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Public Works Packet 2018 08-21-18 AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, August 21, 2018 6:00 p.m. City Hall Conference Room 800 Game Farm Road, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: July 17, 2018 New Business: 1. PW 2018-73 Water Department Reports for April, May and June 2018 2. PW 2018-74 Request to Purchase Two Public Works Trucks and to Dispose of a 2004 Truck 3. PW 2018-75 Caledonia Subdivision – Release of Maintenance Guarantee 4. PW 2018-76 Casey’s Yorkville – Acceptance 5. PW 2018-77 Fox Highlands – Raintree Village Water Main Interconnect – ComEd Easement 6. PW 2018-78 Well No. 3 – Bid Results 7. PW 2018-79 Spring Street Parking 8. PW 2018-80 Sidewalk Program Review 9. PW 2018-81 CMAP Water Governance Report Old Business: 1. PW 2018-56 ADA Transition Plan 2. PW 2018-64 Raintree Village – Units 4, 5, and 6 Basin Maintenance 3. PW 2018-70 Ground Effects Sidewalk 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 August 21, 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, August 21, 2018 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. July 17, 2018 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2018-73 Water Department Reports for April, May and June 2018 □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2018-74 Request to Purchase Two Public Works Trucks and to Dispose of a 2004 Truck □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2018-75 Caledonia Subdivision – Release of Maintenance Guarantee □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2018-76 Casey’s Yorkville - Acceptance □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2018-77 Fox Highlands – Raintree Village Water Main Interconnect – ComEd Easement □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2018-78 Well No. 3 – Bid Results □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2018-79 Spring Street Parking □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 8. PW 2018-80 Sidewalk Program Review □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 9. PW 2018-81 CMAP Water Governance Report □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- OLD 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 2018-64 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 ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2018-70 Ground Effects Sidewalk □ 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 – July 17, 2018 Public Works Committee – August 21, 2018 Majority Committee Approval Minute Taker Name Department Page 1 of 3 DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, July 17, 2018, 6:00pm Yorkville City Hall, Conference Room 800 Game Farm Road IN ATTENDANCE: Committee Members Vice-Chairman Ken Koch Alderman Seaver Tarulis Alderman Jackie Milschewski Absent: Alderman Joel Frieders Other City Officials City Administrator Bart Olson Engineer Brad Sanderson, EEI Assistant City Administrator Erin Willrett Public Works Director Eric Dhuse Facilities Manager Steve Raasch Other Guests: Lisa Wolancevich Thomas Milschewski Johanna Byram The meeting was called to order at 6:00pm by Vice-Chairman Ken Koch. Citizen Comments: None Previous Meeting Minutes: June 19, 2018 The minutes were approved as presented. New Business: 1. PW 2018-65 Capital Improvement Projects Update Mr. Sanderson said this report is the quarterly update and there was no further comment. 2. PW 2018-66 Bond/LOC Reduction Quarterly Update This is also a quarterly update and Mr. Sanderson said there were no reductions in the last quarter. 3. PW 2018-67 NPDES Annual Report Mr. Sanderson said this is the annual report regarding stormwater and compliance with the permit. No further comment. Page 2 of 3 4. PW 2018- 68 2018 Sanitary Sewer Lining Change Order No. 1 The first phase of the sanitary sewer lining project is complete. The contractor said there were some very hard calcium deposits requiring special equipment which increased the cost. There is also additional work being added due to a significant amount of stormwater getting into the sewer in Raintree Village in 3 areas. Mr. Sanderson recommended repairing them at a total increase of $17,312.50 that is within the budgeted amount. This item moves to the consent agenda. 5. PW 2018-69 Small Cell Wireless Fees and Code Amendment Ms. Willrett said a Small Wireless Facilities Deployment Act was recently passed with new rules, regulations and fees. This applies to small wireless companies that wish to place their equipment on existing poles. The change is to the right of way ordinance. There are 2 existing poles grandfathered in, one of which is in front of city hall. The city will receive a recurring payment since the antenna is on a city-owned utility pole. This moves to the Planning and Zoning Commission for Public Hearing and then to City Council regular agenda. Action is needed by August 1. 6. PW2018-70 Ground Effects Sidewalk This was discussed last month and after examination of the area, Mr. Sanderson said the right-of-way is only 3 feet wide on the south by Ground Effects. This leaves no room to build there unless right-of- way is purchased. As a result, 3 options were determined: 1. Move proposed sidewalk to north side, would result in additional crossings. 2. Build sidewalk next to curb, purchase right-of-way, existing landscaping in the area needs to be relocated. 3. Carrying sidewalk through in right-of-way, trees and patios to be relocated, very costly. Alderman Koch said he also met with residents from Briarwood and that many residents in the area use the existing path. He asked if there is possible recapture from future development in the area. It is possible it could be part of a future development agreement. A reduced cost estimate was requested for the next meeting and staff will examine the budget for possible funding. 7. PW 2018-71 Old Jail RFP Mr. Olson presented the bids for demolition and the low bidder was D Construction at $78,000. He said there were 6 bidders all of whom submitted costs for remediation. This will be discussed at the July 24th Council meeting. Environmental contractors were also contacted and a bid of $27,000 for remediation only, was given. Lisa Wolancevich with the Save the Old Jail project presented some information and questions. In answer to one of her questions, Mr. Olson said an IEPA law had been passed in January that requires environmental issues be remediated prior to demolition of structures. He said there is asbestos on the pipes, lead paint, etc., as determined by an environmental inspector. Ms. Wolancevich said the State of Illinois has recognized the building as being eligible for National Registry of Historic Places and there are only 2 such buildings left in the country. The Illinois State Preservation Office needs to be contacted prior to demolition or any other action. A walk-through was conducted at the end of June and Mr. Raasch said protective measures were taken prior to entry. Ms. Wolancevich said she and the board-up company did not wear any protective clothing when they made entry. Her group is filling out paperwork for the National Trust. There were other brief questions regarding oil tanks and the roof material. The preservation group said they would like to see a different direction taken other than demolition. This matter will go before the Council on July 24th. Page 3 of 3 8. PW 2018-72 Metra Support Resolution Mr. Olson said CMAP does a regional comprehensive plan every 10 years and to have projects listed in the plan, ideas must be submitted and vetted by CMAP. The Metra project will be submitted as high priority and staff will ask for a resolution of support from the Council. Oswego is doing the same. This moves to the consent agenda. Old Business: 1. PW 2018-58 Beecher Center HVAC – Award of Contract A budget amendment has been approved and staff is waiting on approval of the low bidder after FY 2018 budget numbers are solidified, said Mr. Olson. One of the HVAC units is beyond repair. Staff recommends the low bidder, Trico, at $340,000. This will move to the regular agenda for the next Council meeting and will require a simple majority vote. Additional Business: There was no further business and the meeting was adjourned at 6:33pm. 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 2018-73 Water Department Reports for April, May and June 2018 Public Works Committee – August 21, 2018 Majority Approval Monthly water reports. Tom Konen Public Works Name Department ci3O,T United City of YorkvilleJ2 WATER DEPARTMENT REPORT y 9 < ce APRIL 2018 MONTH / YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FEET) FEET) FEET) GALLONS) 3 Abandoned 4 1401 665 384 19,076,000 7 1527 1105 430 7,401,000 8 1384 840 456 10,581,000 9 1368 870 509 8,778,000 TOTAL TREATED 41,824,000 CURRENT MONTH'S PUMPAGE IS 382,000 GALLONS more THAN LAST MONTH 408,000 GALLONS more THAN LAST YEAR DAILY AVERAGE PUMPED: 1,527,866 GALLONS DAILY MAXIMUM PUMPED: 2,185,000 GALLONS DAILY AVERAGE PER CAPITA USE: 73.37 GALLONS WATER TREATMENT: CHLORINE:1,056 LBS. FED CALCULATED CONCENTRATION:2.00 MG/L FLUORIDE: 97 LBS. FED CALCULATED CONCENTRATION: 0.86 MG/L POLYPHOSPHATE:1,005 LBS. FED CALCULATED CONCENTRATION: 1.00 MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: 27 SATISFACTORY 0 UNSATISFACTORY (EXPLAIN) FLUORIDE: 3 SAMPLE(S) TAKEN CONCENTRATION: 0.86 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: 13 NUMBER OF LEAKS OR BREAKS REPAIRED: 0 MXU'S: 12 BATTERIES REPLACED: 2 NEW CUSTOMERS: RESIDENTIAL: 8 COMMERCIAL: 0 INDUSTRIAL/GOVERNMENTAL: 0 COMMENTS: ry United City of YorkvilleI 1836 WATER DEPARTMENT REPORTF3T ALE ‘‘'` 5? MAY 2018 MONTH I YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FEET) FEET) FEET) GALLONS) 3 Abandoned 4 1401 665 384 22,692,000 7 1527 1105 430 9,438,000 8 1384 840 456 12,474,000 9 1368 870 509 12,538,000 TOTAL TREATED 52,735,000 CURRENT MONTH'S PUMPAGE IS 11,306,000 GALLONS more THAN LAST MONTH 4,989,000 GALLONS more THAN LAST YEAR DAILY AVERAGE PUMPED: 1,843,290 GALLONS DAILY MAXIMUM PUMPED: 3,140,000 GALLONS DAILY AVERAGE PER CAPITA USE: 93.46 GALLONS WATER TREATMENT: CHLORINE:1,296 LBS. FED CALCULATED CONCENTRATION: 1.00 MG/L FLUORIDE: 123 LBS. FED CALCULATED CONCENTRATION: 86 MG/L POLYPHOSPHATE: 1,411 LBS. FED CALCULATED CONCENTRATION: 1.00 MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: 27 SATISFACTORY 0 UNSATISFACTORY (EXPLAIN) FLUORIDE: 3 SAMPLES TAKEN CONCENTRATION: .86 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: 3 NUMBER OF LEAKS OR BREAKS REPAIRED: 1 MXU'S: 3 BATTERIES REPLACED: 0 NEW CUSTOMERS: RESIDENTIAL: 14 COMMERCIAL: 0 INDUSTRIAL/GOVERNMENTAL: 0 COMMENTS: QED C1Ty United City of YorkvilleJ?O 83T 1411--- 1836 WATER DEPARTMENT REPORT 9 < LE O JUNE 2018 MONTH / YEAR WELLS NO WELL DEPTH PUMP DEPTH WATER ABOVE PUMP THIS MONTH'S PUMPAGE FEET) FEET) FEET) GALLONS) 3 Abandoned 4 1401 665 384 23,564,000 7 1527 1105 430 9,791,000 8 1384 840 456 11,449,000 9 1368 870 509 12,363,000 TOTAL TREATED 52,918,000 CURRENT MONTH'S PUMPAGE IS 47,683 GALLONS more THAN LAST MONTH 8,048,000 GALLONS less THAN LAST YEAR DAILY AVERAGE PUMPED: 1,707,032 GALLONS DAILY MAXIMUM PUMPED: 3,191,000 GALLONS DAILY AVERAGE PER CAPITA USE:92.83 GALLONS WATER TREATMENT: CHLORINE:1,394 LBS. FED CALCULATED CONCENTRATION: 1.0 MG/L FLUORIDE: 119 LBS. FED CALCULATED CONCENTRATION: 75 MG/L POLYPHOSPHATE: 1,326 LBS. FED CALCULATED CONCENTRATION: 1.0 MG/L WATER QUALITY: BACTERIOLOGICAL SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY: 27 SATISFACTORY 0 UNSATISFACTORY (EXPLAIN) FLUORIDE: 3 SAMPLES TAKEN CONCENTRATION: .75 MG/L MAINTENANCE: NUMBER OF METERS REPLACED: 10 NUMBER OF LEAKS OR BREAKS REPAIRED: 1 MXU'S: 2 BATTERIES REPLACED: 0 NEW CUSTOMERS: RESIDENTIAL: 14 COMMERCIAL: 0 INDUSTRIAL/GOVERNMENTAL: 0 COMMENTS: 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: In addition, I spoke with Purchasing Manager, Carri Parker, who agreed that using the State Purchase bids is the correct route for the city to go. 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 2018-74 Purchase of Vehicles and Dispose of a 2004 Truck Public Works Committee - August 21, 2018 Supermajority (6 out of 9) Approval Proposing the purchase of 2 new vehicles for the pw department Eric Dhuse Public Works Name Department Summary I am asking to buy two new trucks for public works through the state purchase bid. We currently have $50,000 budgeted in the Water Fund for this expense. At the same time, I am asking for permission to sell a truck from our current fleet that we inherited from the engineering department and have continued to use since 2010. Background Public Works is trying to replace vehicles that we haven’t been able to replace since the downturn in the economy in 2008. By updating our fleet, we are increasing our reliability and lowering our repair costs. Truck that I would ask permission to sell: 1. 2004 Ford F150 4x4. Mileage 123,041. This truck is primarily used to perform utility locates on a daily basis. This truck was inherited from the engineering department in 2010 and is now really starting to show its age. The body is rusting, the engine and drivetrain are past their useful lives and should be replaced. Today, 123,000 miles on a vehicle is fairly normal. Unfortunately, these are not normal miles. These miles are all in town miles or off road in construction area miles. Neither of which are easy on a vehicle. I would ask permission to sell this vehicle at auction. I believe that we will get the most exposure to the largest group of potential buyers if we auction it as opposed to sealed bid. We will send this vehicle with others that we already have permission to dispose of to get rid of everything at once. Trucks I am asking permission to buy: 1. Ford F150 two wheel drive pickup. This truck would be utilized for utility locates on a daily basis. I have attached the build sheet which outlines the specific details of the truck for your review and comment. In addition to the pickup, we will have to purchase a bed topper to keep the locating equipment dry. The cost of the cap is approximately $2500 which is additional to the $24,985 price of the truck, for a total of $27,485. 2. Ford F250 4x4 with snow plow. This truck will be used as a daily driver for the water department to use for customer service calls, or other duties. This truck would also be equipped with an 8’6” snow plow to assist in snow removal operations. With the snowplow, the total for this truck is $36,275.00 Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: July 26, 2018 Subject: PW truck sales and purchases Recommendation I recommend the purchase of one Ford F150 from Morrow Brothers Ford of Greenfield IL for a cost not to exceed $25,000. In addition, I would ask that the City Council authorize the Director of Public Works to purchase a cap for the truck for a cost not to exceed $2,500. I would also recommend the purchase of one 2018 Ford F250 from Landmark Ford of Springfield, IL. For a cost not to exceed $36,500. The total cost for both pickups, cap and snow plow will be approximately $64,000 with only $50,000 budgeted this year. This leaves a difference of $14,000 that would need to be funded from other mechanisms. Finance Director Fredrickson suggested that we purchase the F150 and the snow plow at a total cost of $34,885 from the Public Works Capital cost center of the Vehicle & Equipment (25) Fund. This Fund has an ending PW Capital fund balance of $37,930 (unaudited) at the end of FY 2018, as a result of pw capital fees exceeding budgetary expectations. This suggestion was made since the F150 will be used to perform locates which benefit all PW departments and the snow plow will be used for street department purposes. A budget amendment ordinance, increasing the PW Capital cost center any vehicle line item from $0 to $35,000 has been attached for your review. The Ford F250 should be purchased by the water department since its primary use will be in that department. We currently have $50,000 budgeted for vehicles in the water department. This expense will be approximately $28,875 leaving us a balance of $21,125 remaining in the budget. I intend to revisit vehicle purchases at the midway point of the year to see if we can afford a Ford Transit van to use for the installation of water meters. By dividing the costs between the funds, we are able to better where the assets are being used and coding them to the proper department for the audit. In addition to Finance Director Fredrickson, I also spoke with our Purchasing Manager, Carri Parker to make sure that using the state purchase bids was the most economically feasible route that the City could take. Although she has purchased vehicles from local dealerships, she agreed that the state purchase bids are usually the lowest bid and that it is a good program to use to purchase vehicles. I would ask that this be placed on the August 21, 2018 Public Works Committee agenda for discussion. Please let me know if you have any questions or need further information. Ordinance No. 2018-____ Page 1 Ordinance No. 2018-____ AN ORDINANCE AUTHORIZING THE SEVENTH 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 Unaudited FY 2019 FY 2019 FY 2016 FY 2017 FY 2018 Adopted Amended Actual Actual Actual Budget Budget Revenue Licenses & Permits 89,150 134,050 229,575 120,600 120,600 Fines & Forfeits 11,374 6,608 8,730 6,700 6,700 Charges for Service 374,386 236,948 201,102 216,652 216,652 Investment Earnings 43 86 596 150 150 Miscellaneous 53,073 259,697 1,975 2,000 2,000 Total Revenue 528,026 637,389 441,978 346,102 346,102 Expenditures Contractual Services 52,553 31,526 53,799 10,500 10,500 Supplies - - - 36,411 36,411 Capital Outlay 506,175 264,262 228,305 242,241 277,241 Debt Service 73,034 73,034 73,034 73,034 73,034 Total Expenditures 631,762 368,822 355,138 362,186 397,186 Surplus (Deficit)(103,736)268,567 86,840 (16,084)(51,084) Police Capital Fund Balance - - - - 23,550 General Gov Capital Fund Balance - - - - - Public Works Capital Fund Balance - - 37,930 6,435 9,365 Park & Rec Capital Fund Balance 1,841 270,407 319,317 257,366 273,248 Ending Fund Balance 1,841 270,407 357,247 263,801 306,163 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 $400 Thousands 1 25 Unaudited FY 2016 FY 2017 FY 2018 FY 2019 FY 2019 Account Actual Actual Actual Adopted Amended 25-000-42-00-4215 DEVELOPMENT FEES - POLICE CAPITAL 12,900 32,100 51,511 30,600 30,600 25-000-42-00-4216 BUILD PROGRAM PERMITS 43,410 28,700 44,935 - - 25-000-42-00-4217 WEATHER WARNING SIREN FEES - - 224 - - 25-000-42-00-4218 ENGINEERING CAPITAL FEES 3,250 8,600 11,000 12,000 12,000 25-000-42-00-4219 DEVELOPMENT FEES - PW CAPITAL 26,240 60,350 116,205 72,000 72,000 25-000-42-00-4220 DEVELOPMENT FEES - PARK CAPITAL 1,625 4,300 5,700 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 8,130 6,000 6,000 25-000-43-00-4316 ELECTRONIC CITATION FEES 571 743 600 700 700 