pedestrian volume entering the intersection from all approaches averages more than 2,000 units per day; B. The ability to see conflicting traffic on an approach is not sufficient to allow a road user to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary; and/or C. Crash records indicate that five or more crashes that involve the failure to yield the right-of- way at the intersection under the normal right-of-way rule have been reported within a 3-year period, or that three or more such crashes have been reported within a 2-year period. Yield or Stop signs should not be used for speed control. Since the traffic volume would appear to be below 2,000 units per day, there are no sight distance constraints and there does not appear to be any accident history, these intersections do not appear to be good candidates for stop signs based on the above criteria. We recommend leaving all five of the intersections as they currently stand, with yield signs on one approach at three of the intersections and no signage at the other two intersections. Generally, at unsigned intersections, the application of the normal right-of-way rules would apply. Figure D taken from the Illinois Drivers Manual shows that the minor roadway should yield to traffic on the major roadway at uncontrolled intersections. It is our understanding that there may be a concern regarding speed within the Heartland subdivision. This may be more properly addressed with enforcement or if necessary, traffic calming devices. We will be prepared to discuss further at the committee meeting. If you have any questions or need additional information, please let us know. Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #5 Tracking Number PW 2018-60 Johnson Property Public Works Committee – June 19, 2018 None, informational only. None Discussion of the Johnson Property at the south end of Freemont St. at Alderman Funkhouser’s request. Eric Dhuse Public Works Name Department Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #6 Tracking Number PW 2018-61 Lead and Copper Rule Discussion Public Works Committee – June 19, 2018 None, informational item none Discussion on the proposed lead and copper rule as it relates to Yorkville, per Alderman Frieders request. Eric Dhuse Public Works Name Department Summary A discussion of legionella testing costs and the preventative measures the City takes to prevent contaminates from entering our water system. Background The legionella pneumophila is the bacteria that causes Legionnaire’s disease. This bacteria was first discovered in Philadelphia at a convention of the American Legion in 1976. This outbreak infected 221 people, and killing 34 of those that were infected. More recently, we have heard about the outbreaks at a state run veteran’s home in Quincy. The most recent outbreak was attributed to an antiquated water system, and not the public water supply. Testing for Legionella At this time, we do not, and are not required to, test for legionella. However, there are private kits available to test water in your home that range in price from $100-$200 per test. Although we do not test for legionella, this does not mean that we do not take precautions to prevent legionella, and a host of other elements, bacteria, and chemicals from getting into our drinking water. At the same time, we also comply with all Federal and State laws to remove certain elements from our water such as radium. Distribution Time Our water is pumped from 4 deep wells located throughout town. When the water is being pumped from deep underground, we run it through our cation exchange facility to remove radium and to soften the water. The next step is to add chlorine to disinfect the water and fluoride as required by law. The water is then pumped into our water towers to await distribution. The distribution time is dependent on a few factors: 1. How far you are away from a water tower? 2. How large is the water tower that supplies your water? 3. Are you in a heavily populated area, or somewhat sparse? 