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Public Works Packet 2018 10-16-18 AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, October 16, 2018 6:00 p.m. City Hall Conference Room 800 Game Farm Road, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: September 18, 2018 New Business: 1. PW 2018-86 Meeting Schedule for 2019 2. PW 2018-87 Capital Improvement Projects Update 3. PW 2018-88 Bond/LOC Reduction Quarterly Update 4. PW 2018-89 2018 Sanitary Sewer Lining – Change Order No. 2 5. PW 2018-90 Yorkville Christian School – Grant of Easement 6. PW 2018-91 Cedarhurst – Grant of Easement 7. PW 2018-92 Grande Reserve – Grant of Easement 8. PW 2018-93 Prestwick Unit 1 Backup SSA 9. PW 2018-94 Pavement Management – 5 Year Plan 10. PW 2018-95 Capital Improvement Plan – 5 Year Plan 11. PW 2018-96 Budget Amendment for Radio Purchases Old Business: Additional Business: 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 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, October 16, 2018 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. September 18, 2018 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2018-86 Meeting Schedule for 2019 □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2018-87 Capital Improvement Projects Update □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2018-88 Bond/LOC Reduction Quarterly Update □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2018-89 2018 Sanitary Sewer Lining – Change Order No. 2 □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2018-90 Yorkville Christian School – Grant of Easement □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2018-91 Cedarhurst – Grant of Easement □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2018-92 Grande Reserve – Grant of Easement □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 8. PW 2018-93 Prestwick Unit 1 Backup SSA □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 9. PW 2018-94 Pavement Management – 5 Year Plan □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 10. PW 2018-95 Capital Improvement Plan – 5 Year Plan □ Moved forward to CC __________ consent agenda? Y N □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 11. PW 2018-96 Budget Amendment for Radio Purchases □ 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 – September 18, 2018 Public Works Committee – October 16, 2018 Majority Committee Approval Minute Taker Name Department Page 1 of 2 DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, September 18, 2018, 6:00pm Yorkville City Hall, Conference Room 800 Game Farm Road IN ATTENDANCE: Committee Members Chairman Joel Frieders Alderman Seaver Tarulis Alderman Ken Koch Absent: Alderman Jackie Milschewski Other City Officials Assistant City Administrator Erin Willrett Engineer Brad Sanderson, EEI Public Works Director Eric Dhuse Other Guests: Bryan Donley, Insite Inc. The meeting was called to order at 6:00pm by Chairman Joel Frieders. Citizen Comments: None Previous Meeting Minutes: August 21, 2018 The minutes were approved as presented. New Business: 1. PW 2018-82 Verizon Lease Agreement – 610 Tower Lane Mr. Dhuse said this is a standard cell phone antenna lease agreement, however, the antenna will be located around the neck of the tower. The terms are 5 years at $2,900 monthly with a yearly 3% increase. There will also be three automatic 5-year renewals. Alderman Koch asked about baseballs from the nearby field possibly hitting the tower. Mr. Dhuse said the tower has been hit on occasion. The committee was OK with this request and the matter moves to the consent agenda. 2. PW 2018-83 Budget Amendment and Purchase of Calcium Chloride and Storage Tank Mr. Dhuse said he wishes to purchase calcium chloride liquid and a tank to hold the brine. The product is purchased in bulk and up to 10% of calcium chloride is added to the brine. City Treasurer Fredrickson has drafted a budget amendment to facilitate. The committee approved this action and this item moves to the consent agenda. Page 2 of 2 3. PW 2018-84 Blackberry Woods (Phase B) – Development Status Mr. Sanderson reported that the city has two letters of credit on this project and has recently updated a punchlist of many items that has not been completed. He said a considerable amount of sediment has entered the the basin, storm sewer and sanitary sewer. Also, street lights were not installed prior to occupancy. The city has attempted to have the developer complete the work, but with limited success. The developer has not provided schedules the city has requested and consequently staff has recommended issuance of a letter of default to begin the process of calling the letters of credit. The committee was OK with this recommendation and this matter moves to the consent agenda. 