25-000-44-00-4418 5,744 1,955 894 2,000 2,000 25-000-44-00-4419 COMMUNITY DEVELOPMENT CHARGEBACK - - - 40,000 40,000 25-000-44-00-4420 174,263 97,459 130,208 140,241 140,241 25-000-44-00-4421 194,379 63,626 - - - 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 86 596 150 150 25-000-48-00-4852 624 435 214 - - 25-000-48-00-4854 3,929 5,100 1,761 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 Fines & Forfeits Fines & Forfeits $11,374 $89,150 $150 Total:$6,608 Total:Investment Earnings $43 $120,600 $6,700 $216,652 Total:Licenses & Permits Charges for Service MOWING INCOME Total: VEHICLE & EQUIPMENT FUND REVENUE Description $229,575 $1,975 $2,000 SALE OF CAPITAL ASSETS - PARK CAPITAL Investment Earnings MISCELLANEOUS INCOME - PW CAPITAL Total:Miscellaneous $53,073 $259,697 SALE OF CAPITAL ASSETS - POLICE CAPITAL SALE OF CAPITAL ASSETS - PW CAPITAL MISCELLANEOUS INCOME - POLICE CAPITAL $346,102Total: VEHICLE & EQUIP REVENUE $528,026 $637,389 $441,978 MISCELLANEOUS INCOME - PARK CAPITAL Miscellaneous $8,730 $134,050 $201,102$236,948 $86 $596 Charges for Service $374,386 POLICE CHARGEBACK 2 205 Unaudited FY 2016 FY 2017 FY 2018 FY 2019 FY 2019 Account Actual Actual Actual Adopted Amended 25-205-54-00-5405 BUILD PROGRAM 9,750 2,700 9,915 - - 25-205-54-00-5406 RENEW PROGRAM 450 - - - - 25-205-54-00-5495 OUTSIDE REPAIR & MAINTENANCE 5,517 760 8,570 8,750 8,750 25-205-60-00-6060 EQUIPMENT 2,369 - 28,278 5,000 5,000 25-205-60-00-6070 VEHICLES 194,750 141,832 154,039 140,241 140,241 $182,317 $3,460 Total:Capital Outlay $197,119 $153,991$153,991Total: POLICE CAPITAL EXPENDITURES $212,836 $200,802$145,292 United City of Yorkville Vehicle & Equipment Fund $145,241$141,832 Capital Outlay POLICE CAPITAL EXPENDITURES Description $8,750 Contractual Services Total:Contractual Services $15,717 $8,750 $145,241 $18,485 3 212 Unaudited FY 2016 FY 2017 FY 2018 FY 2019 FY 2019 Account Actual Actual Actual Adopted Amended 25-212-56-00-5635 COMPUTER EQUIPMENT & SOFTWARE - - - 34,411 34,411 Capital Outlay 25-212-60-00-6070 VEHICLES - - - 40,000 40,000 Total:Supplies $0 $0 $34,411 $40,000 $74,411$0 $34,411$0 GENERAL GOVERNMENT CAPITAL Description Supplies United City of Yorkville Vehicle & Equipment Fund $74,411 $0 $40,000Total:Capital Outlay $0 $0 Total: GENERAL GOVERNMENT CAPITAL $0 $0 4 215 Unaudited FY 2016 FY 2017 FY 2018 FY 2019 FY 2019 Account Actual Actual Actual Adopted Amended 25-215-54-00-5405 BUILD PROGRAM 32,510 25,950 34,170 - - 25-215-54-00-5406 RENEW PROGRAM 1,200 - - - - 25-215-54-00-5448 FILING FEES 1,901 294 294 1,750 1,750 25-215-56-00-5620 OPERATING SUPPLIES - - - 2,000 2,000 25-215-60-00-6060 EQUIPMENT 15,084 24,098 20,821 7,000 7,000 25-215-60-00-6070 VEHICLES 169,807 44,424 - - 35,000 25-215-92-00-8000 PRINCIPAL PAYMENT 39,638 41,430 43,303 45,261 45,261 25-215-92-00-8050 INTEREST PAYMENT 31,177 29,385 27,512 25,554 25,554 $1,750 $2,000 $42,000 $70,815 $116,565 PUBLIC WORKS CAPITAL EXPENDITURES Description Contractual Services United City of Yorkville Vehicle & Equipment Fund $34,464 $1,750 Supplies Total:Supplies $0 $0 $0 $2,000 Total:Contractual Services $35,611 $26,244 Capital Outlay Total:Capital Outlay $184,891 $68,522 $70,815 $70,815 $20,821 $7,000 Total: PW CAPITAL EXPENDITURES $291,317 $165,581 $126,100 $81,565 Debt Service - Public Works Building Total:Debt Service - PW Building $70,815 $70,815 5 225 Unaudited FY 2016 FY 2017 FY 2018 FY 2019 FY 2019 Account Actual Actual Actual Adopted Amended 25-225-54-00-5405 BUILD PROGRAM 1,150 50 850 - - 25-225-54-00-5406 RENEW PROGRAM 75 - - - - 25-225-54-00-5462 PROFESSIONAL SERVICES - 1,772 - - - 25-225-60-00-6060 EQUIPMENT 78,936 53,908 5,264 50,000 50,000 25-225-60-00-6068 TRAIL IMPROVEMENTS 20,347 - - - - 25-225-60-00-6070 VEHICLES 24,882 - 19,903 - - 25-225-92-00-8000 1,242 1,298 1,357 1,418 1,418 25-225-92-00-8050 INTEREST PAYMENT 977 921 862 801 801 Capital Outlay $0 $50,000 $2,219 $52,219 $1,822 $850 $0 PRINCIPAL PAYMENT Total: $57,949 $28,236 $124,165 $53,908 PARKS & RECREATION CAPITAL EXPENDITURES Description Capital Outlay Contractual Services Total:Contractual Services $1,225 United City of Yorkville Vehicle & Equipment Fund $52,219 $25,167 $50,000 Debt Service - Public Works Building Total:Debt Service - PW Building $2,219 $2,219 $2,219 $2,219 Total: PARK & REC CAPITAL EXPENDITURES $127,609 6 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 2018-75 Caledonia Subdivision – Release of Maintenance Guarantee Public Works Committee – August 21, 2018 Majority Consideration of Approval Brad Sanderson Engineering 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 #4 Tracking Number PW 2018-76 Casey’s Yorkville Public Works Committee – August 21, 2018 Majority Consideration of Approval Acceptance Consideration Brad Sanderson Engineering Name Department The developer has requested that the City accept the public improvements for ownership and maintenance. All work related to the public improvements, including punch list work has been completed. We recommend that the public improvements (water main, sanitary sewer, and sidewalk) as described in the attached Bill of Sale be accepted for ownership and maintenance by the City. As required by City Code, the developer will be responsible to provide a performance guarantee to cover the one-year maintenance period. This period starts after the City formally accepts the improvements. Along with final acceptance, there is a bond reduction to 10% of the value of the public improvements (Maintenance Guarantee). The existing bond and new amounts are as follows: Merchants Bonding Company Subdivision Bond No. ILC65613 (Existing) $158,738.00 Original Approved EOPC (Public Improvement Portion) $76,038.00 Required Value (10% of Original) $7,603.80 Net Allowable Reduction $151,134.20 Upon City Council approval of the acceptance and the receipt of the executed Bill of Sale and new guarantee amount, the existing security may then be released. If you have any questions or require additional information, please call. 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: August 6, 2018 Subject: Casey’s Yorkville - Acceptance 1 BILL OF SALE Seller, _______________, in consideration of One and 00/100th Dollar ($1.00), receipt hereby acknowledged, does hereby sell, assign, transfer and convey to the Buyer, the United City of Yorkville, an Illinois municipal corporation, at 800 Game Farm Road, Yorkville, Illinois 60560, the following personal property to wit described in Exhibit A attached hereto for the development know as Casey’s Yorkville, and generally shown on Exhibit B. Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said property, that said property is free and clear of all liens, charges and encumbrances, and that Seller has full right, power, and authority to sell said property and to make this Bill of Sale. IN WITNESS WHEREOF, Seller has signed and sealed this Bill of Sale at ___________________________________, this _____ day of _______________, 20__. Subscribed and Sworn to before me this _____ day of _____________, 20__. _______________________ Notary Public EXHIBIT A CASEY'S YORKVILLE UNITED CITY OF YORKVILLE UNIT QUANTITIY FOOT 323 EACH 4 FOOT 325 EACH 1 EACH 2 EACH 1 SQ FT 360 ROADWAY CONSTRUCTION CONCRETE SIDEWALK (4") CONNECTION TO EXISTING WATERMAIN SANITARY SEWER CONSTRUCTION 8" MAIN EXTENSION 12" GATE VALVE UTILITIES 4' DIAMETER MANHOLE WATER MAIN CONSTRUCTION 12" DUCTILE IRON WATER MAIN FIRE HYDRANT TGYLTTACEGYLST519509512515516510513514517503501DDSSSSDWWWGME/TC.O. C. O . C.O.C.O.C.O.C.O.C.O.C.O.PROPOSED66'x114'CANOPYPROPOSED42'-6" x 110'-3"CASEY'S BUILDINGSS-00EXISTING SANITARY STRUCTURERIM 642.97CORE DRILL AND RUBBER BOOTPROPOSED CONNECTIONINV. 633.52 (8" NW)INV. 633.47 (8" NE)INV. 633.42 (8" S)SS-014' DIA. SANITARY MANHOLE, TYPE ARIM 642.74INV. 634.00 (8" W)INV. 633.80 (8" SE)SS-044' DIA. SANITARY MANHOLE, TYPE ARIM 641.50INV. 635.75 (6" W)INV. 635.55 (8" S)SS-034' DIA. SANITARY MANHOLE, TYPE ARIM 641.00INV. 637.10 (6" NE)INV. 635.10 (8" SE)INV. 635.30 (8" N)CONNECT COFFMAN CARPETS' SANITARY SEWERTO PUBLIC SEWER MAIN.CONTRACTOR TO VERIFY LOCATIONOF EXISING SERVICE.ADDTIONAL PIPE MAY BE REQUIREDTO CONNECT TO SERVICE.INV. 635.94 (6" E)97 L.F. OF 8" PVCSDR-26, ASTM D3034@ 0.46%67 L.F. OF 8" PVCSDR-26, ASTM D3034@ 0.42%19 L.F. OF 6" PVCSDR-26, ASTM D3034@ 1.00%55 L.F. OF 8" PVCSDR-26, ASTM D3034@ 0.46%FFE = 640 ±SS-024' DIA. SANITARY MANHOLE, TYPE ARIM 642.32INV. 634.65 (8" NW)INV. 634.45 (8" E)105 L.F. OF 8" PVCSDR-26, ASTM D3034@ 0.43%C. O . C.O. C.O.C.O.5 L.F. OF 6" PVCSDR-26, ASTM D3034@ 3.50%14 L.F. OF 6"A.W.W.A. C-900,DR-18, ASTM D1784@ 5.75%5 L.F. OF 6" PVCSDR-26, ASTM D3034@ 3.52%1 L.F. OF 6" PVCSDR-26, ASTM D3034@ 3.50%24 L.F. OF 6"A.W.W.A. C-900,DR-18, ASTM D1784@ 3.29%CLEANOUTRIM 642.45INV. 637.53 (6")7 L.F. OF 6" PVCSDR-26, ASTM D3034@ 3.29%SANITARY SERVICE ENTRY (RE: ARCH)INV. 638.50 (6")SANITARY SERVICE ENTRY (RE: ARCH)INV. 638.50 (6")GREASE TRAP ENTRYINV. 638.29 (6")GREASE TRAP EXITINV. 638.12 (6")WYE CONNECTIONINV. 637.29 (6")CLEANOUTRIM 642.91INV. 638.33 (6")CLEANOUTRIM 642.91INV. 638.32 (6")3 L.F. OF 6" PVCSDR-26, ASTM D3034@ 5.95%ITEMDATEDATEPROJECT NAMEOWNER'S NAMECONSULTANTSISSUED FORCHECKEDDRAWNREVISIONSPMPROJECT NUMBERSHEET NUMBERSHEET TITLE05-26-2017AGENCY REVIEW07-14-201708-10-201709-20-201710-05-201710-27-201711-10-201712-07-201701-12-2018AGENCY REVIEWAGENCY REVIEWIDOT REVIEWAGENCY REVIEWAGENCY REVIEWAGENCY REVIEWAGENCY REVIEWAGENCY REVIEW--------------------------------------------------------C0816110OSDRCSRGS1.2.3.4.5.6.7.02-07-2018AGENCY REVIEW02-26-2018AGENCY REVIEW03-30-2018FOR CONSTRUCTION-------- www.arcdesign.comDesign Firm License No. 184-0013345291 ZENITH PARKWAYLOVES PARK, IL 61111VOICE: (815) 484-4300FAX: (815) 484-4303--------------------------------1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.UTILITY PLAN020'30'40'HTRONBENCHMARK 2Top Bury Bolt on a fire hydrantlocated along the East right of wayMcHugh Road being approximately246' south of the intersection of USRoute 34 and McHugh Road645.22643.52ELEVATION (USGS)DESCRIPTIONBENCHMARK 1Top Bury Bolt on a fire hydrant locatedSouthwest of the intersection of USRoute 34 and McHugh RoadBENCHMARKSBENCHMARK 3Top Southwest Bolt on a fire hydrantlocated South of the intersection ofFarmstead Drive and McHugh RoadCASEY'SYORKVILLE, IL645.22UTILITY NOTES1.THE CONTRACTOR SHALL PROVIDE PROPER SAFETY DEVICES IN ACCORDANCE WITH OSHA STANDARDS FOR ALLSTAFF WORKING IN OPEN TRENCH CONDITIONS. TRENCH BOXES AND OTHER SHORING SHALL BE REQUIREDFOR ALL TRENCH WORK, IN THE CITY RIGHT-OF-WAY, AND ON PRIVATE PROPERTY, WHILE THE SITE IS UNDERCONSTRUCTION.2.ALL PRIVATE WATER MAINS CONSTRUCTED ON THE PROPERTY ARE TO BE CONSTRUCTED WITH MATERIALSTHAT FOLLOW THE STATE OF ILLINOIS, CITY OF YORKVILLE WATER DEPARTMENT AND THE CITY OF YORKVILLE,ILLINOIS REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH YORKVILLEWATER DEPARTMENT AND THE CITY OF YORKVILLE, ILLINOIS REQUIREMENTS FOR PIPE MATERIAL AND OTHERWATER MAIN APPURTENANCES.3.EXISTING UTILITY INFORMATION IS SHOWN FROM SURVEY WORK BY OTHERS, FIELD OBSERVATIONS,AVAILABLE PUBLIC RECORDS AND AS-BUILT DRAWINGS. EXACT LOCATIONS AND ELEVATIONS OF UTILITIESSHALL BE DETERMINED PRIOR TO INSTALLING NEW WORK. EXCAVATE TEST PITS AS REQUIRED.4.CONTACT ALL PUBLIC AND PRIVATE UTILITY COMPANIES 48 HOURS PRIOR TO ANY EXCAVATION. COST OFREPLACEMENT OR REPAIR OF EXISTING UTILITIES DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONSHALL BE THE CONTRACTOR'S RESPONSIBILITY.5.THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATIONS OF THE BENCHMARKS PRIOR TO COMMENCING WORK.THE CONTRACTOR SHALL ALSO FIELD VERIFY LOCATION, ELEVATION AND SIZE OF EXISTING UTILITIES, ANDVERIFY FLOOR, CURB OR PAVEMENT ELEVATIONS WHERE MATCHING INTO EXISTING WORK. THE CONTRACTORSHALL FIELD VERIFY HORIZONTAL CONTROL BY REFERENCING SHOWN COORDINATES TO KNOWN PROPERTYLINES. NOTIFY ENGINEER OF DISCREPANCIES IN EITHER VERTICAL CONTROL PRIOR TO PROCEEDING WITHWORK.6.REFER TO BUILDING PLANS FOR EXACT LOCATIONS OF NEW UTILITY ENTRIES.7.CONTRACTOR SHALL SET ALL CLEANOUT, CASTINGS, AND VALVE BOXES TO FINISHED GRADE.8.CONTRACTOR SHALL COORDINATE THE WATER AND SEWER CONNECTIONS WITH THE CITY OF YORKVILLEPUBLIC WORKS DEPARTMENT.9.CONTRACTOR SHALL KEEP AT MINIMUM ONE LANE OF TRAFFIC OPEN DURING CONSTRUCTION OF SANITARYMAIN UNDER MCHUGH ROAD. CONTRACTOR SHALL FOLLOW IDOT STANDARDS FOR TRAFFIC CONTROL.PROPOSED SANITARY SEWERPROPOSED UNDERGROUND ELECTRIC SERVICEPROPOSED TELEPHONE SERVICEPROPOSED WATER VALVEPROPOSED GAS MAINPROPOSED WATER SERVICEEXISTING FIRE HYDRANT ASSEMBLYEXISTING MANHOLE OR CATCH BASINEXISTING WATER VALVEEXISTING GAS MAINPROPOSED TRANSFORMEREXISTING SANITARY SEWEREXISTING WATER MAINEXISTING OVERHEAD UTILITY LINESEXISTING UTILITY POLEPROPOSED STORM SEWERPROPOSED SANITARY MANHOLEDSEXISTING SANITARY MANHOLEPROPERTY LINECO.PROPOSED SANITARY CLEANOUTEXISTING LIGHT POLEUTILITY LEGENDWATER METER AND PROPOSED 2" TYPE K COPPER TUBING IN ACCORDANCE WITH ASTM B-88,WATER SERVICE.GAS SERVICE ENTRY AND METER (RE: ARCH)PROPOSED 1.5" SCH. 40 IRON PIPE GAS SERVICE (COORDINATE INSTALLATION WITH NICOR).680 MBH - 680,000 MBH INPUT - 618 CU FT/HR HOUSE PRESSURE 7"W.C.PROPOSED ELECTRIC (ELECTRIC 3 PHASE, 800 AMP 120/208 VOLTS, 4 WIRE) (CONTRACTORTO COORDINATE CONNECTION WITH COMED)PROPOSED PHONE SERVICE (8 PAIR, 4 LINES)STORM SEWER, REFER TO GRADING PLANCONNECT TO WATERMAIN WITH A 2" STAINLESS STEEL TAPPING SLEEVE (MUELLER H615MECHANICAL JOINT TAPPING SLEEVE OR APPROVED EQUAL). 2" WATER SERVICE WITH 2"CURB STOP TO BE PLACED AT SOUTH R.O.W. LINE OF US ROUTE 34. COORDINATECONNECTION WITH CITY OF YORKVILLE WATER DEPARTMENT.TRANSFORMER PAD (CONTRACTOR TO COORDINATE INSTALLATION WITH COMED)1500 GAL. GREASE TRAP INTERCEPTOR. RE: YORKVILLE BRISTOL SANITARY DISTRICT DETAIL.SEE SHEET C11.CONTRACTOR SHALL INSTALL A 4" SCH. 40 PVC CONDUIT FOR THE PROPOSED ELECTRICALSERVICE. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE INSTALLATION OFTHE PROPOSED SERVICE WITH COMED.23456178LIGHT POLE & FIXTURE910CASEY'S RETAIL COMPANYONE CONVENIENCE BLVDANKENY, IA 50021RYAN STEVENS(515) 446-6709BENCHMARK 1BENCHMARK 2LEGEND45172391107 McHugh Roadand 9230 Route 34Yorkville, IL 60560SEE DETAIL ADETAIL A - SCALE = 1":10'108GAS SERVICE CONNECTION TO EXISTING GAS MAIN.CONTRACTOR TO COORDINATE WITH GAS COMPANYPRIOR TO CONSTRUCTION.1-1/4" TYPE K COPPERWATER SERVICECONNECTION FORADJACENT PROPERTYCONNECT PROPOSED12" WATER MAIN INTOEXISTING 12" VALVE12" D.I.P. WATERMAINEXTENSION. SEE SHEET C21666SEE SHEET C05 - LAYOUT PLAN FORPAVEMENT PATCH REQUIREMENTSPROPOSED FIRE HYDRANTASSEMBLY, COMPLETEPROPOSED FIRE HYDRANTASSEMBLY, COMPLETEUTILITY CROSSINGTOP OF WATER = 636.42BOTTOM OF SANITARY = 637.92MAINTAIN MIN 18" VERTICALSEPARATION.MAINTAIN 18"VERTICAL SEPARATIONUS ROUTE 34 (E VETERANS PARKWAY)McHUGH ROAD2" B-BOX LOCATED 5'FROM WATER MAIN1-1/4" B-BOX LOCATED 5'FROM WATER MAINEXISTING SEPTIC ON COFFMAN CARPETS PROPERTY TO BEABANDONED FOLLOWING CONNECTION TO PUBLIC SEWERSYSTEM. AFTER SEPTIC SYSTEM IS PUMPED, CRUSH SEPTICSYSTEM AND SEND RECEIPT OF WORK TO:KENDALL COUNTY HEALTH DEPARTMENT: ENVIRONMENTALHEALTH SERVICES811 W. JOHN STREET, YORKVILLE, IL 60560UTILITY CROSSINGTOP OF WATER = 636.16BOTTOM OF SANITARY = 637.66MAINTAIN MIN 18" VERTICALSEPARATION.912" GATE VALVE WITHCAPPED STUB TO WESTCONTRACTOR TO CONNECT NEW WATER SERVICE TOEXISTING INTERIOR WATER CONNECTION. CONTACTDAVE OR DEBBIE COFFMAN (630) 553-9820 TWO (2)WEEKS PRIOR TO ARRANGE SERVICE SWITCHINGAND FOR INSTALLATION OF SPIGOT. CONNECTIONSHALL NOT BE MADE UNTIL WATER SERVICE FROMPUBLIC WATER SUPPLY IS AVAILABLE. 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 #5 Tracking Number PW 2018-77 Fox Highland-Raintree Village Water Main Interconnect – Comed Easement Public Works Committee – August 21, 2018 Majority Consideration of Approval Consideration of Easement Brad Sanderson Engineering Name Department Background: The United City of Yorkville submitted for permission to cross Comed right-of-way earlier this year in March as part of the above referenced project. Comed has completed its review and has provided a Water Easement Agreement for consideration by the City. The easement is necessary for the City to complete the water main project. As a reminder, this work is driven by the widening of Rt 71 by IDOT. Question Presented: Should the City execute the easement documents? Discussion: The easement documents have been reviewed by the City Attorney and have been found acceptable. We are recommending approval of the easement documents. Action Required: Consideration of approval. 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: August 8, 2018 Subject: Fox Highland – Raintree Village Water Main Interconnect – Comed Easement Kendall County IL GISKendall County Illinois GIS Arrow 100 Arrow 400 FromTo 100 FromTo 400 Hook 100 Hook 400 Tip 100 Tip 400 Road Names March 6, 2018 0 0.1 0.20.05 mi 0 0.15 0.30.075 km 1:7,180 NLS 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 #6 Tracking Number PW 2018-78 Re-piping of Existing Water Main and Demolition of Well #3 Building Public Works Committee – August 21, 2018 Majority Consideration of Award Recommendation of Contract Award Brad Sanderson Engineering Name Department Bids were received, opened and tabulated for work to be done on the Re-Piping of Existing Water Main and Demolition of Well #3 Building at 10:00 a.m. on July 31, 2018. Representatives of contractors bidding the project, the City, and our firm were in attendance. A tabulation of the bids and the engineer’s estimate is attached for your information and record. The low bid was below our engineer’s estimate. We recommend the acceptance of the bid and approval of the contract award be made to the low bidder, Performance Construction and Engineering, Inc., 217 West John Street, Plano, IL 60545 in the amount of $118,800.00. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Erin Willrett, Assistant City Administrator Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: August 6, 2018 Subject: Re-Piping of Existing Water Main and Demolition of Well #3 Building BID TABULATIONENGINEER'S ESTIMATEBIDS RECD 7/31/201852 Wheeler RoadSugar Grove, IL 60554 ITEMUNIT UNIT UNIT UNITNO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT1PRESSURE CONNECTION WITH TAPPING SLEEVE, 12" TAPPING VALVE IN VALVE BOXEACH 1 12,000.00$ 12,000.00$ 27,750.00$ 27,750.00$ 6,800.00$ 6,800.00$ 8,000.00$ 8,000.00$ 2PRESSURE CONNECTION WITH TAPPING SLEEVE, 12" TAPPING VALVE IN 60" VAULTEACH 1 15,000.00$ 15,000.00$ 24,500.00$ 24,500.00$ 6,700.00$ 6,700.00$ 9,500.00$ 9,500.00$ 3WATER MAIN, 12-INCH D.I.P., CLASS 52 WITH POLYETHYLENE WRAPFOOT 25 400.00$ 10,000.00$ 434.00$ 10,850.00$ 90.00$ 2,250.00$ 110.00$ 2,750.00$ 4 DISCONNECT AND ABANDON EXISTING WATER MAIN EACH 1 5,500.00$ 5,500.00$ 2,500.00$ 2,500.00$ 40,000.00$ 40,000.00$ 2,500.00$ 2,500.00$ 5 WATER MAIN REMOVAL FOOT 15 50.00$ 750.00$ 340.00$ 5,100.00$ 20.00$ 300.00$ 200.00$ 3,000.00$ 6WATER MAIN REMOVAL - WELL HOUSEFOOT 10 50.00$ 500.00$ 250.00$ 2,500.00$ 20.00$ 200.00$ 200.00$ 2,000.00$ 7DUCTILE IRON FITTINGSLB 506 5.00$ 2,530.00$ 5.75$ 2,909.50$ 20.00$ 10,120.00$ 8.00$ 4,048.00$ 8 FOUNDATION MATERIAL CUYD 50 40.00$ 2,000.00$ 75.00$ 3,750.00$ 41.00$ 2,050.00$ 30.00$ 1,500.00$ 9 RAW WATER MAIN FLUSHING LSUM 1 750.00$ 750.00$ 5,000.00$ 5,000.00$ 5,700.00$ 5,700.00$ 5,000.00$ 5,000.00$ 10 WATER MAIN DISINFECTION LSUM 1 1,500.00$ 1,500.00$ 9,215.00$ 9,215.00$ 5,700.00$ 5,700.00$ 24,000.00$ 24,000.00$ 11 EXPLORATORY EXCAVATION EACH 1 1,000.00$ 1,000.00$ 3,500.00$ 3,500.00$ 20,000.00$ 20,000.00$ 1,000.00$ 1,000.00$ 12 BACKFILL WELL PIT LSUM 1 4,500.00$ 4,500.00$ 8,000.00$ 8,000.00$ 7,200.00$ 7,200.00$ 14,000.00$ 14,000.00$ 13 PAVEMENT REMOVAL SQYD 20 10.00$ 200.00$ 50.00$ 1,000.00$ 110.00$ 2,200.00$ 15.00$ 300.00$ 14 HOT-MIX ASPHALT PAVEMENT PATCHING, 4 INCH SQYD 20 125.00$ 2,500.00$ 60.00$ 1,200.00$ 240.00$ 4,800.00$ 75.00$ 1,500.00$ 15HOT-MIX ASPHALT PAVEMENT, 4 INCH WITH 12 INCH AGGREGATE BASESQYD 185 55.00$ 10,175.00$ 45.00$ 8,325.00$ 83.00$ 15,355.00$ 100.00$ 18,500.00$ 16 RESTORATION SQYD 70 15.00$ 1,050.00$ 50.00$ 3,500.00$ 78.00$ 5,460.00$ 40.00$ 2,800.00$ 17 TRAFFIC CONTROL AND PROTECTION LSUM 1 8,845.00$ 8,845.00$ 5,000.00$ 5,000.00$ 3,200.00$ 3,200.00$ 5,000.00$ 5,000.00$ 18ALLOWANCE - ITEMS ORDERED BY THE ENGINEERUNIT 10,000 1.00$ 10,000.00$ 1.00$ 10,000.00$ 1.00$ 10,000.00$ 1.00$ 10,000.00$ 19 DEMOLITION OF WELL #3 BUILDING LSUM 1 30,000.00$ 30,000.00$ 13,740.00$ 13,740.00$ 30,000.00$ 30,000.00$ 30,000.00$ 30,000.00$ TOTAL118,800.00$ 148,339.50$ 178,035.00$ 145,398.00$ % BELOW/ABOVE ENGINEER'S ESTIMATE-18.3% 2.0% 22.4%1540 Gilpen AvenueA - 1 FOWLER, INC.BID TABULATION RE-PIPING OF THE EXISTING WATER MAIN & DEMOLITION OF WELL #3 BUILDINGPlano, IL 60545 Coal City, IL 60416PERFORMANCE CONST. & ENG., INC.217 W. John StreetUNITED CITY OF YORKVILLED. CONSTRUCTION1488 S. BroadwaySouth Elgin, IL 60177ENGINEERING ENTERPRISES, INC.52 WHEELER ROAD, SUGAR GROVE, ILLINOIS 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 2018-79 Spring Street Parking Public Works Committee - August 21, 2018 Positive Approval Proposing a no parking zone on the south side of West Spring St. from Rt. 47 to Church St. Eric Dhuse Public Works Name Department Summary I am proposing to create a no parking area on West Spring St. from Rt. 47 to Church St. on the south side of the street only. Parking would still be allowed on the north side of the street. Background West Spring Street is approximately 280’ long and 18.5’ wide. On this street are 4 driveways, 2 on the north side that are relatively narrow and 2 on the south that are very wide in comparison. With the road only being 18.5’ wide in most of the parking areas, it is impossible to park on both sides of the street and have cars travel down the roadway. It has been brought to my attention that parking problems on this street have become a fairly common issue due to the street’s proximity to Parkview School, Town Square and Chapel on the Green. The resident that lives on the corner of Church and W. Spring has had instances where cars park on her yard because the road is so narrow, and other instances where cars actually block the driveway when parking for an event. In addition to the resident complaint, there is a real safety issue to consider. If cars are parked on both sides of this street, an emergency vehicle could not get down this street if needed. I have asked for the input of our Engineers and our Police Department as well. Both departments agree that parking should be eliminated on the south side of the street to create a better traffic flow and allow for emergency vehicle access at all times. By creating this no parking zone, we would lose 5 parking spaces that are currently utilized when needed. Recommendation I recommend that City create a no parking zone on the south side of W. Spring St. from N. Bridge St. to Church St. I would ask that this be placed on the August 21, 2018 Public Works Committee meeting for discussion. If you have any questions or need further information, please let me know. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: August 9, 2018 Subject: Spring St. Parking Ordinance No. 2018-____ Page 1 Ordinance No. 2018-_____ AN ORDINANCE AMENDING THE CODE OF ORDINANCES OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS REGULATING ON-STREET PARKING NOW THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. Title 6, Chapter 2, Section 2, of the United City of Yorkville Code of Ordinances is hereby amended by adding the following: 6-2-2: PARKING PROHIBITED ON DESIGNATED STREETS: SPRING STREET A “no parking” zone shall be created on the south side of W. Spring Street from Bridge Street (Route 47) to Church Street. Section 2. If any Section, subsection, sentence, clause, phrase or portion of this Chapter is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision, and such holding shall not affect the validity of the remaining portions hereof. Section 3. This Ordinance shall be in full force and effect upon its passage, approval, and publication as provided by law. 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 Untitled Map Legend 4 Write a description for your map. a a fi f off.w , I/14411 a. iiii ati',... t W a r 9 T w J'" Y . ": Ill Rey IL' Y° 0 t. yyr t a y 1 x y s., W f ofs k.., ,,),;,. ii, 0,..1,. . i. of - .. c • # ' 1.. 1, f*4 4fir' i p 3 Ck el I -dub ..J' 41 x, ogle Earth w r' Untitled Map y,. ittVr• K r Legend W me a description for your map 6 y 40. Y 4. .. ate- w, N. a Y r rY° 1 , i lt• 0, , . , J 46 " erg. .. .. t. fir may'M 1.E., 1. .e . fi h Y I} 1(...4.,,,,,, 4 g].. r 7. 44,r,..1. r, r...,:...,,,,: rte• r. r:,,,,-,,.r. 1 o s - t J 90'18 ou la i. 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 2018-80 Sidewalk Program Review Public Works Committee - August 21, 2018 None None Overview of past and present sidewalk programs. Informational item asked for By Alderman Frieders Eric Dhuse Public Works Name Department Summary A brief overview of our past and present sidewalk replacement program as asked for by Alderman Frieders. Background The City has had many different sidewalk maintenance and replacement programs throughout the years. When I started in the mid 1990’s there was no program at all. Sidewalks were replaced only when we had to remove them to repair infrastructure. There simply was no money, and at that time, no stringent rules that compel the city to remove or replace sidewalk. Sidewalk was added when new developments were constructed, and I am sure that there were instances where walks were connected to create contiguity, but I cannot think of one offhand. When the housing boom hit in the early 2000’s, new sidewalk was constructed with every new home and business. At this time, we started the 50/50 replacement program for residents that wanted to share the cost of replacing the public walk along their property. Some years we would have to close the program due to so much interest, and other years we would have almost all the funds budgeted left in the fund at the end of the year. As the housing recession hit in 2007, we stopped all of the 50/50 program, and any non- emergency replacement all together. This lasted for approximately 5 years, but then the city shifted direction again and let the PW department pick longer stretches of sidewalk, usually a block or so, and remove and replace the entire walk to remove trip hazards, fill in gaps, and make the sidewalk much more usable and safe. This went on until approximately 2 years ago when the housing started picking up so we became much busier, and the price of concrete continued to rise. This combination forced us to rethink how we were going to repair and replace sidewalk with limited time and funding. Currently, we rent a concrete grinder for one week, twice per year, to remove smaller trip hazards without removing and replacing the sidewalk. In addition, we do replace approximately $3000-$5000 worth of sidewalk per year. This equates to between 60-100 linear feet of sidewalk replacement and is strictly the worst of the worst that we cannot grind or fix with other methods. In addition to the work PW completes, sidewalk replacement is performed on all Road to Better Roads program work. This is mostly work to comply with the ever changing ADA standards, but we also remove and replace serious trip hazards when possible. To my knowledge, we have never performed, nor commissioned a formal city wide sidewalk condition report. Public Works does have a list of areas that do not have sidewalk that I have attached for reference. This list was created to be a starting point only. It shows areas where there is no walk, but it does not tell the whole story. For instance, it does not say that in most cases there is sidewalk on the other side of the street, but that sidewalk is in poor to very poor condition. In addition, it does not tell us that the missing sidewalk on Colton St. between Memorandum To: PW Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: August 9, 2018 Subject: Sidewalk Program Review Somonauk and Spring St. would be within 10’ of the front of homes if it were constructed in the normal location. It is my intention to work with the Community Development department to come up with an atlas type map that would allow us to go house by house to assess the sidewalk length, condition, and replacement or installation costs. This will also give us a chance to look at it in person and see if there are any other irregularities such as distance to the homes, trees that are planted where the walk needs to go, parking areas that would be affected, potential drainage or grading issues or other details that aerial views would not show. At this time, I do not have a time frame for these inspections, but I would envision this as winter work if there is no snow on the ground. Recommendation Informational item only 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 #9 Tracking Number PW 2018-81 CMAP Water Governance Report Public Works Committee - August 21, 2018 N/A Majority Approval See attached memo. Bart Olson Administration Name Department Summary Review of a CMAP-commissioned report outlining available water governance options for a joint Oswego-Montgomery-Yorkville (OMY) water plant. Background This item was last discussed by the City Council in Spring 2018. At that time, the City Council approved participation in a grant application for a CMAP-funded study of water governance options. The City was successful in that grant application, and the study was completed in Summer 2018. The full study is attached. For ease of use, I have also included Oswego’s Village Board memo on the topic, which nicely summarizes the 5 governance options. Options 3, 4 and 5, (wholesale water service, public-private partnership, and full-scale privatization) are relatively straightforward. As a wholesale water service, Yorkville could own a water system and sell water to any other municipality. As a public-private partnership, we would partner with any number of for-profit organizations to construct or operate a water system. As a full privatization, the City would allow a company like Illinois American Water to construct and operate the system. In the full privatization option, the City would have no control over water improvements and rate increases; those projects would instead be governed under ICC rules. Options 1 and 2, commission form and JAWA form, are more complex. While Oswego’s memo states that we are not eligible for a commission form, that is under review. A very succinct chart of the difference between a commission and a JAWA is included on page 14 of the report: Recommendation While all three municipalities will be revisiting these options as we decide whether to proceed forward with Lake Michigan or Fox River water as a long term water source, it would be helpful to get some early feedback from the City Council as to whether certain options are more or less attractive. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: August 15, 2018 Subject: CMAP Water Governance Report Shared Drinking Water Service: A Summary Report on Available Governance Structures Prepared by Metropolitan Planning Council June 2018 Metropolitan Planning Council June 2018 1 Table of Contents Introduction .................................................................................................................2 Governance Models ....................................................................................................3 1. Water Commissions ........................................................................................4 2. Municipal Joint Action Water Agency ..........................................................7 3. Wholesale Water Service ...............................................................................8 4. Public-Private Partnerships ............................................................................10 5. Privatization ...................................................................................................12 General Considerations ...............................................................................................13 Conclusion ...................................................................................................................15 Acknowledgements ....................................................................................................15 Appendix A: Community Profiles—Oswego, Montgomery and Yorkville ...............16 For Further Reading ....................................................................................................18 Metropolitan Planning Council June 2018 2 Introduction In the United States, there are over 151,000 public water systems in operation1. Most public water systems are owned by the municipality they serve, a regional consortium of communities or by a private company. These systems are responsible for everything from ensuring enough supply, to water-quality monitoring and treatment, to service operations and infrastructure maintenance, to ensuring regulatory compliance. Public water systems deliver a public service and charge a fee for this service in much the same way as energy or telecommunication utilities.2 The practice of shared services across municipal boundaries continues to gain traction as munic- ipalities grapple with rising costs. Drinking water service is one such option municipalities can explore. Water resources are not bound by political or utility boundaries, so cooperation across and within municipal, county and state lines, can help facilitate a more sustainable and comprehensive approach to drinking water management. A shared service model also provides an opportunity to save money. The cost to provide safe and viable drinking water for our communities will only continue to increase. These cost increases can be driven by any number of factors including resource depletion, pollution, infrastructure invest- ment needs, labor costs, population growth and land use practices. Neighboring small and midsize municipalities in the United States are forging service partnerships to achieve economies of scale and mitigate these rising costs. By joining forces, shared service models also provide an opportunity for communities to save money by identifying and minimizing redundant services, supplies and labor costs—all while helping to ensure public health, continuous supply and better stewardship of water resources. Municipalities and industries have long adopted regionalized approaches to utility services. Government and public service agencies have used this approach in energy, telecommunications and, more recently, in water services. Drivers for a shared services approach vary as each community or region experiences its own, unique pressures—be they financial (deteriorating infrastructure, changes in demand, regulatory compliance), social (justice or equity issues) or environmental (resource availability and/or stewardship). The structure of a shared service model can also vary in how that service is governed and provided. Because these motivations, circumstances and governance structures vary, it is essential for communities to 1) clearly identify the issues motivating action, and 2) judiciously explore the most appropriate water governance structure, so that the shared service model selected is best suited to the needs of the communities involved. The types of information and decisions communities should have in place before considering different gover- nance options is provided in the General Considerations section of this report. The purpose of this report is to outline various water governance options available in Illinois for shared drinking water service between municipalities. This summary report was requested by three municipalities in Northeastern Illinois (Oswego, Montgomery and Yorkville) currently considering a shared service arrangement for drinking water delivery. Appendix A of this report provides a community profile of these municipalities. However, the water governance structures and consid- erations provided in this summary report can assist other municipalities, particularly in Illinois, in considering the benefits of regionalized drinking water service for their communities. 1 United States Environmental Protection Agency. Information about Public Water Systems. Washington DC. 2017. 2 Metropolitan Planning Council. Drinking Water 1-2-3. Chicago, IL 2017. Metropolitan Planning Council June 2018 3 While the following report summarizes a high-level understanding of some of the available water governance structures for regionalized drinking water service, further analysis and legal counsel would be required to fully understand what option best supports a particular group of communities. Governance Models As mentioned previously, there are a variety of configurations in structure and administration for how municipalities can and have approached shared governance related to drinking water service. This report outlines five particular categories of water governance: • Water Commissions • Municipal Joint Action Water Agencies (JAWAs) • Wholesale Water Service • Public-Private Partnerships • Privatization The following sub-sections outline the basic structure, legal and governing requirements, voting rights, fiscal power, examples and important considerations for each of these five categories. Community Profile: Oswego, Montgomery and Yorkville, Illinois The Villages of Oswego and Montgomery, and the United City of Yorkville already have a cooperative relationship, and a history of working together on shared services, staff and equipment under an Intergovernmental Shared Services (ISS) agreement as well as an Intergovernmental Agreement for Illinois Public Works Mutual Aid Network (IPWMAN).3 The communities are facing water supply constraints due to significant depletion of groundwater resources in their region, and have been investigating new, sustainable water supply options. Given the overall costs and risks associated with needing to identify and buildout a new water supply source, these municipalities have been exploring the potential for a shared service model to capitalize on economies of scale and resource sustainability. For the purposes of this report, ‘water governance’ is the organizational and administrative processes through which decisions about water supply service and oversight are made and implemented. It also includes a description of the ownership, organizational structure and allocation of responsibilities for operational management. 