4. Are there any large users on your distribution main? 5. How big is the distribution main that serves you? 6. Is it winter or summer? For example, City Hall is very close to a water tower, has some big users on the distribution main, is in a populated area, and has a small water tower serving it. I would estimate that it is only a 6-12 hours between pumping the water from the ground to the tap. A longer time example would be Fox Hill. Even though there are large user on the distribution main, the water towers that serve them are the north tower at Bristol Bay and the Tower Ln. tower. Both Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: May 3, 2018 Subject: Legionella Discussion distribution mains are the largest we own which are 16” in diameter. This size main contains approximately 10 gallons per foot of pipe. In comparison, an 8” pipe, which is the typical subdivision water main, holds 2.6 gallons per foot. I would estimate that at the far end of the line, along Eldamain Rd. could take up to 2 days for the water to be used. With the addition of up to 48 units in Fox Hill Unit 7, the amount of time will reduce as the units fill up. Other Precautions Water movement throughout the system is a key factor to keeping our water fresh. We are able to move water throughout all pressure zones in the city. This allows us to equalize water usage across the zones which keeps water fresh. In addition to circulation, we use back flow prevention devices to keep any water that has gone into a customer’s structure does not get back into the public water supply. All but residential zoning has been required to install backflow prevention devices for decades. We started installing home units on all new installations and repairs in 2012. I would ask that this be placed on the May 15, 2018 Public Works Committee agenda for discussion. If you have questions or need further information, please let me know. Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #7 Tracking Number PW 2018-62 Legionella Discussion Public Works Committee – June 19, 2018 None, informational item none Discussion of the legionella bacteria as it relates to our public water supply, per Alderman Frieders request. Eric Dhuse Public Works Name Department Summary A discussion of legionella testing costs and the preventative measures the City takes to prevent contaminates from entering our water system. Background The legionella pneumophila is the bacteria that causes Legionnaire’s disease. This bacteria was first discovered in Philadelphia at a convention of the American Legion in 1976. This outbreak infected 221 people, and killing 34 of those that were infected. More recently, we have heard about the outbreaks at a state run veteran’s home in Quincy. The most recent outbreak was attributed to an antiquated water system, and not the public water supply. Testing for Legionella At this time, we do not, and are not required to, test for legionella. However, there are private kits available to test water in your home that range in price from $100-$200 per test. Although we do not test for legionella, this does not mean that we do not take precautions to prevent legionella, and a host of other elements, bacteria, and chemicals from getting into our drinking water. At the same time, we also comply with all Federal and State laws to remove certain elements from our water such as radium. Distribution Time Our water is pumped from 4 deep wells located throughout town. When the water is being pumped from deep underground, we run it through our cation exchange facility to remove radium and to soften the water. The next step is to add chlorine to disinfect the water and fluoride as required by law. The water is then pumped into our water towers to await distribution. The distribution time is dependent on a few factors: 1. How far you are away from a water tower? 2. How large is the water tower that supplies your water? 3. Are you in a heavily populated area, or somewhat sparse? 