4. PW 2018-85 Whispering Meadows Units 1, 2 & 4 – Completion of Improvements A summary was provided by Mr. Sanderson and he said $1 million of work is being done. A punchlist was given to the contractor and restoration continues to be an issue. Concrete work, pavement repairs and manhole repairs (groundwater is leaking into manhole) are still needed but, street light repairs were made. Alderman Koch commented that the work was done in a very short time of three weeks. Chairman Frieders thanked Mr. Sanderson for the work that was done. This is an informational item. Old Business: Alderman Tarulis said conditions on the bike path have improved and Mr. Dhuse noted that signs have been installed prohibiting motorized vehicles. Additional Business: Chairman Frieders asked about having a small area of asphalt put down at the curve on Cannonball where it continually chips. Mr. Dhuse said it would not be practical since cars would speed up and then hit gravel. Mr. Frieders noted small rocks were “sprayed” following a recent accident there. There was no further business and the meeting was adjourned at 6:12pm. 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 2018-86 Meeting Schedule for 2019 Public Works Committee – October 16, 2018 Majority Approval Please see attached. Lisa Pickering Administration Name Department Summary Proposed 2019 meeting schedule for the Public Works Committee. Meeting Schedule for 2019 For 2019, if the Public Works Committee would like to continue meeting the third Tuesday of the month at 6:00 p.m., the tentative meeting dates would be as follows:  January 15, 2019  February 19, 2019  March 19, 2019  April 16, 2019  May 21, 2019  June 18, 2019  July 16, 2019  August 20, 2019  September 17, 2019  October 15, 2019  November 19, 2019  December 17, 2019 Recommendation Staff recommends review of the proposed meeting dates and time so that a meeting schedule can be finalized for 2019. Memorandum To: Public Works Committee From: Lisa Pickering, Deputy Clerk CC: Bart Olson, City Administrator Date: October 11, 2018 Subject: Public Works Committee Meeting Schedule for 2019 Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 12345 1 2 1 2 6 7 8 9 10 11 12 3 4567893456789 13 14 15 16 17 18 19 10 11 12 13 14 15 16 10 11 12 13 14 15 16 20 21 22 23 24 25 26 17 18 19 20 21 22 23 17 18 19 20 21 22 23 27 28 29 30 31 24 25 26 27 28 24 25 26 27 28 29 30 31 Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 123456 12341 7 8 9 10 11 12 13 5 67891011 2 345678 14 15 16 17 18 19 20 12 13 14 15 16 17 18 9 10 11 12 13 14 15 21 22 23 24 25 26 27 19 20 21 22 23 24 25 16 17 18 19 20 21 22 28 29 30 26 27 28 29 30 31 23 24 25 26 27 28 29 30 Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 123456 1231234567 7 8 9 10 11 12 13 4 5678910 8 9 1011121314 14 15 16 17 18 19 20 11 12 13 14 15 16 17 15 16 17 18 19 20 21 21 22 23 24 25 26 27 18 19 20 21 22 23 24 22 23 24 25 26 27 28 28 29 30 31 25 26 27 28 29 30 31 29 30 Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 12345 1 21234567 6 7 8 9 10 11 12 3 45678989 1011121314 13 14 15 16 17 18 19 10 11 12 13 14 15 16 15 16 17 18 19 20 21 20 21 22 23 24 25 26 17 18 19 20 21 22 23 22 23 24 25 26 27 28 27 28 29 30 31 24 25 26 27 28 29 30 29 30 31 September October November December January February March April May June July August 2019 Printable Yearly Calendar © 2013 Vertex42.com. Free to Print. http://www.vertex42.com/calendars/printable-calendars.html Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #2 Tracking Number PW 2018-87 Capital Project Update Public Works Committee – October 16, 2018 None Status Update Brad Sanderson Engineering Name Department The purpose of this memo is to update the Public Works Committee as to the status of the several projects. A summary on the status of the projects is provided below: Construction Projects Whispering Meadows – Completion of Improvements The project is substantially complete. The contractor is working on the remaining punchlist items. Fountain Village – Completion of Improvements The project is substantially complete. 