3 Hoppenstedt, T. (n.d.). Shared Services IGA. Retrieved from Village of Montgomery: http://drscw.org/wp/wp-content/up- loads/2015/03/Hoppenstedt-DuPage-10122017.pdf. Metropolitan Planning Council June 2018 4 1. Water Commissions The establishment of a water commission is enabled by and addressed in the Illinois Municipal Code’s Joint Acquisition and Operation of Water Supply and Waterworks (65 ILCS 5/11 135) and, for Special Districts, the Illinois Water Commission Act of 1985 (70 ILCS 3720). These State Acts place decision-making authority for water commissions in the hands of municipal leaders and county boards, and establish the legal boundaries and governance frameworks within which water com- missions can develop and adopt policies regarding management and oversight of local municipal water systems. A municipality can join a water commission regardless if they are a home rule community or not. The following stipulation outlines which State Act (between the two listed above) a group of municipalities forming a water commission is governed by: • A water commission formed by municipalities, excluding cities of 500,000 or more inhabitants, must abide by the Joint Acquisition and Operation of Water Supply and Waterworks Act. • When the municipalities forming a water commission represent, in aggregate, more than 50% of the population of a county (hereinafter referred to as the “home county”), and that county is contiguous to a county which has a population in excess of 1,000,000 inhabitants, the provisions of the Commissions Act of 1985, for Special Districts, apply. The governing body for water commissions formed under either State Act is a Board of Commissioners. The process of selecting a Board of Commissioners, as well as some of the oper- ational requirements, depends on which State Act governs the water commission. The following outlines those respective processes. Commissions founded under Joint Acquisition and Operation of Water Supply and Waterworks Governing Authority The Joint Acquisition and Operation of Water Supply and Waterworks Act enables the county board and mayors (or presidents) of represented municipalities to appoint commissioners. Each commis- sioner appointed to represent a member municipality under the Joint Acquisition and Operation of Water Supply and Waterworks Act must be an elector or the chief administrator of the municipality they represent, and is appointed by the mayor or president of that municipality. Likewise, the commissioner representing the county (see Highlights) has to be an elector of the county and is ap- pointed by the presiding officer of the county board. The appointed commissioners then elect one member to serve as chairperson. This Act also stipulates that commissioners serve six-year terms, which are eligible for reappointment upon expiration. Highlights: • The Board of Commissioners is composed of: o One commissioner representing the county- appointed by the county board of the county in which the major part of the works of the water commission are, or will be, located o One appointed commissioner representing each member municipality • Commissioners may or may not be elected officials • Commissioners serve six-year terms Fiscal Powers In terms of the financial aspects of water utility services provision, the Joint Acquisition and Operation of Water Supply and Waterworks Act stipulates that a water commission may borrow funds for payment of development costs in advance of permanent financing. The water commission may also issue interim notes for these costs, which must mature within five years from the issue date. Metropolitan Planning Council June 2018 5 Commissions founded under the Illinois Statutes for Special Districts, Water Commission Act of 1985 Governing Authority Similar to the Joint Acquisition and Operation of Water Supply and Waterworks Act, the home county board and mayors (or presidents) of represented municipalities are responsible for appoint- ing commissioners. Each county board district and represented municipalities with a majority of residents residing in the home county are each represented by one appointed commissioner (see Highlights). A chairperson (who also serves as a commissioner) is appointed by the county board. Commissioners may be a member of the governing board or officer or employee of the municipality or county from which the appointment is made. The Act also stipulates that commissioners serve six-year terms, which are eligible for reappointment upon expiration. Highlights: • All commissioners must be residents of the home county • Commissioners are appointed, and may or may not be elected officials • ‘Represented municipalities’ (aka ‘included units’) are municipalities that have the greatest percentage of their populations living within the county board district of the home county. Com- missioners for these municipalities are appointed by majority vote of their respective mayors. • Commissioners serve six-year terms Fiscal Powers In terms of the financial aspects of water utility services provision, the Illinois Water Commission Act of 1985 stipulates that a water commission may: • Borrow funds for corporate purposes up to 5.75% of the aggregate value of the taxable property within its territorial boundaries • Borrow funds from the home county • Issue general obligation bonds provided that the proposition is submitted to the voters and approved by a majority, however a vote is not required when bonds are for existing debt A general obligation bond must: • Mature within 40 years from the issue date • Be sold at private or public sale • Bear interest at a rate such that the net effective interest rate does not exceed the maximum rate determined under Section 2 of the Bond Authorization Act Stipulations of water commissions under either of the above Acts Ownership, Operation and Maintenance Responsibilities These Acts provide water commissions with the appropriate powers and authorities in terms of coordination, finance and taxation that outline the legal boundaries within which to conduct strategic planning and policy making. Decision-making regarding infrastructure ownership and the division of roles and responsibilities resides with the water commission’s Board of Commissioners. Taxation Rights Either state statute allows a water commission to levy taxes throughout its territory. However, these taxation rights are subject to each municipality’s current, local taxing authority rules, ordinances and powers. Metropolitan Planning Council June 2018 6 Examples of Water Commissions Brookfield-North Riverside Water Commission (Cook County): Established in 1939 Enabling Act: Water Commissions Act of 1985 This water commission originally served Brookfield and North Riverside. LaGrange Park and Lyons subsequently joined in 1999. The commission purchases its water from both Chicago and Forest Park. Board of Commissioners composition and requirements: • One commissioner from each represented municipality • One commissioner/chairperson from Cook County • Six year terms (staggered) Northwest Water Commission (Cook County): Established in 1957, distribution started in 1984 Enabling Act: Joint Acquisition and Operation of Water Supply and Waterworks This water commission purchases its water from Evanston before distributing it to Arlington Heights, Buffalo Grove, Palatine, Des Plaines and Wheeling. Des Plaines is a customer of the commission, but is not a voting member. Board of Commissioners composition and requirements: • One commissioner from each represented municipality • One commissioner appointed by Cook County • Six year terms Hillside Berkley Water Commission (Cook County): Established in 1948 Enabling Act: Joint Acquisition and Operation of Water Supply and Waterworks This water commission purchases its water from Chicago through a pipe system maintained by Melrose Park. The water is then sold to Hillside and Berkeley. Board of Commissioners composition and requirements: • One commissioner from each represented municipality • One commissioner appointed by Cook County • Six year terms Water Commission Considerations • Consideration should be given to the distribution and balance of power, including the home county, related to representation, authority and voting rights across political and regional boundaries of the water commission. • Since appointed commissioners may or may not be elected officials, communities should consider whether or not commissioners should have expertise in water management, utility operations, strate- gic planning and/or risk management. • Communities that receive all or a portion of their drinking water from the commission, but are not a commission member, will be automatically made a commission member if they meet all of the follow- ing requirements: • The community has been a continuous customer for 20 years or more • The community receives at least 90% of its drinking water from the commission, and • The population of the community exceeds 20% of the population of the current member municipalities in the water commission Metropolitan Planning Council June 2018 7 2. Municipal Joint Action Water Agency The establishment of a municipal joint action water agency (JAWA) is enabled by and addressed in the Illinois Municipal Joint Action Water Agency Act (5 ILCS 220/3.1). In a JAWA, decision-making authority is placed in the hands of elected or appointed representatives within the JAWA service area. The Act establishes the legal boundaries and framework within which communities develop and adopt specific policies and strategies regarding management and oversight of local municipal water systems, and stipulates a number of conditions regarding governance. A municipality can join a JAWA regardless if they are a home rule community or not. Governing Authority Governing body: Board of Directors The State of Illinois requires inclusive representation across the JAWA territory. This means one representative from each member municipality, public water district, Township, state university and County within the jurisdiction of the JAWA is appointed by ordinance of the corporate authorities of the respective municipality, public water district, Township or County. This appointed Board of Directors then elects one Director to serve as Chairperson. Directors’ terms of office are defined in the initial agreement establishing the JAWA, and may include provisions for appointing alternates. Highlights • Each Director has one vote • Each municipality, public water district, township, state university and county has a representing Director who shall be either: o mayor or president of a JAWA member municipality o chairperson of the board of trustees of a JAWA member public water district o supervisor of a JAWA member Township o the appointee of the state university o chairperson of the county board or chief executive officer of the JAWA member county, or a county board member appointed by the chairperson of the respective county board o an elected member of the corporate authorities for a municipality, public water district, Township, or County that is a JAWA member; or o an elected official of a municipality, public water district, Township, or County that is a JAWA member. Fiscal Powers In terms of the financial aspects, the State Act allows a JAWA to borrow funds and issue negotiable water revenue bonds or notes, provided the proposition is submitted to the voters and approved by a majority. It is further stipulated that the bonds or notes may bear interest at a rate or rates not to exceed the maximum rate established in the Bond Authorization Act. It also stipulates that the JAWA cannot terminate and no member may withdraw from the agency when any bonds or notes are outstanding and unpaid. Taxation Rights A JAWA may levy taxes throughout its territory. However, these taxation rights are subject to each municipality’s current, local taxing authority rules, ordinances and powers. Metropolitan Planning Council June 2018 8 Examples of Municipal Joint Action Water Agencies Central Lake County JAWA: Established in 1986 Formation of the agency was driven primarily by decreasing groundwater supplies coupled with the rising costs of purchasing treated Lake Michigan water. The JAWA maintains full ownership of a treatment plant and supply system that uses Lake Michigan water, and provides water to Grayslake, Gurnee, Lake Bluff, Lake Villa, Libertyville, Lindenhurst, Mundelein, Round Lake, Round Lake Beach, Round Lake Consortium, Volo and Wauconda. The JAWA’s water supply system became operational in March of 1992. Board composition and requirements: • One Director from each municipality • Two year terms Northwest Suburban Municipal Joint Action Water Agency: Established in 1981 The JAWA owns a pumping station it uses to distribute Lake Michigan water it purchases from the City of Chicago. It provides water for Hoffman Estates, Streamwood, Hanover Park, Schaumburg, Rolling Meadows, Mount Prospect and Elk Grove Village. Board composition and requirements: • One Director from each village (mayor/president) • Two appointed non-voting members (secretary and treasurer) 3. Wholesale Water Service A wholesale water service is when a single municipality owns and operates a water utility that also serves other municipalities or communities outside of its municipal boundaries. While each municipality that purchases from the wholesale provider is required to maintain their respective infrastructure e.g., distribution system, the municipal government providing drinking water service is responsible for and has full authority over the operations and maintenance of the system by which it supplies drinking water to the other communities. Governing Authority The Illinois Intergovernmental Cooperation Act (5 ILCS 220/) as well as the 1970 Constitution of the State of Illinois, Article VII Section 10 provide the authority for units of local government to contract among themselves, with other units of local government, and with other states and their units of local government to share services and to exercise, combine, or transfer any power or function, in any manner not prohibited by law or ordinance. As such, these legislative instruments provide the legal authority to enter into wholesale water supply service agreements. JAWA Considerations • All Directors must be an elected official of their member municipality, public water district, town- ship, state university or county. • Examine water governance structure options in the context of representation as well as voting power. Municipalities may opt to further shape and adapt the partnership using ordinances and/or resolutions to meet their needs. • According to the State Act, member communities are not able to terminate or leave the JAWA when an outstanding debt (bond or note) exists. Metropolitan Planning Council June 2018 9 Example of a Wholesale Water Service The following example illustrates how wholesale water service can be established between municipalities.4 The Oak Lawn Regional Water System stores and delivers Lake Michigan water, purchased from Chicago, to the following municipal customers: Oak Lawn, Chicago Ridge, Country Club Hills, Matteson, Mokena, New Lenox, Oak Forest, Olympia Fields, Orland Hills, Orland Park, Palos Hills, Palos Park and Tinley Park. The initial and primary water contract, enabled by the Illinois Intergovernmental Cooperation Act, was signed in 1973 between the Villages of Oak Lawn and Tinley Park. Since that time, municipalities have been added and agreements amended, with the most recent version having been amended in 2014.5 Ownership and Operations Each respective municipality owns and operates its own system. Member municipalities are required to maintain a certain standard of infrastructure performance through the development and adoption of an asset management program. These programs focus on identifying and incorporating best management practices to ensure the member system is operating effectively and efficiently, as well as in compliance with all applicable federal, state and local laws, codes, ordinances, rules and regulations. The Oak Lawn Regional Water System delivers water to municipalities via systems that Oak Lawn owns and operates as well as those it does not. Specifically, Oak Lawn owns and operates the system that delivers water to the Villages of Country Club Hills, Matteson and Olympia Fields. The Tinley Park Branch System, not owned and operated by Oak Lawn, delivers water to the Villages of Tinley Park, Mokena and New Lenox. Representation The water contract stipulates having a framework for a cooperative relationship between members. Working groups were established to promote transparency and provide a mechanism for members to review and provide input to Oak Lawn. There are currently three working groups comprised of municipal members and representatives: Management, Operations, and Finance/Administration. Service Costs Costs for each municipal member are allocated based on their “Proportionate Share” which is for the life of the Agreement. This share of the capital costs and charges is determined using a formula based on each municipality’s proportionate water supply demand, how much of the System it used (energy, pump, pipe maintenance), and its distance from the water source. Financing System Improvements The Oak Lawn Regional Water System has the authority to finance system improvements. Over the years, some of these improvements include a new water transmission main, piping improvements, a new pumping station as well as improvements to two booster stations. In order to fund these system improvements it has issued General Obligation Corporate Purpose Bonds as well as received loans from the State Revolving Fund. Proportional payments for system improvements are based on each community member’s proportionate share of aggregate costs, as outlined above. 4 Village of Orland Park. (2013). Village of Orland Park, Illinois. Document Center. Retrieved from Orland Park, Tinley Park, New Lenox, Mokena, Oak Forest: http://il-orlandpark.civicplus.com/DocumentCenter/View/23069. 