4. Are there any large users on your distribution main? 5. How big is the distribution main that serves you? 6. Is it winter or summer? For example, City Hall is very close to a water tower, has some big users on the distribution main, is in a populated area, and has a small water tower serving it. I would estimate that it is only a 6-12 hours between pumping the water from the ground to the tap. A longer time example would be Fox Hill. Even though there are large user on the distribution main, the water towers that serve them are the north tower at Bristol Bay and the Tower Ln. tower. Both Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: May 3, 2018 Subject: Legionella Discussion distribution mains are the largest we own which are 16” in diameter. This size main contains approximately 10 gallons per foot of pipe. In comparison, an 8” pipe, which is the typical subdivision water main, holds 2.6 gallons per foot. I would estimate that at the far end of the line, along Eldamain Rd. could take up to 2 days for the water to be used. With the addition of up to 48 units in Fox Hill Unit 7, the amount of time will reduce as the units fill up. Other Precautions Water movement throughout the system is a key factor to keeping our water fresh. We are able to move water throughout all pressure zones in the city. This allows us to equalize water usage across the zones which keeps water fresh. In addition to circulation, we use back flow prevention devices to keep any water that has gone into a customer’s structure does not get back into the public water supply. All but residential zoning has been required to install backflow prevention devices for decades. We started installing home units on all new installations and repairs in 2012. I would ask that this be placed on the May 15, 2018 Public Works Committee agenda for discussion. If you have questions or need further information, please let me know. Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #8 Tracking Number PW 2018-63 PW budget amendment to purchase truck body Public Works Committee – June 19, 2018 Supermajority (6 out of 9) Approval Asking permission to carry over money from last year’s budget to purchase a new Dump truck body for an existing truck Eric Dhuse Public Works Name Department Summary The Public Works Department would like to use money that was budgeted for last fiscal year (FY18), in the PW capital fund, which we were not able to spend. We would like to ask permission to spend that money now to purchase a new dump truck box to replace an old one. Background In FY 18, the public works department was budgeted $45,000 for a new vehicle. As the year progressed, it was evident that other needs were more pressing than replacing a pickup truck. Instead, we ordered a removable tank system for one of our large dump trucks. This system allows us to remove the brine tanks from a truck in minutes to be able to use it for other tasks such as gravel hauling, and to use on water main breaks. In previous years, we have tried a number of different options to keep that truck available to use for all purposes. At first, we tried to empty the tanks and remove them each time we were finished with snow removal operations. Removing and reinstalling the tanks and associated lines proved to be very time consuming. In addition, it turned out that we did not have any other need for the truck until the next snowfall, so we would end up just taking it out and replacing it every time it snowed. We next progressed to just leaving the tanks out so the truck could easily be used for either snow removal or for water main breaks. Although this works, as far as being ready for both events all the time, but it doesn’t work for anti-icing or pre wetting brine applications. This truck is on a normal route and should be performing these operations like the rest of the fleet. With the purchase of the tank removal system, we now have a truck that is truly ready for all winter duties. Our original budget in the PW capital was $45,000, the tank system cost $20,821, leaving us with a balance of $24,179 that was not spent in FY 18. The Public Works Capital cost center in the (25) Vehicle & Equipment Fund is currently projected to end FY 2018 with a positive fund balance of approximately $35,000; thus, no additional chargeback proceeds would have to be transferred from the General Fund (i.e. Streets Dept.) to finance additional capital purchases in FY 19. I would propose to carry that money forward to purchase a new stainless steel dump body for one of our tandem axle dump trucks. This body is an exact copy of the current body that is on the truck, except the new body would be stainless steel instead of the original mild steel body that came with the truck in 2006. The current box has been patched where there were holes from use and wear and is rusting to the point where we