5 Village of Orland Park. (n.d.). Village of Orland Park. Retrieved from https://www.orland-park.il.us/DocumentCenter/View/25624. Metropolitan Planning Council June 2018 10 Public-Private Partnership Considerations • Ensure the contract clearly states the division of responsibilities between the public and private actors. • Consider executing performance-based contracts to ensure the private sector is incentivized to improve operations and management. Or a public-private contract could include a performance management plan in order to measure a utility operator’s performance and establish accountability. • Make sure to clearly define the following within the service contract: • How water rates can/should be calculated and modified over time. • Protocols for future system improvement needs such as non-revenue water, meter maintenance, pumping station improvements, etc. 4. Public-Private Partnerships A public-private partnership is a cooperative arrangement between two or more public and private sector actors to provide a service. There are numerous configurations of public-private partnerships, however, they all involve a distribution of functions and responsibilities across these two sectors. For the purposes of this report, the overarching concept is that government and private companies establish a service contract together to provide drinking water service for a common service area and population. There are more than 2,000 community water or wastewater facilities across the United States that are designed as public-private partnerships, ranging from large design-build-operate projects to small facility operations or shared functions in administration and billing.6 Many public agencies, in an effort to reduce costs, outsource or contract out operational functions to private or corporate firms as these organizations tend to benefit from greater economies of scale. The Environmental Protection Agency has long advocated the use of public-private contracts in drinking water service as it is believed these types of partnerships can help reduce costs, speed project completion, guar- antee performance and preserve jobs.7 Some common types of public-private partnerships are summarized in the Table on page 11. Wholesale Water Service Considerations • The municipality that provides wholesale water service to other municipalities is accountable to regulatory standards, and is financially responsible for maintaining the system it operates. Because of this, it is important to set appropriate water rates with its municipal customers to ensure the utility operates efficiently and is self-supporting. • Municipalities thinking about proportional-share rate structures should consider what factors to include as inputs to the formula. For example, present population, future population, demand forecasts, miles of pipe, pipe size, etc., as well as the frequency in which reevaluations are conducted to ensure consistent alignment between costs and rates. 6 Cleantech. (n.d.). The US Water Sector on the Verge of Transformation. Retrieved from http://www.ey.com/Publication/vwLUAssets/ Cleantech_Water_Whitepaper/$FILE/Cleantech-Water-Whitepaper.pdf. 7 USEPA. (1989, September). Public-Private Partnerships for Environmental Services, Region 3 Conference Proceedings. Retrieved from https://nepis.epa.gov. Metropolitan Planning Council June 2018 11 Types of Public-Private Partnerships8 Partnership Option Description Joint Venture A private contractor owns a water system in conjunction with a public utility. Build, Operate, and Transfer (BOT) A private contractor builds, owns and operates the water system. At the end of a specified period of time, such as 30 years, the system may be transferred to the public utility for a nominal fee. Design-Build-Operate These partnerships grant a single contract agreement to a single private entity to design, build and operate a new water utility while the municipal- ity retains ownership. Turnkey Facility A private contractor designs, builds and operates the water system. The public utility retains ownership and generally assumes the financing risk, while the private contractor assumes the performance risk for minimum levels of service and/or compliance. Full-Service Contract A public utility contracts with private contractor, for a fee, to operate and maintain the water system. The public utility owns the system (although it may have been built by the private contractor). Single Municipality– Contract or Delegated Man- agement: In this arrangement, the municipality owns the water system and contracts with a private firm to perform any/all of the following services: • Operation and maintenance of the public utility’s system over a long or short term. • Management oversight and supervision of the public utility’s personnel. • Provides transition management or program management to improve effectiveness of the public utility’s operations. Multiple Municipalities– Contract or Delegated Man- agement Multiple municipalities work with a private sector contractor to coop- eratively provide drinking water service to the municipalities. Under a delegated management arrangement, the owner(s) of the water system contracts out various aspects of water utility management to a private entity. In this scenario, the municipality(s) retains ownership of the water systems assets. A legally binding, time-bound contract dictates the rights and duties of each party. As the above table demonstrates, there is flexibility in how the public and private sector can come together to provide drinking water service to communities. The responsibilities and duties the pub- lic or private sector take on vary depending on the purpose of the partnership. 8 NRC. (2002). Models of Water Service Provision. In N. R. Council, Privatization of Water Services in the United States: An Assess- ment of Issues and Experience (2002) (pp. 56-80). The National Academies Press. Retrieved from The National Academies Press: https://doi.org/10.17226/10135. Metropolitan Planning Council June 2018 12 5. Privatization While not a traditional shared service model for drinking water, there is the option for municipalities, individually or jointly, to privatize water service. In a completely privatized model, a corporation owns and operates the water supply system, and becomes the water service provider for a municipality or group of municipalities. Privatization of drinking water service transfers all ownership, operations and management responsibilities to the private sector. In the State of Illinois, all privately-owned water utilities are governed by the Illinois Commerce Commission (ICC). These utilities have an additional layer of regulatory oversight, administered by the ICC, which oversees water rate setting and utility organization (such as a merger of two or more utilities) both of which must go through due process and be approved by the ICC. Municipalities may sell their existing water utility(s) to a private entity, or elect to fund through various financial mechanisms, the construction of a new utility for this purpose. In this model, the role of the municipal government(s) is to establish policies and provide oversight in addition to the oversight and regulation the ICC already has. Privatization Considerations • Clear and measurable performance indicators are essential to ensure the private sector is meeting the terms of the contract. • In Illinois, the utility will now be under the purview of the Illinois Commerce Commission (ICC) who can often have a greater capacity for oversight than local governments for compliance with regula- tions and best management practices.9 • The financing and tax advantages of public ownership are lost, and rates may have to be increased to pay for the costs associated with private financing, particularly if water had been underpriced relative to actual costs previously.9 However, the region could stand to gain from the corporate taxes the private utility now contributes to the tax base. 9 NRC. (2002). Models of Water Service Provision. In N. R. Council, Privatization of Water Services in the United States: An Assess- ment of Issues and Experience (2002) (pp. 56-80). The National Academies Press. Retrieved from The National Academies Press: https://doi.org/10.17226/10135. Metropolitan Planning Council June 2018 13 General Considerations There are many questions municipalities need to explore before deciding 1) to enter into a shared service model, and 2) what model best supports the needs of the communities being served. The following list highlights some particular considerations that should be examined. • Engage stakeholders early in the process. Work collaboratively to identify the issues motivat- ing action and gain buy-in regarding potential approaches. This will improve the likelihood that the option selected is best suited to the challenge at hand. • In all resource sharing efforts, relationships are very important. Having an established, good working relationship across municipalities is key. Although it can be difficult, it is best to be open and upfront about any potential concerns and address these issues early on. • Examine water governance structure options in the context of representation as well as voting power. The Illinois statutes for Water Commissions and Municipal Joint Action Water Agencies dictate certain elements of governance structures, however, municipalities may opt to further shape and adapt the partnership using ordinances and/or resolutions to meet the needs of individual municipalities. • Ensure that the system elements work as one unit rather than compete with each other. Municipalities need to consider a range of options when evaluating potential rate structures, particularly with respect to equity. Consider the location of the water supply source (or wa- ter utility), and how this will impact distribution costs for each community. Determining an equitable rate structure across the service area is important. • Review and determine the membership process—how members join at formation of a shared service arrangement as well as after it has been in operation. For example, Water Commis- sion and Municipal Joint Action Water Agency statutes provide for the addition of members after initial foundation and include provisions for passive membership that should be under- stood. • Understand the current and potential future service area region and the implications of neighboring municipalities joining the partnership. Communities need to consider how population growth within their service area, as well as possible expansion of the service area, will impact demands on the utility. These changes can also impact the overall balance of power among members over time. • When considering regionalizing drinking water service, it is important to have a full under- standing of the internal operations and business processes across communities. Members should exercise due diligence. Bringing in a third-party as a mediator can be helpful, and these parties can also perform a financial analysis of all members and any contract agree- ments as well. This also allows for identification of where efficiencies in service could be implemented in order to improve system operation and performance. • Utility staffing should be considered carefully when exploring shared service models. How costs will be distributed across municipalities with regards to personnel and pension consid- erations, etc. are important to understand and delineate up-front. • Stewardship of water resources is key to sustainable communities. Understanding current and future conditions and risks is an important part of ensuring a shared service model is protecting its water source appropriately. Metropolitan Planning Council June 2018 14 Comparing Water Commissions and Joint Action Water Agencies Governance Type County Involved Borrow money and issue bonds Taxing authority Governing members must be elected officials Municipal Joint Action Water Agency Water Commission Additionally, before exploring what legal governance structure might be most appropriate for the communities involved, being clear about motivations, circumstances and existing relations between communities is essential. Following are important considerations communities, independently and jointly, should be clear about in order to better understand what governance structure might be appropriate for shared drinking water service. • Clear goals should be established between the partner communities. Are the commu- nities trying to save money, protect a shared resource, attract business? What are the motivations and clearly stated goals for why a shared service model would be beneficial? • Fairness is important for building trust when entering into a long-term partnership. Ensure equitable representation of communities involved. • Have clear legal understanding of how a shared service will operate including voting rights and representation, taxation and financing abilities, legal rights for entering or leaving a service contract, and transparent cost delineation and responsibilities. • Safe and reliable drinking water is a foundation of community livability. Any decisions made about drinking water service should be transparent to your community members as well as safe and sustainable over the long-term. • Finally, the following facts need to be understood for each community involved before moving forward with exploring governance structure options: • What county(s) each community is located in • Current and projected population of each community • Current and projected water use within each community Metropolitan Planning Council June 2018 15 Conclusion This summary report provides a high-level overview of water governance structures and consider- ations in order to assist municipalities, particularly in Illinois, in understanding the various options for regionalized drinking water service in their communities. The five categories of water governance structures highlighted provide a broad ranging view of how shared water supply service in Illinois can operate. As the costs to provide safe and sustainable drinking water services continue to increase, the need to explore cost sharing opportunities will be even more important. Communities working together enables municipalities to reduce these costs by sharing resources, leveraging shared infrastructure, accessing financing options together, im- proving their collective purchasing power and ultimately ensuring their communities have safe and sustainable drinking water now and into the future. Acknowledgements This report was funded by the Illinois Department of Natural Resources (IDNR) via the Chicago Met- ropolitan Agency for Planning’s (CMAP) Local Technical Assistance (LTA) Program. The Metropolitan Planning Council is grateful to both IDNR and CMAP for their support of this work. Metropolitan Planning Council June 2018 16 Appendix A: Community Profiles—Oswego, Montgomery and Yorkville The following provides some additional context about the three communities who originally requested this governance structure report. The following type of information is important for any community to assess before considering a shared service model. The Village of Oswego and United City of Yorkville, Illinois are wholly located in Kendall County, while the Village of Montgomery, Illinois crosses Kane and Kendall Counties. Yorkville is the county seat of Kendall County and follows a mayor-council government structure, whereas Montgomery and Oswego use a Village Board model. Map Source: http://www.eeiweb.com/resources/presentations/watercon2017/Sub-Regional%20 Water%20Supply%20&%20Treatment%20Analysis%20(Freeman)%20-%20HANDOUTS.pdf. Metropolitan Planning Council June 2018 17 10 Illinois State Water Survey (2013). Groundwater Studies for Water Supply Planning In Kendall County, Illinois. George S. Road- cap, Scott C. Meyer, Walton R. Kelly, H. Allen Wehrmann, Yu-Feng Lin. Retrieved from: https://www.isws.illinois.edu/pubdoc/CR/ ISWSCR2013-05hi-res.pdf. Population Trends for Oswego, Montgomery and Yorkville County Municipality Current Population % of Population Annual Growth Rate % of Population 2050 Population Projection Kendall Oswego 34,820 42%2.8%47%90,996 Kane and Kendall Montgomery 28,346 34%2.0%22%42,000 Kendall Yorkville 19,804 24%3.2%31%59,565 Total:82,970 192,561 The following table provides current and projected population for all three communities. As the table indicates, Oswego currently has the largest population among the three communities and, if the current trend continues, will grow further to make up 47% of the total population by 2050. Oswego is also the largest community located entirely within Kendall County. Yorkville, currently the least populated of the three communities, is expected to grow in population and bypass Montgomery’s population by nearly 10%.10 The following table outlines past and projected water demand for the three communities. As the table indicates, these communities are projected to significantly increase water demand, and sustainable sources, along with best practices in water demand management, will be necessary. Given the varied population distribution across the communities, and projections for future water demand, careful consideration of what new water source(s) would be sustainable for these communities is important. Additionally, the distribution of equitable costs for each community will need to be addressed when considering a shared service model. Data compiled from Illinois State Water Survey: https://www.isws.illinois.edu/pubdoc/CR/ISWSCR2013-05hi-res.pdf and Engineering Enterprises, Inc.: http://www.eeiweb.com/resources/presentations/watercon2017/Sub-Regional%20Water%20Sup- ply%20&%20Treatment%20Analysis%20(Freeman)%20-%20HANDOUTS.pdf Historical and Projected Water Demand Year Oswego Montgomery Yorkville 2000 1.25 Mgd reported1 2.2 Mgd reported 0.6 Mgd reported 2010 2.6 Mgd reported1 1.9 Mgd reported 0.95 Mgd reported 2020 3.1 Mgd to 3.8 Mgd2,3 1.9 Mgd to 2.6 Mgd 1.3 Mgd to 2.0 Mgd 2050 8.2 Mgd to 15.6 Mgd2,3 3.8 Mgd to 6.6 Mgd 5.4 Mgd to 10.7 Mgd 1 ISWS data as of 2013 2 EEI data as of 2017 3 Average daily demand to maximum daily demand Data compiled from Illinois State Water Survey: https://www.isws.illinois.edu/pubdoc/CR/ISWSCR2013-05hi-res. pdf and Engineering Enterprises, Inc.: http://www.eeiweb.com/resources/presentations/watercon2017/Sub-Re- gional%20Water%20Supply%20&%20Treatment%20Analysis%20(Freeman)%20-%20HANDOUTS.pdf Metropolitan Planning Council June 2018 18 For Further Reading General Guidance and Resources • This website, hosted by the University of North Carolina (UNC) Environmental Finance Center, provides resources and assistance to water systems, local governments and regulators who are involved in water system partnerships across communities. The website provides a host of resources including tools, reports and summaries that can assist commu- nities when considering if and how to enter into a shared service model: https://efc.sog. unc.edu/project/water-system-partnerships-interconnections-and-interlocal-agreements. • This report by the UNC Environmental Finance Center provides insight and important considerations when crafting inter-local water agreements, and highlights key issues to avoid: https://efc.sog.unc.edu/sites/www.efc.sog.unc.edu/files/water_parternship_tips.pdf. • This guide, by the U.S. Conference of Mayors Urban Water Council, provides Mayors and local government officials with information about public-private water and wastewater partnership service agreements including managing risk, contracting and performance criteria, financing and employment considerations: http://www.nawc.org/uploads/docu- ments-and-publications/documents/document_a1638c71-50df-4e74-b093-057048c28714. pdf. • This handbook, prepared by the Water Partnership Council, offers guidance to communities on whether and how to form and manage public-private partnerships to meet their water and wastewater needs: http://www.nawc.org/uploads/docu- ments-and-publications/documents/document_567764ad-b69f-4715-bc5d-eaa32c304fdd. pdf. Wholesale Water Service Example Agreement and Ordinance • Water Sale, Purchase and Service Agreement between Oak Lawn, Illinois and five of its municipal customers: https://www.orland-park.il.us/DocumentCenter/View/25624. • Ordinance for a wholesale water agreement between Oak Lawn and Orland Park, Illinois: https://www.orland-park.il.us/Archive/ViewFile/Item/5734. 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 Old Business #1 Tracking Number PW 2018-56 ADA Transition Plan – Status Update Public Works Committee – August 21, 2018 Majority Approval / Adoption of Plan Approval/Adoption of Plan Brad Sanderson Engineering Name Department Public comment was sought on the draft plan. No comments were received during the comment period. As outlined in our May2, 2018 memo the next steps are:  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. Let me know if you have any questions or need additional information. 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: August 14, 2018 Subject: ADA Transition Plan Status Update 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 !!!!!!!!!!!!!!!!!!! !!!!!! !!!!!!!!!!!!!! !!!!! !!!! !!!! !!!! !!!!!!!!!! !!!!!!!!!! !!!!!!!! !!!!!!!!!! !!!!! !!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!! !!!!! !! !!!!!! !!!!!! !!!!!!! !!! !! !!!! !!!!!!!!!! !! !! ! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!! !!!!!! !!!!!!! !!!!!!!!!!!!!!!!!!! !! !!!!!!!!!!!!!! !!!!!! !!! !!! !!!!!!!!!!!!! !!!! !!!!!!! !!!!! !! !! !!!! !!!!!!!!!! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!! !!!!! !!!!!! ! !! !! !!! !! !!! !!!!!!!!!!!! !!! !!!!!!!! !!!!!!!!!!!! !!!!! !!!!!!!! !!!!! !!!!!!!!! !!!!!! !!!!!!!!!!!!!!!! !!!!!!! !!!!! !!!!!! !!!!!!!!!!!!!!! !!!! !!!!!! !!!!!!!!!!!!!!!!!!! !!!! !!!!!! !!!!!! !!!!!! !! !!!!! !!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!! !!!!!! !!!!!!!!!!!! !! !!!! !!!!!!!!! !!!!!! !!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!! !!!! !!!! !!!! !!!!!!!!!!!! !!!! !!!! !!!!! !!!!!!!!!!!!!!!!! !!!!!!!! !!!!! !!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!! !!!!! !!!!!!! !!!!!! !!!!!!!!!!!!! !!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!! !! ! !!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!! !! !!!!!!! !!!!!!!!!!!!!!!!!!!! !!!!!! !!! !!!!! !!!! !!!! !!!!!!!!!!!! !!!! !!!!!!!!!! !!!!! !!!!! !!!!!!!!!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!!!!! !! !!!!!! !!!!!!! !!! !!!! !!!! !!!!!!!! ! !!! !!!!!! !!!!!!! !!!!!!! !!!!!! !!!!!! !!!!!!!!!!!!!! !!!! !!!!!!!!! !! ! !! !!!! !!!! !!!! !!!!!!!!!!! !!!!!!!! !!!! !!!!!!!!!!!!!! !! !! !!!!!!!!!!!!!!!! !!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !! !!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!! !!!!!!!!! !!!!!!!!!!!!!!!!!!!!! !! ! !!!!!!!!!!! !!!!!!!!!!!! !!!!!!!! !!!!!!!!! !!!!!! !!!!!!!!! !!!! !!! !!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !! ! ! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!! !! !!!!! !!!!!!!!! !!!!!!!!!! !! !!!!!! !!!!!!!!! !! !!!!!! !!!!!!!!!!!!!!!! !!!! !! !!!!!! !!!! !!!!!! !!!! !!!! !!!! !!! !!!! !!!!!!!! !!!! !!!!!!!! !!!!!! !!!! !!!!! !!! !!!! !!!!!!!!!!!!!! !!!!!!!! !!!! !!!!! !!!!!! !!!!! !!!!!!! !!!!! !!!!!!!! !!!! !!!!!!!!!!!!!!!!!!! !! !!!!!!!!!!!! ! !!!!!!! !!!!!! !!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!! !!!!!! !!! !!!! !! !!!!!!!! ! ! !!! !!!!!!!! ! !!!!!! !!!!!!! !! !!!! !!!!!!!!!!!!!!!!!!! !!!!!!!!!! !!!!! !!!!! !!!!!!!!! !!!!!!!!! !! ! !!! !!! !!!! !!!! ! !!! ! ! !! !! ! !!! ! !! !!!!!!!! !! !!!! F O X BRIDGEWA LKER GALENA R I V E R A M E NT VETERANSELDAMAIN MINKLERASHLEYMILL ORCHARDCORNEI L S IMMANUELBUDD KENNEDYHOPKINSLISBONL E G IONNEEDHAMBASELINE V A N E M M ON FAXONROCKCREEK PENMANDICKSONSPRING H IG HPOINTBLOCKCONCO RD TUMA FIE L DSCANNONBALLMCHUGH SU N D O W NGORDONHALE US ROUTE #34 P O P L ARRESERVATI ON STAGECO ACHPAVI LLI ON S C H A E F E R ASHETROON GRAN D E MI TCHELTUSCANYU S R O U T E 3 4 JOHN SEARS BEECH E R C O UNTRY CHURCHSCHO OLHOUSE GATES B R IS T O L R I D G E KLATTH O FFMAN FOLI P A R K MAYFIE L D PRESCOTTHELMARHILLTOP ALICE KELLERM A IN AU DREYJETERARBORRICKARDSLEEPY HOLLOWERICA BERTRAM EDWARDBRISTOL B AY OMAHAWRENALANDALECLARKCOUNTRYSIDE P A R K S ID E ORANGESTATEGAMEFARMHENNING K ATE WILLO W F OSTERDEERLEWIS BER R YWOOD H AYDENALDENC E NT E RK E N DALL M AN CHESTER ELMSUMACBOOMBAH OAK CREEK MAPLEH A M P T O N H E A R T L A N D BIG B END L I L L I ANR IV E R S I D ECRIMSON LAKEWOODCREEKBISON C U M M IN S B A ILEYAN D REWWALNUTWI L L I AMMU STAN 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 CRETA 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 Cor ne il 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 laso 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 500250FeetADA 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 500250FeetADA 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 lack h aw k B lv d 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 C t 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 rC tRood 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 LnCanyonCtSwitchgrassLnLakeviewDrO 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 ge 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 StChestnutCtMunsonStGl 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 LnSandersCtQ u 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 StGl 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 StGawneLnJo h n so 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 ekLnJo h n so 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 als h 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 umbi neCtSunflowerCt S B ridgeS tStagecoach 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 i e 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 umbi ne Ct 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 g W 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 Yes3.1 TS 6/26/2017 Smart Level706 Goodwill PLE Countryside PkwyNon Comp 0.5 2.5 2.5 Yes 5 Yes2.2 TS 6/26/2017 Smart Level707 Goodwill PLE Countryside PkwyNon Comp 0.6 4.3 4.5 Yes 4.6 Yes3.9 TS 6/26/2017 Smart Level708 Goodwill PLE Countryside PkwyNon Comp 0.5 5.5 5.6 No 4 Yes4.2 TS 6/26/2017 Smart Level759 W CountrySide PkwyW Kendall Dr. Comp4.1 2.4 4.9 Yes 1.9 Yes 4.2,4.4 TS 6/26/2017 Smart Level760 W CountrySide PkwyW Kendall Dr. Comp6.2 0.6 2.8 Yes 0.1 Yes 1.0,2.8 TS 6/26/2017 Smart Level761 W CountrySide PkwyW Kendall Dr. Comp3.2 1.4 2.3 Yes 0.2 Yes 1.0,1.0 TS 6/26/2017 Smart Level764 Center PkwyW Kendall Dr. Comp3.8 0.6 1.8 Yes 0.5 No 0.1,0.2 TS 6/26/2017 Smart Level766 Center PkwyW Kendall Dr. Comp3.5 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 5Yes 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 Yes1.6 TS 6/22/2017 Smart Level855 Freemont St. Walnut St.Comp5.6 1 2N/A N/A Yes1.9 TS 6/22/2017 Smart Level856 Freemont St. Walnut St.Comp3.1 0.3 2N/A N/A Yes1.9 TS 6/22/2017 Smart Level857 Freemont St. Walnut St.Comp0.6 2.1 1.3 N/A N/A Yes 2.9,2.1 TS 6/22/2017 Smart Level858 Freemont St. Walnut St.Comp0.7 0.5 1.3 N/A N/A Yes 2.1,2.9 TS 6/22/2017 Smart Level935 Clearwater Dr. Kate Dr.N/A13.9 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 3No 1.7 Yes 3.5,2.5 TS 6/22/2017 Smart Level937 Clearwater Dr. Kate Dr.Non Comp 11.5 3.4 3No 2.3 Yes 2.5,3.5 TS 6/22/2017 Smart Level938 Clearwater Dr. Kate Dr.N/A12.2 4.4 1.9 No 1.9 Yes 1.0,2.5 TS 6/22/2017 Smart Level939 Clearwater Dr. Kate Dr.N/A8.7 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 Comp9 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/A10.6 0.6 2.7 Yes 1.2 Yes 2.6,2.6 TS 6/22/2017 Smart Level957 East Spring StreetDeerpath Dr. N/A7.6 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/A8.5 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/A5 1.9 0.8 Yes 1.1 Yes 1.0,0.1 TS 6/22/2017 Smart Level986 East Spring StreetAuburn Dr.N/A13 0.6 0.8 Yes 1.3 Yes 0.1,1.0 TS 6/22/2017 Smart Level987 East Spring StreetAuburn Dr.N/A10.4 0.9 1.7 Yes 1.4 Yes 1.3,1.3 TS 6/22/2017 Smart Level988 East Spring StreetAuburn Dr.N/A14.8 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 Comp4 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 3No 2.6 Yes 1.1,3.3 TS 6/22/2017 Smart Level1005 Ohama Dr.Grace Dr.Non Comp4 1.9 3No 0.5 Yes 3.3,1.1 TS 6/22/2017 Smart Level1006 Ohama Dr.Grace Dr.N/A8.8 1.3 2.8 Yes 0.1 Yes 2.8,2.7 TS 6/22/2017 Smart Level1007 Ohama Dr.Grace Dr.N/A11.4 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/A13.1 0.5 1.9 Yes 1.9 Yes 2.4,4.7 TS 6/22/2017 Smart Level1013 Ohama Dr.Kate Dr.N/A8.8 3.5 3.9 Yes 3.9 Yes 4.7,2.4 TS 6/22/2017 Smart Level1030 Taus CirBlue 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 CirBlue 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.Comp8 3.7 1.1 Yes 2.3 Yes 1.4,0.2 TS 6/26/2017 Smart Level1284Cannonball Trl John St.Comp5.6 1.9 1.1 Yes 1.7 Yes 02.,1.4 TS 6/26/2017 Smart Level1285 Cannonball Trl John St.Comp3.3 0.3 2.5 Yes 0.5 Yes 2.5,1.1 TS 6/26/2017 Smart Level1286 Cannonball Trl John St.Comp3.3 0.8 2.5 Yes 0.8 Yes 1.1,2.5 TS 6/26/2017 Smart Level1287 Cannonball Trl John St.Comp5.9 1.1 1Yes 0.3 Yes 1.1,3.0 TS 6/26/2017 Smart Level1288 Cannonball Trl John St.Comp4.9 0.9 1Yes 0.3 Yes 3.0,1.1 TS 6/26/2017 Smart Level1289 Cannonball Trl John St.Comp4 0.8 0.1 Yes 0.7 Yes 1.0,1.4 TS 6/26/2017 Smart Level1290 Cannonball Trl John St.Comp4.6 1.6 0.1 Yes 0.2 Yes 1.4,1.0 TS 6/26/2017 Smart Level1291 Independence St. John St.Comp7.7 3.3 0.8 Yes 3.9 Yes1 TS 6/27/2017 Smart Level1292 Independence St. John St.Comp9.6 2.4 3.8 Yes 2.9 Yes 5.7,2.2 TS 6/27/2017 Smart Level1293 Independence St. John St.Comp12.4 1.3 3.8 Yes 0.1 Yes 2.2,5.7 TS 6/27/2017 Smart Level1294 Cannonball Trl Independence Blvd. Comp9.3 2.3 0.8 Yes 1.2 Yes 1.9,1.2 TS 6/26/2017 Smart Level1295 Cannonball Trl Independence Blvd. Comp7.7 2.1 0.8 Yes 3.5 Yes 1.2,1.9 TS 6/26/2017 Smart Level1296 Cannonball Trl Independence Blvd. Comp4.6 1 2.1 Yes 1.2 Yes 2.2,1.5 TS 6/26/2017 Smart Level1297 Cannonball Trl Independence Blvd. Comp5.6 0.3 2.1 Yes 0.6 Yes 1.5,2.2 TS 6/26/2017 Smart Level1298 Cannonball Trl Independence Blvd.Comp5 0.5 3.4 Yes 0.9 Yes 1.6,4.0 TS 6/26/2017 Smart Level1299 Cannonball Trl Independence Blvd. Comp8 4.6 3.4 Yes 1.9 Yes 4.0,1.6 TS 6/26/2017 Smart Level1300 Cannonball Trl Independence Blvd. Comp7.6 2.1 0.8 Yes 0 Yes 1.3,1.4 TS 6/26/2017 Smart Level1301 Cannonball Trl Independence Blvd. Comp6.6 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 2Yes 0.4 Yes 2.4,1.5 TS 6/27/2017 Smart Level1343 Game Farm Rd. W Somonauk St. Comp3 2.6 2.6 Yes 2.6 Yes1.5 TS 6/20/2017 Smart Level1344 Game Farm Rd. W Somonauk St. Comp1 0.6 0.9 Yes 1.9 Yes0.7 TS 6/20/2017 Smart Level1345 West St.W Somonauk St. Comp5.2 4.8 7.3 Yes 7.1 Yes0.1 TS 6/20/2017 Smart Level1346 West St.W Somonauk St. Comp3.4 2.2 4.2 Yes 4.3 Yes1.8 TS 6/20/2017 Smart Level1347 King St.W Somonauk St. Comp4 2.7 2.3 Yes 0.1 Yes 0.3,2.4 TS 6/20/2017 Smart Level1348 King St.W Somonauk St. Comp9.4 1.4 1.9 Yes 1.3 Yes1.9 TS 6/20/2017 Smart Level1349 King St.W Somonauk St. Comp1.8 1.1 3.1 Yes 1.2 Yes 2.7,1.2 TS 6/20/2017 Smart Level1350 King St.W Somonauk St. Comp0.9 0.2 3.1 Yes 1.6 Yes 1.2,2.7 TS 6/20/2017 Smart Level1480Church St.W Somonauk St. Comp1.1 0.3 0.9 N/A N/A Yes0.9 TS 6/20/2017 Smart Level1482 Tower Ln.W Somonauk St. Comp5.4 1 0.3 Yes 1.7 Yes0.3 TS 6/20/2017 Smart Level1489 Church St.W Somonauk St. Comp3.9 3.6 3.3 N/A N/A Yes3.3 TS 6/20/2017 Smart Level1497 Bristol AveJackson St.Comp0.6 0.4 2.3 N/A N/A Yes2 TS 6/22/2017 Smart Level1498 Bristol AveJackson St.Comp0.2 1.4 1.5 N/A N/A Yes 1.1,1.3 TS 6/22/2017 Smart Level1499 Freemont St. Jackson St.Comp7.3 0.1 3.1 N/A N/A Yes1.8 TS 6/22/2017 Smart Level1501 Freemont St. Jackson St.Comp1.9 0.1 2.2 Yes 1.6 Yes 1.4,0.1 TS 6/22/2017 Smart Level1502 Freemont St. Jackson St.Comp2.8 0.6 2.2 Yes 0.7 No 0.1,1.4 TS 6/22/2017 Smart Level1504 McHugh RdMartin Ave. Non Comp1 1.5 3.8 No 0.2 Yes 1.7,1.5 TS 6/21/2017 Smart Level1508 Freemont St. Elm St.Comp4.4 1 3.3 Yes 3.1 Yes 1.8,1.4 TS 6/21/2017 Smart Level1509 Freemont St. Elm St.Comp1.4 0.6 1.5 Yes 0.7 Yes2 TS 6/21/2017 Smart Level1510 Freemont St. Elm St.Comp3 0.6 2.4 Yes 1.9 Yes 2.3,2.5 TS 6/21/2017 Smart Level1511 Freemont St. Elm St.Comp3.8 0.7 2.7 Yes 0.6 Yes 1.0,2.5 TS 6/21/2017 Smart Level1513 Freemont St.Park St.Comp6.6 1 3.6 Yes 4.6 Yes 0.6,3.1 TS 6/22/2017 Smart Level1514 Freemont St. Park St.Comp1.5 1.5 3.6 Yes 2.4 Yes 3.1,0.6 TS 6/22/2017 Smart Level1515 Freemont St. Park St.Comp8.3 4.6 5.2 Yes 4.2 Yes 5.4,2.1 TS 6/22/2017 Smart Level1516 Freemont St. Park St.Comp4.6 2.6 5.2 Yes 3.8 Yes 2.1,5.4 TS 6/22/2017 Smart Level1517 Freemont St. Park St.Comp3.2 1.7 2.5 Yes 3.5 Yes 0.9,0.1 TS 6/22/2017 Smart Level1518 Freemont St. Park St.Comp8.5 1 2.5 Yes 1.6 Yes 0.1,0.9 TS 6/22/2017 Smart Level1520 McHugh Rd. E Park St.Non Comp2 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 3Yes 0.7 No 0.6,0.8 TS 6/21/2017 Smart Level1522 McHugh Rd. E Somonauk St. Non Comp 3.7 1.4 3Yes 0.6 Yes 0.8,0.6 TS 6/21/2017 Smart Level1523 McHugh Rd. E Somonauk St. Non Comp 9.6 4.5 4No 2.5 Yes 1.8,2.8 TS 6/21/2017 Smart Level1524 McHugh Rd. E Somonauk St. Non Comp 11.4 1.6 4Yes 1.4 No 2.8,1.8 TS 6/21/2017 Smart Level1528 Freemont St. E Somonauk St.Comp5.7 4.5 3.1 Yes 2.5 Yes 2.0,2.0 TS 6/21/2017 Smart Level1529 Freemont St. E Somonauk St. Comp7.7 1.9 3.1 Yes 1.3 Yes 2.0,2.0 TS 6/21/2017 Smart Level1530 Freemont St. E Somonauk St. Comp2.8 1.4 4.5 Yes 0.3 Yes 4.4,2.6 TS 6/21/2017 Smart Level1531 Freemont St. E Somonauk St. Comp8.3 3.1 4.5 Yes 1.9 Yes 2.6,4.4 TS 6/21/2017 Smart Level1532 Freemont St. E Somonauk St. Comp10 0.2 2.1 Yes 2.2 Yes 1.6,1.9 TS 6/21/2017 Smart Level1533 Freemont St. E Somonauk St. Comp4.3 2.7 2.1 Yes 1.2 Yes 1.9,1.6 TS 6/21/2017 Smart Level1534 Freemont St. E Somonauk St. Comp9.3 2.5 3Yes 1.3 Yes 2.9,0.5 TS 6/21/2017 Smart Level1535 Freemont St. E Somonauk St. Comp5.9 1 3Yes 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.Comp2.5 0.5 1.5 Yes 2.3 Yes 1.4,0.2 TS 6/21/2017 Smart Level1537 E Somonauk St. Liberty St.Comp4.9 1.9 1.5 Yes 2.9 Yes 0.2,1.4 TS 6/21/2017 Smart Level1538 E Somonauk St. Liberty St.Comp7.7 0.8 1.3 Yes 2 Yes1.3 TS 6/21/2017 Smart Level1539 E Somonauk St. Liberty St.Comp4.8 0.5 3.6 Yes 1 Yes 1.0,3.5 TS 6/21/2017 Smart Level1540 E Somonauk St. Liberty St.Comp2.4 3 3.6 Yes 0.5 Yes 3.5,1.0 TS 6/21/2017 Smart Level1541 E Somonauk St. Liberty St.Comp9.3 2.5 2Yes 0.3 Yes3.4 TS 6/21/2017 Smart Level1542 E Somonauk St. Bristol Ave.Comp4.1 1 2.5 Yes 0.4 No2.4 TS 6/21/2017 Smart Level1543 E Somonauk St. Bristol Ave.Comp7.1 1 2.5 Yes 0.9 Yes2.4 TS 6/21/2017 Smart Level1544 E Somonauk St. Bristol Ave.Comp2.6 1.2 2.6 Yes 0.9 Yes2.1 TS 6/21/2017 Smart Level1545 E Somonauk St. Colton St.Comp4.7 1.4 1.4 Yes 0.9 Yes0.9 TS 6/21/2017 Smart Level1546 E Somonauk St. Colton St.Comp4.3 2.6 4.3 Yes 2.9 Yes 6.8,3.0 TS 6/21/2017 Smart Level1547 E Somonauk St.Colton St.Comp10.2 2 4.3 Yes 2.3 No 3.0,6.8 TS 6/21/2017 Smart Level1562 Freemont St. E Spring St.Comp7.5 2.6 2.8 Yes 0.6 Yes 2.5,0.4 TS 6/21/2017 Smart Level1563 Freemont St. E Spring St.Comp7.5 0.8 2.8 Yes 0.2 Yes 0.4,2.5 TS 6/21/2017 Smart Level1564 Freemont St. E Spring St.Comp5.3 1.7 3.2 Yes 0.1 Yes 4.2,2.5 TS 6/21/2017 Smart Level1565 Freemont St. E Spring St.Comp6 1 3.2 Yes 0.2 Yes 2.5,4.2 TS 6/21/2017 Smart Level1566 Freemont St. E Spring St.Comp10.8 1 2.2 Yes 0.1 Yes 0.3,1.3 TS 6/21/2017 Smart Level1567 Freemont St. E Spring St.Comp7.7 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.Comp1.9 3.5 1.4 Yes 2.1 Yes 1.4,0.5 TS 6/23/2017 Smart Level1572 McHugh Rd. E Spring St.Comp9.8 6.8 6.1 No 0.9 Yes 2.4,1.6 TS 6/23/2017 Smart Level1577 West St.W Center St. Comp1 1.5 1.7 N/A N/A Yes1.5 TS 6/20/2017 Smart Level1578 West St.W Center St.Comp2.6 2 4.6 N/A N/A Yes6 TS 6/20/2017 Smart Level1579 West St.W Center St. N/A4.3 2.2 3.8 N/A N/A No 2.3,1.5 TS 6/20/2017 Smart Level1587 Church St.W Center St. Comp5 1.3 1.7 N/A N/A Yes 0.4,1.2 TS 6/20/2017 Smart Level1588 Church St.W Center St. Comp0.1 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. Comp6.7 2.9 3N/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 3No 0.1 Yes 0.3,2.6 TS 6/20/2017 Smart Level1605 Church St.W Somonauk St. Comp3.2 1.3 3.5 Yes 2.5 Yes 3.4,1.6 TS 6/20/2017 Smart Level1606 Church St.W Somonauk St. Comp4.4 0.3 1.9 Yes 0.2 Yes 1.9,0.5 TS 6/20/2017 Smart Level1607 Church St.W Somonauk St. Comp6.7 1.4 4.3 Yes 1.7 Yes 1.7,1.7 TS 6/20/2017 Smart Level1609King St.W Main St.N/A3.8 0.8 2N/A N/A Yes 0.6,1.7 TS 6/20/2017 Smart Level1610 King St.W Main St.N/A1.1 3.2 2N/A N/A Yes 1.7,0.6 TS 6/20/2017 Smart Level1611 King St.W Main St.N/A2.9 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 Yes3.5 TS 6/20/2017 Smart Level1613 Church St.W Main St.Comp6.1 1 1.8 N/A N/A Yes 0.4,1.2 TS 6/20/2017 Smart Level1614 Church St.W Main St.Comp2.1 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.Comp0.2 1.4 1.4 N/A N/A Yes0.6 TS 6/20/2017 Smart Level1618 Church St.W Main St.Non Comp 5.2 0.6 2.3 N/A N/A Yes1.1 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.Comp10 0.4 1Yes 3.2 Yes 0.7,0.4 TS 6/23/2017 Smart Level1644 Bruell St.E Main St.Comp2.8 0.8 1.4 Yes 0.3 Yes 1.3,1.5 TS 6/23/2017 Smart Level1650 Oakwood St. Behrens St.Comp8.2 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/A6 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/AN/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/A20.5 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 Yes0.3 TS 6/12/2017 Smart Level1704 State St.W Madison St.N/A7.3 13.9 11.5 N/A N/A Yes4.4 TS 6/12/2017 Smart Level1706 State St.W Madison St. N/A3 1.2 3.4 N/A N/A No2 TS 6/12/2017 Smart Level1707 S Main St.W Madison St. Non Comp4 8.5 8.5 Yes 4.9 Yes 6.2,1.6 TS 6/12/2017 Smart Level1708 S Main St.W Madison St. Comp6.2 2.2 4.4 N/A N/A Yes0.7 TS 6/12/2017 Smart Level1709 S Main St.W Madison St. Non Comp 2.4 2.7 4.4 N/A N/A Yes0.7 TS 6/12/2017 Smart