need to repair the entire box or replace it. In addition to rust, we have also had a tailgate fabricated to replace the original which was warped to the point where it would not latch in place any longer. The new body would cost $17,204.83 to purchase and have installed for us. Memorandum To: Bart Olson, Administrator From: Eric Dhuse, Director of Public Works CC: Rob Fredrickson, Finance Director Date: May 22, 2018 Subject: Dump Truck Body Purchase I am asking to purchase this body in an effort to extend the useful life of a truck that we use constantly and rely on heavily. When purchased in 2006, this truck was originally scheduled for replacement in 2013. With the downturn in the economy in 2007/2008, it was decided to freeze any replacement of vehicles until such time as the City could afford it again. According to our new replacement schedule, this vehicle is scheduled for replacement this year which, unfortunately, was not possible. Recommendation I recommend to purchase and have installed a new dump body from HD Truck Equipment, LLC of Plainfield, IL for a cost not to exceed $17,204.83. If we carry the full $24,179 from last year’s budget, I would like to use the balance left over from the body purchase to replace other items on the truck with stainless steel or aluminum components to prevent further corrosion and prolong the life of the truck. These parts may include fuel tanks, air tanks, rims, hydraulic tank, and possibly the oil pan. I would ask that this be placed on the June 19, 2018 public works committee agenda for discussion. If you have any questions or need further information, please let me know. Ordinance No. 2018-____ Page 1 Ordinance No. 2018-____ AN ORDINANCE AUTHORIZING THE FOURTH AMENDMENT TO THE ANNUAL BUDGET OF THE UNITED CITY OF YORKVILLE, FOR THE FISCAL YEAR COMMENCING ON MAY 1, 2018 AND ENDING ON APRIL 30, 2019 WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non-home rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and, WHEREAS, pursuant to 65 ILCS 5/8-2-9.4, the City adopted Ordinance No. 2018-26 on April 10, 2018 adopting an annual budget for the fiscal year commencing on May 1, 2018 and ending on April 30, 2019; and, WHEREAS, pursuant to 65 ILCS 5/8-2-9.6, by a vote of two-thirds of the members of the corporate authorities then holding office, the annual budget of the United City of Yorkville may be revised by deleting, adding to, changing or creating sub-classes within object classes and object classes themselves. No revision of the budget shall be made increasing the budget in the event funds are not available to effectuate the purpose of the revision; and, WHEREAS, funds are available to effectuate the purpose of this revision. NOW THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: That the amounts shown in Schedule A, attached hereto and made a part hereof by reference, increasing and/or decreasing certain object classes and decreasing certain fund balances in the Vehicle & Equipment fund with respect to the United City of Yorkville’s 2018-2019 Budget are hereby approved. Section 2: This ordinance shall be in full force and effect from and after its passage and approval according to law. Ordinance No. 2018-____ Page 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ______ day of ___________________, 2018. ______________________________ CITY CLERK CARLO COLOSIMO ________ KEN KOCH ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ ALEX HERNANDEZ ________ Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this ______ day of ___________________, 2018. ______________________________ MAYOR FY 2019 FY 2019 FY 2016 FY 2017 FY 2018 FY 2018 Adopted Amended Actual Actual Budget Projected Budget Budget Revenue Licenses & Permits 89,150 134,050 73,500 122,000 120,600 120,600 Fines & Forfeits 11,374 6,608 7,700 6,700 6,700 6,700 Charges for Service 374,386 236,948 246,565 260,116 107,861 216,652 Investment Earnings 43 86 80 150 150 150 Miscellaneous 53,073 259,697 2,000 1,583 2,000 2,000 Total Revenue 528,026 637,389 329,845 390,549 237,311 346,102 Expenditures Contractual Services 52,553 31,526 9,750 8,815 10,500 10,500 Supplies - - 2,000 1,583 36,411 36,411 Capital Outlay 506,175 264,262 515,141 249,910 157,000 266,420 Debt Service 73,034 73,034 73,034 73,034 73,034 73,034 Total