Level1710 S Main St.W Madison St. N/A0.9 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/A19.3 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. Comp3.6 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/A0.3 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/A2.2 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/A0.9 1 1N/A N/A Yes 1.2,2.7 TS 6/12/2017 Smart Level1720 State St.W Ridge St. Comp6.9 0.6 1.4 N/A N/A Yes1.6 TS 6/12/2017 Smart Level1721 State St.W Ridge St. Comp1.4 1.4 2N/A N/A Yes 0.3,2.3 TS 6/14/2017 Smart Level1722 State St.W Ridge St. Comp2.1 1.6 2N/A N/A Yes2 TS 6/14/2017 Smart Level1723 State St.W Ridge St. Comp0.9 2.5 1.6 N/A N/A Yes 2.0,1.4 TS 6/14/2017 Smart Level1724 Adams St.W Ridge St. Comp2.6 0.4 0.3 N/A N/A Yes0.2 TS 6/14/2017 Smart Level1725 Adams St.W Ridge St.Comp4.9 4.1 3.5 N/A N/A Yes 2.1,1.9 TS 6/14/2017 Smart Level1726 Adams St.W Ridge St. Comp5 2.9 3.5 N/A N/A Yes 1.9,2.1 TS 6/14/2017 Smart Level1727 Adams St.W Ridge St. Comp2.4 1.3 0.7 N/A N/A Yes 0.9.1.2 TS 6/14/2017 Smart Level1728 Morgan St.W Ridge St. Comp1.3 1.6 2.7 N/A N/A Yes1.2 TS 6/14/2017 Smart Level1729 Morgan St.W Ridge St. Comp1.6 0.8 2.5 N/A N/A Yes0.5 TS 6/14/2017 Smart Level1730 Morgan St.W Ridge St. Comp2.8 2.6 2.5 N/A N/A Yes0.5 TS 6/14/2017 Smart Level1731 Morgan St.W Ridge St. Comp3.3 1.9 2.7 N/A N/A Yes 0.9,0.7 TS 6/14/2017 Smart Level1732 Morgan St.W Ridge St. Comp1.9 1.3 2.7 N/A N/A Yes 0.7,0.9 TS 6/14/2017 Smart Level1733 Morgan St.W Ridge St. Comp1.1 1.5 3.3 N/A N/A Yes3.2 TS 6/14/2017 Smart Level1734 Morgan St.W Fox St.Non Comp 3.2 1.4 2.3 N/A N/A No1.3 TS 6/14/2017 Smart Level1735 State St.W Fox St.Non Comp 4.3 0.3 2N/A N/A Yes 5.2,1.2 TS 6/12/2017 Smart Level1736 State St.W Fox St.Non Comp1 0.9 1.4 N/A N/A Yes1.3 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 2N/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 Comp1 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 Level1753Bell St.E Fox St.Non Comp 0.2 5.3 2.5 No 5.1 No1.8 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.Comp3.7 0.1 0.4 N/A N/A Yes 0.6,0.8 TS 6/15/2017 Smart Level1757 Heustis St.E Fox St.Comp0.7 0.8 0.8 N/A N/A Yes0.3 TS 6/15/2017 Smart Level1759 Heustis St.E Fox St.Comp1.5 0.4 0.8 N/A N/A Yes0.3 TS 6/15/2017 Smart Level1764 Mill St.E Washington St. Comp4.2 0.7 4.3 N/A N/A Yes2.2 TS 6/15/2017 Smart Level1765 Mill St.E Washington St. Comp3.8 1.5 1.7 N/A N/A Yes1.9 TS 6/15/2017 Smart Level1766 Mill St.E Washington St. Comp4 1.7 1.7 N/A N/A Yes1.9 TS 6/15/2017 Smart Level1767 Mill St.E Washington St. Comp1.4 1.3 2.4 N/A N/A Yes2.5 TS 6/15/2017 Smart Level1768 Heustis St.E Washington St. Comp4 0.4 1.6 N/A N/A Yes1.6 TS 6/15/2017 Smart Level1769 Heustis St.E Washington St.Comp0.6 2.3 1.6 N/A N/A Yes1.6 TS 6/15/2017 Smart Level1770 Heustis St.E Washington St. Comp0.1 2 1.7 N/A N/A Yes1 TS 6/15/2017 Smart Level1771 Heustis St.E Washington St. Comp5.2 1.2 2.2 N/A N/A Yes 0.5,2.2 TS 6/15/2017 Smart Level1772 Heustis St.E Washington St. Comp0.5 5 2.2 N/A N/A Yes 2.2,0.5 TS 6/15/2017 Smart Level1773 Heustis St.E Washington St. Comp1 2.7 2.1 N/A N/A Yes 0.9,0.5 TS 6/15/2017 Smart Level1774 Heustis St.E Washington St. Comp6.4 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/ADamaged Damaged Damaged N/A N/A Yes Damaged TS 6/14/2017 Smart Level1780 S Main St.W Washington St. N/A4.2 1.3 1N/A N/A Yes 1.0,1.0 TS 6/14/2017 Smart Level1781 S Main St.W Washington St. N/ADamaged 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.Comp0.6 1 2.2 N/A N/A Yes 1.2,2.8 TS 6/14/2017 Smart Level1784 S Main St.W Washington St. Comp9 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. Comp1.6 0.6 1.9 N/A N/A Yes 1.3,1.0 TS 6/14/2017 Smart Level1787 State St.W Washington St. Comp0.2 1.9 1.9 N/A N/A Yes 1.0,1.3 TS 6/14/2017 Smart Level1788 State St.W Washington St. Comp1 1.4 1.2 N/A N/A Yes 1.6,1.1 TS 6/14/2017 Smart Level1789 State St.W Washington St. Comp0.8 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. Comp0.4 1 0.9 N/A N/A Yes1 TS 6/14/2017 Smart Level1792 Adrian St.W Orange St. Comp3.2 0.4 0.3 N/A N/A Yes 0,0.1 TS 6/14/2017 Smart Level1793 Adrian St.W Orange St. Comp2.8 0.3 1.1 N/A N/A Yes1.2 TS 6/14/2017 Smart Level1794 State St.W Orange St. Comp0.9 0.7 1.7 N/A N/A Yes1.4 TS 6/14/2017 Smart Level1796S Main St.W Orange St. Comp1.9 2.9 2N/A N/A Yes 2.3,1.9 TS 6/14/2017 Smart Level1797 S Main St.W Orange St. N/A2.8 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/A5.4 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/A0.5 0.3 1.8 N/A N/A Yes0.5 TS 6/14/2017 Smart Level1805 Heustis St.E Orange St. Comp1.1 1 1.5 N/A N/A Yes1.3 TS 6/15/2017 Smart Level1806 Heustis St.E Orange St. N/A1.3 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/A2.2 6 0.9 N/A N/A Yes 0.9,0.9 TS 6/15/2017 Smart Level1809 Mill St.E Orange St. Comp3.8 1 1N/A N/A Yes 2.6,1.5 TS 6/15/2017 Smart Level1810 Mill St.E Orange St. Comp2.2 1.8 2.5 N/A N/A Yes 1.6,1.0 TS 6/15/2017 Smart Level1813 Mill St.Schoolhouse Rd. Comp7 1.6 2.1 N/A N/A No 1.4,1.1 TS 6/15/2017 Smart Level1814 Schoolhouse Rd. Colonial PkwyComp4.7 1.3 2N/A N/A Yes 1.1,1.3 TS 6/15/2017 Smart Level1815 Schoolhouse Rd. Colonial PkwyNon Comp 3.3 3.1 1Yes 0.3 Yes2 TS 6/15/2017 Smart Level1816 Schoolhouse Rd. Colonial PkwyComp3.7 1 1Yes 0.3 Yes2 TS 6/15/2017 Smart Level1817 Schoolhouse Rd. Colonial PkwyComp4.7 0.1 1.9 Yes 1.9 Yes2.2 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.Comp6 1.1 3Yes 1.8 Yes1.4 TS 6/14/2017 Smart Level1824 Adrian St.Blaine St.Comp6.4 0.2 5Yes 1.6 Yes 5.1,0.9 TS 6/14/2017 Smart Level1825YesTS 6/14/2017 Smart Level1826 Adrian St.Blaine St.Comp6.1 3.5 3.7 Yes 2.9 Yes0.2 TS 6/14/2017 Smart Level1827 Adrian St.Blaine St.Comp12.3 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 Yes3.5 TS 6/14/2017 Smart Level1829 State St.Beecher St.Non Comp 1.6 0.9 1.8 N/A N/A Yes1.6 TS 6/14/2017 Smart Level1830 Adrian St.W Dolph St. Comp1.1 0.6 2N/A N/A Yes 1.1,2.2 TS 6/14/2017 Smart Level1831 Adrian St.W Dolph St. Comp0.7 1.3 0.6 N/A N/A Yes0.6 TS 6/14/2017 Smart Level1832 State St.W Dolph St. Comp0.3 1.2 3N/A N/A Yes3.2 TS 6/14/2017 Smart Level1833 State St.W Dolph St. Comp1.6 0.3 0.8 N/A N/A Yes0,1 TS 6/14/2017 Smart Level1834 State St.W Dolph St. Comp0.8 1 0.8 N/A N/A Yes1,0 TS 6/14/2017 Smart Level1835 State St.W Dolph St. Comp1.7 0.7 2N/A N/A Yes2 TS 6/14/2017 Smart Level1836 S Main St.W Dolph St. Comp4.5 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. Comp5.1 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 Comp6 4 4N/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 Yes2.5 TS 6/14/2017 Smart Level1840 S Main St.Beecher St.Comp0.6 1.7 2.5 N/A N/A Yes2.3 TS 6/14/2017 Smart Level1841 S Main St.Beecher St.Non Comp 4.6 4 2.4 N/A N/A Yes3.2 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/A10.5 1.2 4.4 No 1.2 Yes 4.5,4.7 TS 6/16/2017 Smart Level1892 Cornerstone Dr. Westwind Dr. N/A13.4 0.2 3.2 Yes 0.3 No 3.6,3.0 TS 6/16/2017 Smart Level1893Westwind 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. Comp6.8 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. Comp0.5 2 1.4 Yes 0.4 Yes 1.8,0 TS 6/15/2017 Smart Level2052 Crooked Creek Dr. Trillium Ct.Comp3.7 1.5 2.4 Yes 1.6 Yes 1.7,0.2 TS 6/15/2017 Smart Level2053 Crooked Creek Dr. Trillium Ct.Comp5.9 0.7 2.4 Yes 2.8 Yes 0.2,1.7 TS 6/15/2017 Smart Level2054 Crooked Creek Dr. Trillium Ct.Comp5.7 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 Level2115Country 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/A4.9 0.3 3Yes 0.7 Yes 2.4,3.3 TS 6/20/2017 Smart Level2144 Goldfinch Ave. Hawk Hollow Dr. Non Comp 6.3 5.3 5Yes 3.1 Yes 3.5,1.8 TS 6/20/2017 Smart Level2145 Goldfinch Ave. Hawk Hollow Dr. N/A7.3 2 5Yes 0.7 No 1.8,3.5 TS 6/20/2017 Smart Level2201 Hartfield Ave.Non Comp 5.7 0.3 0Yes 0.5 Yes0 TS 6/19/2017 Smart Level2202 Hartfield Ave.Non Comp 2.1 0.3 0.5 Yes 0.3 Yes0.5 TS 6/19/2017 Smart Level2203 Hearthstone Ave.Non Comp 1.1 0.7 1.5 Yes 0.1 Yes1.5 TS 6/19/2017 Smart Level2204 Hearthstone Ave.Non Comp 1.5 0.7 0.9 Yes 0.8 Yes0.9 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 Comp7 6.8 6.1 Yes 3.1 Yes 1.1,2.3 TS 6/20/2017 Smart Level2223 Windett Ridge Rd. Sutton St.Non Comp12 6.8 6.1 No 3.2 Yes 2.3,1.1 TS 6/20/2017 Smart Level2228 Fairfax WaySutton St.N/A9.4 1.8 2.4 Yes 1.2 Yes 2.5,2.6 TS 6/16/2017 Smart Level2229 Fairfax WaySutton St.N/A6.7 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/A10.1 0.9 2.3 No 1.9 Yes 2.0,1.8 TS 6/16/2017 Smart Level2233 Fairfax WaySutton St.N/A9.2 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 Comp8 2.6 4.7 Yes 6.3 No 2.1,4.4 TS 6/16/2017 Smart Level2241 Wilton Ct.Kentshire Dr. Comp7.2 2.6 2.9 Yes 0.1 No 0.1,3.2 TS 6/16/2017 Smart Level2242 Wilton Ct.Kentshire Dr. Comp5.2 5.5 2.9 Yes 3.5 No 3.2,0.1 TS 6/16/2017 Smart Level2243 Caulfield Pt.Kentshire Dr. Comp9.4 5.1 4.2 Yes 2.4 Yes 2.5,2.9 TS 6/16/2017 Smart Level2244 Caulfield Pt.Kentshire Dr. Comp13.1 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 2Yes 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 PlNon 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. Comp1.1 0.3 0.6 N/A N/A Yes1.2 TS 6/14/2017 Smart Level2268 State St.W Orange St. Comp0.6 0.8 1.2 N/A N/A Yes0.2 TS 6/14/2017 Smart Level2269 S Main St.W Orange St. Comp3 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. Comp7.6 1.5 1.7 N/A N/A Yes1 TS 6/15/2017 Smart Level2271 Caulfield Pt.Kentshire Dr. Comp7.2 3 2.6 Yes 3.8 Yes 1.3,0.8 TS 6/16/2017 Smart Level2272 Caulfield Pt.Kentshire Dr. Comp8.1 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. Comp9 0.7 3.8 Yes 4.2 Yes 1.6,4.6 TS 6/16/2017 Smart Level2277 Fitzhugh Turn Windett Ridge Rd. Comp4.2 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 Comp7 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 1Yes 1 Yes 0.6,2.1 TS 6/22/2017 Smart Level2285 East Spring StreetClearwater DrNon Comp9 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 1Yes 0.9 Yes 0.7,1.4 TS 6/22/2017 Smart Level2287 Freemont St. E Spring St.Comp3.8 0.8 1.9 Yes 1.3 Yes 3.1,1.4 TS 6/21/2017 Smart Level2288 Freemont St. Elm St.Comp4 1.2 3.3 Yes 0.3 Yes 1.4,1.8 TS 6/21/2017 Smart Level2289 Freemont St. Elm St.Comp7 1 2.4 Yes 0.5 Yes 2.5,1.0 TS 6/21/2017 Smart Level2290 E Somonauk St. Bristol Ave.Comp3.3 0.8 2.6 Yes 1.3 Yes2.1 TS 6/21/2017 Smart Level2291 E Somonauk St. Bristol Ave.Comp10.3 1.9 3.3 Yes 0.1 Yes 2.7,2.9 TS 6/21/2017 Smart Level2292 Bruell St.E Main St.Comp4.6 0.7 1.4 Yes 3.6 No 1.5,1.3 TS 6/23/2017 Smart Level2293 W CountrySide PkwyW Kendall Dr. Comp10.5 1.2 1.2 Yes 0.8 Yes 0.1,0.3 TS 6/26/2017 Smart Level2294 Powers Ct.W Kendall Dr. Comp7.2 0.7 7.2 Yes 0.2 Yes3.2 TS 6/26/2017 Smart Level2295 Powers Ct.W Kendall Dr. Comp8.1 0.5 5.7 Yes 1.3 Yes2.2 TS 6/26/2017 Smart Level2296 Independence St. John St.Comp0.8 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 Yes1.1 TS 6/20/2017 Smart Level2298 King St.W Main St.Non Comp 5.4 1.9 4.5 N/A N/A No3.5 TS 6/20/2017 Smart Level2299 Cannonball Trl S Carly CirComp10.5 3.4 2.9 Yes 0.2 Yes 3.3,1.7 TS 6/27/2017 Smart Level2300 Cannonball Trl S Carly CirComp6.7 4 2.9 Yes 0.2 Yes 1.7,3.3 TS 6/27/2017 Smart Level2301 Cannonball Trl S Carly CirComp9.8 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.Comp11.5 1.9 1.3 No 0.9 Yes 1.5,0.1 TS 6/27/2017 Smart Level2304 Cannonball Trl Purcell St.Comp10.9 4 0.7 Yes 0.1 Yes 1.5,0.9 TS 6/27/2017 Smart Level2305 Cannonball Trl Purcell St.Comp6.1 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 LnOrchid St.Comp10.2 2.6 3.4 Yes 0.2 Yes 3.0,1.4 TS 3/14/2018 Smart Level509 Crimson LnOrchid St.Comp10 3.4 3.4 Yes 1.6 Yes 1.4,3.0 TS 3/14/2018 Smart Level510 Crimson LnOrchid St.Comp6.8 1.2 2.9 Yes 0.5 Yes 0.5,2.9 TS 3/14/2018 Smart Level511 Crimson LnOrchid St.Comp9.6 0.5 2.9 Yes 1.5 Yes 2.9,0.5 TS 3/14/2018 Smart Level512 Crimson LnOrchid St.Comp6.9 1.3 2.8 Yes 1.6 Yes 2.9,3.4 TS 3/14/2018 Smart Level513 Crimson LnOrchid St.Comp8.2 0.4 3Yes 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. Comp5.9 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. Comp5.9 0.6 2.8 Yes 3.4 Yes 2.6,1.8 TS 3/14/2018 Smart Level464 Orchid St.Emerald Dr. Non Comp3 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 LnSage Ct.Non Comp 7.8 0.6 2.5 Yes 0.2 Yes 2.4,2.3 TS 3/14/2018 Smart Level536 Crimson LnSage Ct.Non Comp 8.1 0.36 2.6 Yes 0.3 Yes 2.0,2.5 TS 3/14/2018 Smart Level537 Crimson LnSage Ct.Non Comp 7.6 0.3 3Yes 0.8 Yes 1.3,2.5 TS 3/14/2018 Smart Level538 Crimson LnSage Ct.Non Comp 5.5 1.8 3Yes 1.5 Yes 2.5,1.3 TS 3/14/2018 Smart Level456 Coral Dr.Emerald Dr. Comp6.6 0.1 3.4 Yes 1.9 Yes 3.5,1.3 TS 3/14/2018 Smart Level457 Coral Dr.Emerald Dr. Comp3.1 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 Level585Hayden 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 No100 TS 3/14/2018 Smart Level583 Hayden Dr.Switchgrass Ln Non Comp 100 100 100 No 100 No100 TS 3/14/2018 Smart Level584 Hayden Dr.Switchgrass Ln Non Comp 100 100 100 No 100 No100 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 Level471Sienna 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 Comp6 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 PlNon 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 PlNon 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 PlNon 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 PlNon 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 PlNon 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 PlNon Comp 9.5 1.6 1.3 Yes 0.2 Yes 2.3,0.8 TS 3/14/2018 Smart Level568 Midight PlOlive LnNon Comp 9.7 0.9 2.9 Yes 0.8 Yes 1.3,2.6 TS 3/14/2018 Smart Level569 Midight PlOlive LnNon Comp 7.4 0.4 0.9 Yes 0.1 Yes 1.0,1.9 TS 3/14/2018 Smart Level570 Midight PlOlive LnNon Comp 11.1 2.1 0.9 Yes 1.5 Yes 1.9,1.0 TS 3/14/2018 Smart Level571 Midight PlOlive LnNon Comp 4.5 0.3 1.1 Yes 0.5 Yes 1.1,1.2 TS 3/14/2018 Smart Level572 Midight PlOlive LnNon Comp 9.9 3.3 2.8 Yes 0.9 Yes 2.3,0.2 TS 3/14/2018 Smart Level573 Midight PlOlive LnNon 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 LnComp6.7 0.7 1.4 Yes 0.2 Yes 1.1,2.5 TS 3/14/2018 Smart Level575 Prairie Grass Ln Olive LnComp5.2 0.9 2.2 Yes 1.4 Yes 2.7,1.7 TS 3/14/2018 Smart Level576 Prairie Grass Ln Olive LnNon Comp7 1.5 1.3 Yes 2 Yes 2.1,1.0 TS 3/14/2018 Smart Level577 Prairie Grass Ln Olive LnNon 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 LnNon Comp7 0.9 1.3 Yes 0.1 Yes 2.1,1.2 TS 3/14/2018 Smart Level579 Prairie Grass Ln Olive LnNon 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 Comp7 1.2 2.4 Yes 0.5 Yes 2.1,2.8 TS 3/14/2018 Smart Level549 Autumn Creek Blvd. Prairie Grass Ln Comp8 0.8 1.3 Yes 0.9 Yes 1.1,1.5 TS 3/14/2018 Smart Level550 Autumn Creek Blvd. Prairie Grass Ln Comp12.4 1.4 2.8 Yes 0.8 Yes 1.8,2.8 TS 3/14/2018 Smart Level551 Autumn Creek Blvd. Prairie Grass LnNon Comp 4.9 0.6 4Yes 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 4Yes 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 Yes0.4 TS 3/14/2018 Smart Level555 Prairie Grass Ln School Entrance Non Comp 10 2.5 10No 1 Yes 2.5,3.6 TS 3/14/2018 Smart Level556 Prairie Grass Ln School ExitNon 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 ExitNon Comp 6.4 2.5 0.5 No 0.6 Yes0.3 TS 3/14/2018 Smart Level542 Titus Dr.Autumn Creek Blvd. Comp6.4 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. Comp6 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 Comp9 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 No100 TS 3/15/2018 Smart Level416 Liliac Way/Vilet Ct. Emerald Ln. Comp3.8 1.9 1.9 Yes 1.3 Yes 1.0,1.5 TS 3/15/2018 Smart Level417 Liliac Way/Vilet Ct. Emerald Ln. Comp4.2 0.6 1.4 Yes 0.5 Yes 3.6,1.0 TS 3/15/2018 Smart Level418 Liliac Way/Vilet Ct. Emerald Ln. Comp9 0.9 2.6 Yes 0.8 Yes 2.4,2.0 TS 3/15/2018 Smart Level419 Liliac Way/Vilet Ct. Emerald Ln. Comp5.2 0.5 3.1 Yes 0.6 Yes 3.1,2.4 TS 3/15/2018 Smart Level420 Liliac Way/Vilet Ct. Emerald Ln. Comp8 1.3 1.3 Yes 0.7 Yes 0.6,2.3 TS 3/15/2018 Smart Level421 Liliac Way/Vilet Ct. Emerald Ln. Comp3.4 1.6 1.3 Yes 1.7 Yes 2.3,0.6 TS 3/15/2018 Smart Level422 Liliac Way/Vilet Ct. Emerald Ln. Comp1.6 2 1.6 Yes 1.5 Yes 0.7,0.4 TS 3/15/2018 Smart Level423 Liliac Way/Vilet Ct. Emerald Ln. Comp5.1 0.7 1.6 Yes 1.2 Yes 0.4,0.7 TS 3/15/2018 Smart Level426 Emerald Ln.Ruby Dr.Comp7.1 0.5 1.7 Yes 0.4 Yes 1.2,1.1 TS 3/15/2018 Smart Level428 Slate Dr./Ct. Emerald Ln. Comp3 0.9 1.8 Yes 0.8 Yes 1.4,0.7 TS 3/15/2018 Smart Level429Slate Dr./Ct. Emerald Ln. Comp1.7 0.6 0.9 Yes 1.4 Yes 0.6,1.4 TS 3/15/2018 Smart Level430 Slate Dr./Ct. Emerald Ln. Comp3 0.3 0.9 Yes 0.7 Yes 0.6,1.4 TS 3/15/2018 Smart Level431 Slate Dr./Ct. Emerald Ln. Comp5.4 0.7 2Yes 0.5 Yes 2.1,2.0 TS 3/15/2018 Smart Level432 Slate Dr./Ct. Emerald Ln. Comp9.5 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. Comp6.2 3.1 4.3 Yes 1 Yes 4.8,2.2 TS 3/15/2018 Smart Level434 Slate Dr.Lilac WayComp7.6 1.2 2.9 Yes 0.5 Yes 0.8,1.1 TS 3/15/2018 Smart Level435 Slate Dr.Lilac WayComp6 1.9 2.9 Yes 1.3 Yes 1.1,0.8 TS 3/15/2018 Smart Level2313 Slate Dr.Lilac WayComp6.9 1.1 3Yes 0.8 Yes 1.9,1.9 TS 3/15/2018 Smart Level2315 Slate Dr.Lilac WayComp6.6 0.5 1.8 Yes 0.3 Yes 1.7,2.3 TS 3/15/2018 Smart Level514 Autumn Creek Blvd. Crimson Ln. Comp4.4 1.9 2.8 Yes 1.5 Yes 1.8,2.6 TS 3/15/2018 Smart Level518 Autumn Creek Blvd. Crimson Ln. Comp8.4 0.1 1.1 Yes 1 Yes 1.7,2.6 TS 3/15/2018 Smart Level519 Autumn Creek Blvd. Crimson Ln. Comp4.4 0.2 1.1 Yes 1 Yes 2.6,1.7 TS 3/15/2018 Smart Level520 Autumn Creek Blvd. Crimson Ln. Comp5.8 4.1 5.1 Yes 0.6 Yes 5.9,1.3 TS 3/15/2018 Smart Level522 Autumn Creek Blvd.Comp8.3 2 2.7 Yes 0.6 Yes 2.1,0.8 TS 3/15/2018 Smart Level523 Autumn Creek Blvd.Comp8.4 0.3 2Yes 1.4 Yes 1.4,2.3 TS 3/15/2018 Smart Level539 Autumn Creek Blvd. School ExitNon Comp 3.9 1.3 1.5 No 0.1 Yes1.7 TS 3/15/2018 Smart Level540 Autumn Creek Blvd. School ExitNon 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 ExitNon Comp 6.3 3.2 2.8 No 4.3 Yes1.4 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 No100 TS 3/15/2018 Smart Level611 Wild Indigo Ln. Bluestem Dr. Non Comp 100 100 100 No 100 No100 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.Comp11.1 1.9 2.5 Yes 0.2 Yes 1.7,2.6 TS 3/15/2018 Smart Level442 Emerald Ln.Cobalt Dr.Comp14.1 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 No0,0.9 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 PathComp8.6 0.9 1.6 Yes 0.5 Yes 1.9,2.8 TS 3/15/2018 Smart Level447 Emerald Ln.Bike PathComp8 1.3 1.2 Yes 1.2 Yes 0.9,1.3 TS 3/15/2018 Smart Level448 Emerald Ln.Crimson Ln. Comp4.2 2.6 2.2 Yes 1.2 Yes 8.7,7.6 TS 3/15/2018 Smart Level450 Emerald Ln.Crimson Ln. Comp11.1 3.6 1.1 Yes 2 Yes 2.2,1.0 TS 3/15/2018 Smart Level451 Emerald Ln.Crimson Ln. Comp8.6 1.1 1.1 Yes 2.9 Yes 1.0,2.2 TS 3/15/2018 Smart Level452 Emerald Ln.Crimson Ln. Comp10.9 0.7 2.2 Yes 0.2 Yes 1.5,2.4 TS 3/15/2018 Smart Level414 Kennedy RdEmerald Ln. Comp5 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 3No 2.1 Yes 1.1,2.2 TS 3/16/2018 Smart Level1089 McMurtrie WayElden Dr.Non Comp 8.9 3.8 3No 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 