Expenditures 631,762 368,822 599,925 333,342 276,945 386,365 Surplus (Deficit)(103,736)268,567 (270,080)57,207 (39,634)(40,263) Ending Fund Balance 1,841 270,407 0 327,614 263,801 287,351 0.3%73.3%0.0%98.3%95.3%74.4% VEHICLE & EQUIPMENT FUND (25) This fund primarily derives its revenue from monies collected from building permits, fines and development fees. Revenues are used to purchase vehicles and equipment for use in the operations of the Police, General Government, Public Works Street Operations and Park & Recreation departments. $0 $50 $100 $150 $200 $250 $300 $350 Thousands1 25 FY 2016 FY 2017 FY 2018 FY 2018 FY 2019 FY 2019 Account Actual Actual Budget Projected Adopted Amended 25-000-42-00-4215 DEVELOPMENT FEES - POLICE CAPITAL 12,900 32,100 25,000 33,000 30,600 30,600 25-000-42-00-4216 BUILD PROGRAM PERMITS 43,410 28,700 - - - - 25-000-42-00-4218 ENGINEERING CAPITAL FEES 3,250 8,600 6,000 9,000 12,000 12,000 25-000-42-00-4219 DEVELOPMENT FEES - PW CAPITAL 26,240 60,350 40,000 75,000 72,000 72,000 25-000-42-00-4220 DEVELOPMENT FEES - PARK CAPITAL 1,625 4,300 2,500 5,000 6,000 6,000 25-000-42-00-4224 RENEW PROGRAM PERMITS 1,725 - - - - - 25-000-43-00-4315 DUI FINES 10,803 5,865 7,000 6,000 6,000 6,000 25-000-43-00-4316 ELECTRONIC CITATION FEES 571 743 700 700 700 700 25-000-44-00-4418 5,744 1,955 3,000 629 2,000 2,000 25-000-44-00-4419 COMMUNITY DEVELOPMENT CHARGEBACK - - - - 40,000 40,000 25-000-44-00-4420 174,263 97,459 167,600 150,656 31,450 140,241 25-000-44-00-4421 194,379 63,626 75,965 38,831 - - 25-000-44-00-4427 PARKS & RECREATION CHARGEBACK - 73,908 - 70,000 - - 25-000-44-00-4428 COMPUTER REPLACEMENT CHARGEBACK - - - - 34,411 34,411 25-000-45-00-4522 43 86 80 150 150 150 25-000-48-00-4852 624 435 - - - - 25-000-48-00-4854 3,929 5,100 2,000 1,583 2,000 2,000 25-000-48-00-4855 74 - - - - - 25-000-49-00-4920 3,475 5,990 - - - - 25-000-49-00-4921 44,171 - - - - - 25-000-49-00-4922 800 248,172 - - - - $346,102 United City of Yorkville Vehicle & Equipment Fund $120,600 $6,700 $216,652 $150 $2,000 Licenses & Permits PUBLIC WORKS CHARGEBACK INVESTMENT EARNINGS - PARK CAPITAL $246,565 Fines & Forfeits Fines & Forfeits $11,374 $89,150 $150 Total: $73,500 $6,608 $7,700 Total:Investment Earnings $43 $120,600 $6,700 $107,861 Total:Licenses & Permits Charges for Service MOWING INCOME Total: VEHICLE & EQUIPMENT FUND REVENUE Description $122,000 $1,583 $2,000 SALE OF CAPITAL ASSETS - PARK CAPITAL Investment Earnings MISCELLANEOUS INCOME - PW CAPITAL Total:Miscellaneous $53,073 $259,697 $80 $2,000 SALE OF CAPITAL ASSETS - POLICE CAPITAL SALE OF CAPITAL ASSETS - PW CAPITAL MISCELLANEOUS INCOME - POLICE CAPITAL $237,311Total: VEHICLE & EQUIP REVENUE $528,026 $329,845$637,389 $390,549 MISCELLANEOUS INCOME - PARK CAPITAL Miscellaneous $6,700 $134,050 $260,116$236,948 $86 $150 Charges for Service $374,386 POLICE CHARGEBACK 2 215 FY 2016 FY 2017 FY 2018 FY 2018 FY 2019 FY 2019 Account Actual Actual Budget Projected Adopted Amended 25-215-54-00-5405 BUILD PROGRAM 32,510 25,950 - - - - 25-215-54-00-5406 RENEW PROGRAM 1,200 - - - - - 25-215-54-00-5448 FILING FEES 1,901 294 1,750 245 1,750 1,750 25-215-56-00-5620 OPERATING SUPPLIES - - 2,000 1,583 2,000 2,000 25-215-60-00-6060 EQUIPMENT 15,084 24,098 7,400 7,400 7,000 7,000 25-215-60-00-6070 VEHICLES 169,807 44,424 45,000 20,821 - 24,179 25-215-92-00-8000 PRINCIPAL PAYMENT 39,638 41,430 43,303 43,303 45,261 45,261 25-215-92-00-8050 INTEREST PAYMENT 31,177 29,385 27,512 27,512 25,554 25,554 $1,750 $2,000 $31,179 $70,815 $105,744 PUBLIC WORKS CAPITAL EXPENDITURES Description Contractual Services United City of Yorkville Vehicle & Equipment Fund $245 $1,750 Supplies Total:Supplies $0 $0 $2,000 $1,583 $2,000 Total:Contractual Services $35,611 $26,244 $1,750 $70,815 Capital Outlay Total:Capital Outlay $184,891 $68,522 $70,815 $70,815 $28,221 $7,000 Total: PW CAPITAL EXPENDITURES $291,317 $165,581 $126,965 $100,864 $81,565 Debt Service - Public Works Building Total: $52,400 Debt Service - PW Building $70,815 $70,815 3 Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #9 Tracking Number PW 2018-64 Raintree Village – Units 4, 5 and 6 Basin Maintenance Public Works Committee – June 19, 2018 Supermajority (6 out of 9) Consideration of Approval Consideration of Encap proposal Brad Sanderson Engineering Name Department A quote from Encap was received to perform on-going maintenance work at the storm water management basins located with Units 4, 5 and 6. Encap performed initial maintenance work in 2014/2015 as part of the completion of improvements plus the maintenance work in 2017. Sufficient funds remain in the subdivision completion budget to perform this work. We did not solicit formal bids for this work for the following reasons:  Encap is currently working for the homeowner’s association in maintaining the basins in Units 1, 2 and 3 of the subdivision.  Encap has a familiarity with the basins located in Units 4, 5 and 6.  Encap has performed similar type of work for the City recently. We recommend acceptance of the proposal from Encap, Inc. in the amount of $38,550. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: June 4, 2018 Subject: Raintree Village Units 4, 5 & 6 – Basin Maintenance c/o Brad Sanderson Engineering Enterprises, Inc. #DESCRIPTION OF WORK UNIT # OF UNITS UNIT COST COST 1 Basin F 2018 Maintenance Visits 3 $3,400.00 $10,200.00 2 Basin G 2018 Maintenance Visits 3 $3,000.00 $9,000.00 3 Basin H 2018 Maintenance Visits 3 $6,450.00 $19,350.00 TOTAL $38,550.00 PROPOSAL NO. 18-0531C May 31, 2018 Client shall pay an additional charge of two (2) percent (or the maximum percentage allowed by law, whichever is lower) of the invoiced amount per month for any payment received by ENCAP more than thirty (30) calendar days from the date of the invoice, excepting any portion of the invoiced amount in dispute and resolved in favor of Client. Payments shall first be applied to accrued interest and then to the unpaid principal amount. Payment Agreement Maintenance Visits includes spot mowing with weed whips and spot spraying of invasive species. Proposal does not include prescribed burns. Costs include prevailing wage rates. RE: Raintree Village Basins F, G, & H Maintenance - 2018 - Yorkville IL United City of Yorkville, (hereinafter “Client”) shall be solely liable for the timely payment of all amounts invoiced under this proposal. Invoices will be tendered by ENCAP, Inc. (“ENCAP”) from time to time, but no more frequently than every two weeks, and shall be due and payable upon receipt. If Client objects to all or any portion of an invoice, Client shall nevertheless timely pay the undisputed amount of such invoice and promptly advise ENCAP in writing of the reasons for disputing any amount. P: 630-466-6700 E:bsanderson@eeiweb.com United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 52 Wheeler Road Sugar Grove, Illinois 60554 If Client fails to pay invoiced amounts within thirty (30) calendar days of the date of the invoice, ENCAP may at any time, without waiving any other claim against Client and without incurring any liability to Client, suspend or terminate performance under this Agreement as long as any hazardous conditions created by ENCAP’S previously performed services are rendered non-hazardous to Clients employee’s, agents and subcontractors, the general public, and the environment. Termination shall not relieve Client of its obligation to pay amounts incurred up to termination. ENCAP shall be entitled to recover any and all costs of collection associated with recovery of amounts due under this Payment Agreement, including but not limited to reasonable attorney’s fees. Client will indemnify and hold harmless ENCAP and its representatives, agents, employees, and successors and assigns from and against any and all claims, suits, actions,losses, penalties, fines, and damages of any nature whatsoever, and shall pay any reasonable attorney’s fees, expert witnesses fees, and ENCAP fees, and court costs arising or resulting from (1) Client’s breach of this Agreement; or (2) Client’s negligence or intentional misconduct. Client shall accept full responsibility for payment notwithstanding any other agreement with owner or other party, and in no event will any provision in a contract, agreement, or understanding which conditions Client’s payment to ENCAP upon receipt of the payment from any other party relieve Client from responsibility for payment to ENCAP. Jonathan Koepke Date Authorized Rep. Date _______________________ ________ ____________________ ________ By: ENCAP, Inc. By: United City of Yorkville