1Yes 1 No 1.1,0.9 TS 3/16/2018 Smart Level164 Shadow Wood Dr. Bombah Blvd. Non Comp 11.5 3.9 1Yes 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 Yes0.7 TS 3/16/2018 Smart Level2323 Shadow Wood Dr. Bombah Blvd. Non Comp 10.5 0.5 2.4 No 2.7 No0.7 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 Level166Shadow 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 1.8No 1 Yes1.8 MRB 3/22/2018 Smart Level1324 Game Farm Rd. Pleasure Dr. Non Comp 0.5 0.5No 1 Yes0.6 MRB 3/22/2018 Smart Level1325 Game Farm Rd. Beecher CenterNon Comp 2.4 1No 0.3 Yes1 MRB 3/22/2018 Smart Level1326 Game Farm Rd. Beecher CenterNon Comp 1.6 0.9No 0.2 Yes0.9 MRB 3/22/2018 Smart Level1328 Library Game Farm Rd. Comp8.6 0.51.3 Yes 0.6 Yes1.2 MRB 3/22/2018 Smart Level1329 Game Farm Rd. LibraryNon Comp 0.2 1.4No 0.4 Yes1.4 MRB 3/22/2018 Smart Level1330 Game Farm Rd. City HallNon Comp 2.2 0.4Yes 1.1 Yes0.4 MRB 3/22/2018 Smart Level1331 Game Farm Rd. City HallNon Comp4 2.2Yes 0.9 Yes2.2 MRB 3/22/2018 Smart Level1333 Game Farm Rd. Football Stadium Non Comp0 2.5Yes 2 Yes2.5 MRB 3/22/2018 Smart Level1334 Football Stadium Game Farm Rd. Comp9.7 2.33.2 Yes 1.2 Yes 2.7, 2.8 MRB 3/22/2018 Smart Level1335 Game Farm Rd. High School Non Comp 2.2 32.5 Yes 0.4 Yes3.2 MRB 3/22/2018 Smart Level1336 Game Farm Rd. High School Comp3 91.5 Yes 1.3 Yes0.9 MRB 3/22/2018 Smart Level1337 Game Farm Rd. School Bus EntranceComp0.4 3.51.9 Yes 4.8 Yes1.9 MRB 3/22/2018 Smart Level1338 Game Farm Rd. School Bus EntranceComp2.7 23.1 Yes 4.2 Yes2 MRB 3/22/2018 Smart Level1340 Game Farm Rd. High School AcademyComp1.8 0.72.1 Yes 0.7 Yes1.8 MRB 3/22/2018 Smart Level1341 Game Farm Rd. School Bus ExitComp2.2 2.92.9 Yes 3 Yes2.9 MRB 3/22/2018 Smart Level1342 Game Farm Rd. School Bus ExitComp0.4 3.63.9 Yes 4.4 Yes3.9 MRB 3/22/2018 Smart Level1278 John Street Parking LotNon Comp 4.5 4.23.3 No 1.5 No 3.3, 2.2 MRB 3/22/2018 Smart Level1277 Parking LotJohn St.Non Comp 7.1 2.23.3 No 3.1 No 3.3, 2.2 MRB 3/22/2018 Smart Level1276 Parking LotJohn St.Non Comp 3.5 2.54.2 No 1 Yes3.5 MRB 3/22/2018 Smart Level1275 Parking LotJohn St.Non Comp 3.6 0.6No 0.6 Yes0.2 MRB 3/22/2018 Smart Level2317 Parking LotJohn St.Non Comp 2.8 0.2No 0.3 No0.6 MRB 3/22/2018 Smart Level56 Plymouth Ave. Bristol Bay DrNon Comp 2.1 0.11 No 0.4 Yes0.8 MRB 3/23/2018 Smart Level57 Plymouth Ave. Bristol Bay DrNon Comp7 1.21.4 No 0.9 Yes1.2 MRB 3/23/2018 Smart Level58 Plymouth Ave. Bristol Bay DrNon Comp 6.7 1.43.7 No 0.2 Yes 2.4, 1.6 MRB 3/23/2018 Smart Level59 Bristol Bay Dr. Plymouth Ave. Non Comp 6.6 0.93.7 No 0.1 Yes 2.4, 1.6 MRB 3/23/2018 Smart Level60 Bristol Bay Dr. Plymouth Ave. Non Comp 4.3 2.25 No 0.3 Yes 1.8, 2.3 MRB 3/23/2018 Smart Level61 Plymouth Ave. Bristol Bay DrNon Comp4 15 No 0.4 Yes 1.8, 2.3 MRB 3/23/2018 Smart Level83 Gardiner Ave Bertram Dr. Non Comp 8.8 1.14.8 No 0.1 Yes 4.4,1.9 MRB 3/23/2018 Smart Level84 Bertram Dr.Gardiner Ave Non Comp 8.6 2.44.8 No 1.5 Yes 4.4, 1.9 MRB 3/23/2018 Smart Level85 Gardiner Ave Bertram Dr. Non Comp 5.1 2.13.9 No 2.3 No 3.7, 0.7 MRB 3/23/2018 Smart Level86 Bertram Dr.Gardiner Ave Non Comp 8.3 0.63.9 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 2.63.9 No 0.7 Yes2.3 MRB 3/23/2018 Smart Level109 Sarasota Ave Bertram Dr. Non Comp 6.5 1.62.9 Yes 0.4 Yes2.7 MRB 3/23/2018 Smart Level110 Sarasota Ave Bertram Dr. Non Comp 5.7 2.52.9 No 1.7 Yes 1.6, 0.7 MRB 3/23/2018 Smart Level111 Bertram Dr.Sarasota Ave Non Comp 8.8 1.52.9 No 2.2 Yes 1.6, 0.7 MRB 3/23/2018 Smart Level112 Bertram Dr.Sarasota Ave Non Comp 6.8 1.12.2 No 1.1 Yes 2.2, 1.3 MRB 3/23/2018 Smart Level113 Sarasota Ave Bertram Dr. Non Comp 5.8 0.42.2 Yes 0.5 Yes 2.2, 1.3 MRB 3/23/2018 Smart Level114 Sarasota Ave Bertram Dr. Non Comp 7.1 0.52.8 Yes 0.5 Yes2.6 MRB 3/23/2018 Smart Level105 Harrison Dr.Bertram Dr. Non Comp 2.2 1.43.3 No 0.3 No 2.5, 1.9 MRB 3/23/2018 Smart Level104 Bertram Dr.Harrision Dr. Non Comp 2.8 1.83.3 No 1.4 Yes 2.5, 1.9 MRB 3/23/2018 Smart Level106 Bertram Dr.Harrision Dr. Non Comp 8.3 0.52.3 No 0.3 Yes 2.0, 0.5 MRB 3/23/2018 Smart Level107Harrison Dr.Bertram Dr. Non Comp 9.3 1.22.3 No 0.7 Yes 2.0, 0.5 MRB 3/23/2018 Smart Level108 Harrison Dr.Bertram Dr. Non Comp 5.6 0.92.6 No 0.1 Yes2.4 MRB 3/23/2018 Smart Level1352 John Street John St.Non Comp 3.6 1Yes 1 YesMRB 3/23/2018 Smart Level1351 John Street John St.Non Comp 4.9 10.4 10.6 Yes 0.9 YesMRB 3/23/2018 Smart Level2320 34 Access Rd John St.Non Comp8.1 No 1.4 YesMRB 3/23/2018 Smart Level2321 34 Access Rd John St.Non Comp8.3 No 1.6 YesMRB 3/23/2018 Smart Level2318 John Street Hospital EmergencyNon Comp8.6 No 1.8 YesMRB 3/23/2018 Smart Level2319 John Street Hospital EmergencyNon Comp8.4 No 1.5 YesMRB 3/23/2018 Smart Level1271 Beecher Road John St.Non Comp1.5 0.2 2.5 N/ANo1.8 MRB 3/23/2018 Smart Level1272 Beecher Road John St.Comp1.9 Yes 0.7 No 2.0, 0.3 MRB 3/23/2018 Smart Level1273 John Street Hospital ParkingNon Comp4.6 8.9 10.1 No 0.8 YesMRB 3/23/2018 Smart Level1274 John Street Hospital ParkingNon Comp4.5 5.1 10.3 No 1.7 YesMRB 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 Comp12.7 Not Req'd Not Req'd Yes0.1 0.52.1Yes TS 6/26/2017Smart Level1304 Cannonball Trl Patrick Ct.Non Comp5.8 Not Req'd Not Req'd Yes1.2 4.0,0.40.1,2.2 Yes TS 6/26/2017Smart Level1322 Game Farm Rd. W Veterans Pkwy Comp3.7 Not Req'd Not Req'd Yes2.8 0.82.4Yes TS 6/26/2017Smart Level1481 Tower Ln. W Somonauk Rd. Comp1.4 Not Req'd Not Req'd Yes1.1 4.71.7Yes TS 6/20/2017Smart Level1500 Freemont St. Jackson St.Comp4.4 Not Req'd Not Req'd N/AN/A 3.0,3.0 3.1,1.8 Yes TS 6/22/2017Smart Level1503 McHugh Rd. Jackson St.Non Comp7.9 Not Req'd Not Req'd Yes1 1.1,3.8 3.1,3.8 Yes TS 6/21/2017Smart Level1505 McHugh Rd. Jackson St.Non Comp6.5 Not Req'd Not Req'd Yes0.9 0.2,2.3 2.9,1.8 Yes TS 6/21/2017Smart Level1506 McHugh Rd. Elm St.Non Comp10 Not Req'd Not Req'd Yes0.3 0.1,2.1 6.1,4.5 Yes TS 6/21/2017Smart Level1507 McHugh Rd. Elm St.Non Comp7.5 Not Req'd Not Req'd Yes3.3 0.9,1.3 5.1,0.1 Yes TS 6/21/2017Smart Level1512 Freemont St. Park St.Comp1.8 3.4 Not Req'd Yes3 6.0,0.2 0.8,2.8 Yes TS 6/22/2017Smart Level1519 McHugh Rd. E Park St.Non Comp11.5 Not Req'd Not Req'd Yes3.5 0.5,0.0 0.3,0.0 Yes TS 6/21/2017Smart Level1570 McHugh Rd. E Spring St.Non Comp7.4 Not Req'd Not Req'd Yes1.1 0.6,0.3 2.2,2.0 Yes TS 6/23/2017Smart Level1575 Bruell St.E Spring St.Comp1.8 Not Req'd Not Req'd Yes0.2 1.8,3.2 1.6,0.6 Yes TS 6/23/2017Smart Level1576 Bruell St.E Spring St.Comp1.2 2.9 1.5Yes0.6 8.4,6.7 0.9,0.0 Yes TS 6/23/2017Smart Level1589 Church St. W Center St. Non Comp2.8 Not Req'd Not Req'd no0.9 1.1,0.5 1.9,2.5 Yes TS 6/20/2017Smart Level1639 McHugh Rd. E Main St.Comp2.8 Not Req'd 3Yes2.1 4.8,6.3 2.3,0.3 Yes TS 6/23/2017Smart Level1643 Bruell St.E Main St.Comp4.4 Not Req'd 5.9Yes5.2 2.9,6.8 0.5,0.7 Yes TS 6/23/2017Smart Level1646 Oakwood St. E Main St.Non Comp2.5 2.2 2No2.1 5.2,10.2 0.1,1.1 Yes TS 6/23/2017Smart Level1647 Oakwood St. E Main St.Comp2.1 Not Req'd 2.5Yes0.7 2.8,5.8 2.1,1.5 Yes TS 6/23/2017Smart Level1648 Oakwood St. E Main St.Comp1.4 Not Req'd 3.6No2.6 5.0,6.0 1.5,0.4Yes TS 6/23/2017Smart Level1649 Johnson St. E Main St.Comp2.9 7.6 3No4 11.5,7.2 3.5,0.7 No TS 6/22/2017Smart Level1651 Oakwood St. Behrens St.Comp2.8 2 3.5Yes2.8 8.7,7.6 1.6,1.2 No TS 6/23/2017Smart Level1683 S Main St. W Van Emmon St. Non Comp13.2 N/A N/AYes14.8 11.52Yes TS 6/12/2017Smart Level1684 S Main St. W Van Emmon St. Non Comp10.7 4.2 18.4Yes9.80.2,0.9 No TS 6/12/2017Smart Level1705 State St.W Madison St. N/A12.1Yes13.72.7,7.4Yes TS 6/12/2017Smart Level1754 Heustis St. E Fox St.N/A6.6No3.63.1Yes TS 6/15/2017Smart Level1758 Heustis St. E Fox St.Non Comp1No1.60.9,1.9 Yes TS 6/15/2017Smart Level1795 State St.W Orange St. Non Comp1.3 Not Req'd Not Req'd N/AN/A 1.6,1.5 1.5,1.6 Yes TS 6/14/2017Smart Level1808 Heustis St. E Orange St.Non Comp5.1N/AN/A4.1,1.9 Yes TS 6/15/2017Smart Level1811 Mill St.Illini Dr.Non Comp1.8 Not Req'd Not Req'd Yes1.3 2.9,3.41.3,1.8 Yes TS 6/15/2017Smart Level1812 Mill St.Illini Dr.Non Comp2.6 Needed Needed Yes1.9 7.4,1.0 0.3,1.6 Yes TS 6/15/2017Smart Level1820 Morgan St. Blaine St.Non Comp6 Not Req'd Not Req'd Yes1.61.2,1.3 Yes TS 6/14/2017Smart Level1822 Morgan St. Blaine St.Non Comp4.5 Not Req'd Not Req'd Yes1.3 1.4,0.8 1.3,0.3 Yes TS 6/14/2017Smart Level424 Emerald Ln. Ruby Dr.Comp2.5 Not Req'd Not Req'd Yes0.6 1.3,0.9 1.2,1.7 Yes TS 3/15/2018Smart Level425 Emerald Ln. Ruby Dr.Comp1.4 Not Req'd Not Req'd Yes0.8 4.9,0.3 1.2,0.2 Yes TS 3/15/2018Smart Level412 Kennedy Rd. Emerald Ln.Comp1.7 Not Req'd Not Req'd Yes1.9 < 50.6,1.5 Yes TS 3/15/2018Smart Level1327 Game Farm Rd. LibraryComp4.7 Not Req'd Not Req'd Yes2.1 0.8, 11.8 1.9, 1.0 Yes MRB 3/22/2018Smart Level1332 Game Farm Rd. Football Stadium Comp5.9 Not Req'd Not Req'd Yes0.6 5.8, 4.2 4.5, 4.2 Yes MRB 3/22/2028Smart Level1339 Game Farm Rd. High School Academy Comp2 Not Req'd Not Req'd Yes1.1 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/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 Old Business #2 Tracking Number PW 2018-64 Raintree Village – Units 4, 5 and 6 Basin Maintenance Public Works Committee – August 21, 2018 Majority Consideration of Contract Award Consideration of Bid Award Brad Sanderson Engineering Name Department Bids were received, opened and tabulated for work to be done on the project at 10:00 a.m., August 10th. Representatives of contractors bidding the project and our firm were in attendance. A tabulation of the bids and the engineer’s estimate is attached for your information and record. There are a couple of items to note: 1. The City Attorney recently ruled that landscape maintenance projects are not subject to prevailing wage. Previous quotes and work in the past several years on this project included paying prevailing wage, which was the prior direction. 2. The apparent low bid (Semper Fi), as read at the bid opening contained mathematical errors once they were tabulated. The errors are highlighted on the bid tab. There was a small error carried over in line item #3. The main error was that the amounts of the individual line items did not add up correctly, therefore the total was incorrect. Based on the correction, Pizzo & Associates is the new low bidder. We therefore recommend the acceptance of the bid and approval of award be made to the low bidder, Pizzo & Associates, LTD., 10729 Pine Road, Leland, Illinois 60531 in the amount of $15,300.00. This work will be for maintenance in the fall of 2018 and all of 2019. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: August 14, 2018 Subject: Raintree Village – Units 4, 5 and 6 Basin Maintenance BID TABULATION BIDS RECD 8/10/2018 SUBMITTED CORRECTED ITEM UNIT UNIT UNIT WITH BID UNIT UNIT NO.DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT AMOUNT PRICE AMOUNT PRICE AMOUNT 1 MAINTENANCE FOR BASIN F, 2018 EACH 1 2,085.00$ 2,085.00$ 1,376.00$ 1,376.00$ 945.00$ 945.00$ 945.00$ 1,600.00$ 1,600.00$ 1,700.00$ 1,700.00$ 2 MAINTENANCE FOR BASIN G, 2018 EACH 1 2,085.00$ 2,085.00$ 1,228.00$ 1,228.00$ 1,385.00$ 1,385.00$ 1,385.00$ 1,425.00$ 1,425.00$ 1,500.00$ 1,500.00$ 3 MAINTENANCE FOR BASIN H, 2018 EACH 1 2,085.00$ 2,085.00$ 1,389.00$ 1,389.00$ 2,737.50$ 2,739.50$ 2,737.50$ 2,900.00$ 2,900.00$ 3,200.00$ 3,200.00$ 4 MAINTENANCE FOR BASIN F, 2019 EACH 3 1,005.00$ 3,015.00$ 1,376.00$ 4,128.00$ 945.00$ 2,835.00$ 2,835.00$ 1,400.00$ 4,200.00$ 1,700.00$ 5,100.00$ 5 MAINTENANCE FOR BASIN G, 2019 EACH 3 1,005.00$ 3,015.00$ 1,228.00$ 3,684.00$ 1,385.00$ 4,155.00$ 4,155.00$ 1,300.00$ 3,900.00$ 1,500.00$ 4,500.00$ 6 MAINTENANCE FOR BASIN H, 2019 EACH 3 1,005.00$ 3,015.00$ 1,389.00$ 4,167.00$ 2,737.50$ 8,212.50$ 8,212.50$ 2,750.00$ 8,250.00$ 3,200.00$ 9,600.00$ TOTAL 15,300.00$ 15,972.00$ 15,202.50$ 20,270.00$ 22,275.00$ 25,600.00$ % BELOW/ABOVE ENGINEER'S ESTIMATE -40.2%-37.6%-20.8%-13.0% BID TABULATION RAINTREE VILLAGE BASIN MAINTENANCE FOR BASINS F, G, AND H UNITED CITY OF YORKVILLE PIZZO & ASSOCIATES LIMITED CONSERVATION LAND STEWARDSHIP SEMPER FI LAND, INC.ENCAP, INC.ENGINEER'S ESTIMATE 52 Wheeler Rd Leland, IL 60531 Elmhurst, IL 60126 Yorkville, IL 60560 DeKalb, IL 60115 Sugar Grove, IL 60554 10729 Pine Road 910 S. Riverside Drive, Ste 5 1215 Deer Street 2585 Wagner Ct. ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS 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 Old Business #3 Tracking Number PW 2018-70 Ground Effects Sidewalk Public Works Committee – August 21, 2018 None Review of Estimates Brad Sanderson Engineering Name Department Together with Public Works we have refined and adjusted the cost estimates. The new estimates account for several of the work items to be completed by the Public Works Department. All items not able to be performed by Public Works will need to be contracted separately. We will be prepared to discuss further at the committee meeting. 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: August 14, 2018 Subject: Ground Effects Sidewalk B r i d g e B r i d g e Green BriarGreen BriarEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 / www.eeiweb.conPROPOSED SIDEWALK LOCATION MAPOPTION 1DATE:JULY 2018United City of Yorkville800 Game Farm RoadYorkville, IL 60560(630) 553-4350http://www.yorkville.il.usGREENBRIAR SIDEWALK UNITED CITY OF YORKVILLEKENDALL COUNTY, ILLINOISCONSULTING ENGINEERSNO. DATE REVISIONSPROJECT NO.:YO1826PATH:H:/GIS/PUBLIC/YORKVILLE/2018/YO1826_SIDEWALK OPTION 1.MXDFILE:fffääNORTHCONNECTION TO SOUTH SIDEWALKCONNECTION TO SOUTH SIDEWALKUTILITY BOXESUTILITY BOXESLegendProposed Sidewalk JOB NO: DESIGNED: DATE: PROJECT TITLE: ITEM UNIT NO.UNIT QUANTITY PRICE AMOUNT 1 CY 150 -$ -$ 2 LF 20 75.00$ 1,500.00$ 3 SF 150 9.00$ 1,350.00$ 4 SF 4,400 7.00$ 30,800.00$ 5 SF 20 35.00$ 700.00$ 6 SUBBASE GRANULAR MATERIALS, TYPE B, CA-6 TON 130 12.00$ 1,560.00$ 7 SY 980 0.35$ 343.00$ 8 TON 1.2 100.00$ 120.00$ 9 LF 80 -$ -$ 10 LF 25 15.00$ 375.00$ 11 LS 1 2,000.00$ 2,000.00$ 38,700.00$ 20% CONTINGENCY 7,700.00$ 46,400.00$ ESTIMATED ENGINEERING =7,000.00$ IDOT PERMIT =3,000.00$ TOTAL - ESTIMATED COST TO ENGINEER AND CONSTRUCT =56,400.00$ assumes earth excavation and respread, subbase granular material, restoration, class D patch and paint striping done be City assumes curb and gutter, sidewalk, detectable warnings, pavement marking removal and traffic control and protection done by Contractor assumes 10' of curb each side of road at west end for road crossing (Contractor) assumes 4 sidewalk squares at Route 47 & 2 squares on southside of Greenbriar as it tees into exist sidewalk to make a 2% sidewalk landing (Contractor) assumes sidewalk unit cost excludes earth excavation (Contractor) assumes 4" thick and 6' wide sidewalk aggregate base at $12/ ton material cost done by City; trucking and install cost not included assumes restoration 10' wide total for sidewalk for earth excavation/topsoil respread (City) assumes all work within City ROW with no temporary construction easements needed assumes 6" topsoil strip and respread each side of sidewalk (City) assumes earth excavation (9" thick by 6' wide) can be respread and restored in north parkway; no CCDD required since staying onsite. assumes Class D Patch done by Yorkville Staff at HMA Material cost of $50/ton (City); trucking and install cost not included; 10SY = 1.2 tons assumes Restoration: seed @ $2/LB at 200 LB/Ac; Fert $1.50/lb (18-18-18) at 90 LB/Ac; Hydromulch @ $12/30LB Bale at 1000 LB/Ac; tackifier @ $50/3LB at 3 LB/Ac = $0.35/SY \\Milkyway\EEI_Storage\Docs\Public\Yorkville\2018\YO1826-C Ground Effects\Eng\[Preliminary Cost Estimate 2018-08-13.xlsx]PCE Option 1 North Sidewalk ITEM YO1826 JDH August 13, 2018 Ground Effects Sidewalk Addition Preliminary Engineering Cost Estimate - Option 1 - Sidewalk on North Side of Greenbriar Road EARTH EXCAVATION AND RESPREAD IN PARKWAY COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT SIDEWALK REMOVAL AND REPLACEMENT PCC SIDEWALK 5 INCH DETECTABLE WARNINGS SUB-TOTAL - ESTIMATED PROBABLE COST TO CONSTRUCT ESTIMATED PROBABLE COST TO CONSTRUCT RESTORATION CLASS D PATCH, TYPE 1, 4" PAINT PAVEMENT MARKING - 6" TRAFFIC CONTROL AND PROTECTION PAVEMENT MARKING REMOVAL Page 1 of 1 JOB NO: DESIGNED: DATE: PROJECT TITLE: ITEM UNIT NO.UNIT QUANTITY PRICE AMOUNT 1 CY 250 -$ -$ 2 LF 20 75.00$ 1,500.00$ 3 HOT-MIX ASPHALT SURFACE COURSE, MIX "C", N30 TON 100 50.00$ 5,000.00$ 4 SF 175 9.00$ 1,575.00$ 5 SF 20 35.00$ 700.00$ 6 SUBBASE GRANULAR MATERIALS, TYPE B, CA-6 TON 380 12.00$ 4,560.00$ 7 SY 1,280 0.35$ 448.00$ 8 TON 1.2 100.00$ 120.00$ 9 LF 80 -$ -$ 10 LF 25 15.00$ 375.00$ 11 LS 1 1,000.00$ 1,000.00$ 15,300.00$ 20% CONTINGENCY 3,100.00$ 18,400.00$ ESTIMATED ENGINEERING =2,800.00$ IDOT PERMIT =3,000.00$ TOTAL - ESTIMATED COST TO ENGINEER AND CONSTRUCT =24,200.00$ assumes earth excavation and respread, subbase granular material, restoration, class D patch, HMA shared use path and paint striping done be City assumes curb and gutter, sidewalk, detectable warnings, pavement marking removal and traffic control and protection done by Contractor assumes 10' of curb each side of road at west end for road crossing with 5' wide ramps (Contractor) assumes 5 sidewalk squares at Route 47 & 2 squares on southside of Greenbriar as it tees into exist sidewalk to make a 2% sidewalk landing (Contractor) assumes sidewalk unit cost excludes earth excavation (Contractor) assumes 8" thick and 9' wide shared use path aggregate base at $12/ ton material cost done by City; trucking and install cost not included assumes restoration 13' wide total for shared use path for earth excavation/topsoil respread (City) assumes all work within City ROW with no temporary construction easements needed; assumes no utility pedestal/transformer relocation assumes 6" topsoil strip and respread each side of sidewalk (City) assumes earth excavation (10" thick by 9' wide) can be respread and restored in north parkway; no CCDD required since staying onsite. assumes Class D Patch done by Yorkville Staff at HMA Material cost of $50/ton (City); trucking and install cost not included; 10SY = 1.2 tons assumes HMA Shared Use Path done by Yorkville Staff at HMA Material cost of $50/ton (City); trucking and install cost not included assumes Restoration: seed @ $2/LB at 200 LB/Ac; Fert $1.50/lb (18-18-18) at 90 LB/Ac; Hydromulch @ $12/30LB Bale at 1000 LB/Ac; tackifier @ $50/3LB at 3 LB/Ac = $0.35/SY \\Milkyway\EEI_Storage\Docs\Public\Yorkville\2018\YO1826-C Ground Effects\Eng\[Preliminary Cost Estimate 2018-08-13.xlsx]PCE Option 2 North 8' Bikepath Preliminary Engineering Cost Estimate - Option 2 - 8' Shared Use Path on North Side of Greenbriar Road YO1826 JDH August 13, 2018 Ground Effects Sidewalk Addition ITEM EARTH EXCAVATION AND RESPREAD IN PARKWAY COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT SIDEWALK REMOVAL AND REPLACEMENT DETECTABLE WARNINGS SUB-TOTAL - ESTIMATED PROBABLE COST TO CONSTRUCT ESTIMATED PROBABLE COST TO CONSTRUCT RESTORATION CLASS D PATCH, TYPE 1, 4" PAINT PAVEMENT MARKING - 6" PAVEMENT MARKING REMOVAL TRAFFIC CONTROL AND PROTECTION Page 1 of 1