2018 Sanitary Sewer Lining Program This project is substantially complete. Rt 71 Water main and Sanitary Sewer Relocation IDOT has let the project. Work will begin in the Spring. Fox Highlands Water Main Improvements All water main has been installed. Contractor is working on completing the remaining items. Well No. 3 Abandonment This project is substantially complete. Planning/Design Projects Pavillion Road Streambank Stabilization Permits have been received. Public works will be investigating ways to reduce costs over the winter. Cooperation with adjacent land owners is required. East Orange Street Water Main Improvements Final design is approximately 80% complete. Permits are applied for. Construction is planned in FY20. Mill Road Reconstruction Final design is approximately 50% complete. Preliminary submittals are expected to be made to BNSF and the private utility companies by 10/15. 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: October 8, 2018 Subject: Capital Improvement Projects Update 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 #3 Tracking Number PW 2018-88 Bond/LOC Reduction Summary – September 30, 2018 Public Works Committee – October 16, 2018 Informational Informational Brad Sanderson Engineering Name Department Please see the attached reduction summary through September 30, 2018. If you have any questions, please let me 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: October 4, 2018 Subject: 2018 Bond/LOC Reduction Summary – To Date 30-Sep-18 2018 Bond and Letter of Credit Reduction Report Date Development/Project Engineer Concurrence City Administrator Concurrence Mayor Concurrence Reduction Final Release Reduction Value Remaining Balance 2/27/2018 Bristol Bay Unit 3 X X X $284,638.81 $0.00 2/27/2018 Caledonia X X X $497,615.58 $60,000.00 3/27/2018 GC Housing X X X $200,022.65 $8,845.35 7/24/2018 Heartland Meadows X X X $1,110,534.25 $398,465.75 7/24/2018 Caledonia X X X $60,000.00 $0.00 7/24/2018 Casey's X X X $151,134.20 $7,603.80 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 #4 Tracking Number PW 2018-89 2018 Sanitary Sewer Lining Program Public Works Committee – October 16, 2018 Majority Consideration of Approval Consideration of Change Order No. 2 Brad Sanderson Engineering Name Department The purpose of this memo is to present Change Order No. 2 for the above referenced project. A Change Order, as defined by in the General Conditions of the Contract Documents, is a written order to the Contractor authorizing an addition, deletion or revision in the work within the general scope of the Contract Documents, or authorizing an adjustment in the Contract Price or Contract Time. Background: The United City of Yorkville and Innovative Underground, LLC entered into an agreement for a contract value of $102,804.00 for the above referenced project. The value was adjusted via Change Order No. 1 to $120,116.50. Questions Presented: Should the City approve Change Order No. 2 which would decrease the contract amount by $9,733.00. Discussion: Changes are per as-built quantities measured in the field. Please see the attached summary spreadsheet. We are recommending approval of the change order. Action Required: Consideration of approval of Change Order No. 2 in the amount of $9,733.00. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Erin Willrett, Assistant City Administrator Krysti Barksdale-Noble, Community Dev. Dir. Lisa Pickering, Deputy City Clerk Date: September 19, 2018 Subject: 2018 Sanitary Sewer Lining CHANGE ORDER NO. 2 (BALANCE) 2018 SANITARY SEWER LINING UNITED CITY OF YORKVILLE QUANTITY COST QUANTITY COST 1 FOOT 3,768 25.00$ 0 -$ 459 11,475.00$ 2 FOOT 179 26.00$ 167 4,342.00$ 0 -$ 3 EACH 4 25.00$ 0 -$ 0 -$ 4 EACH 10 25.00$ 0 -$ 10 250.00$ 5 FOOT 20 55.00$ 0 -$ 20 1,100.00$ 6 LSUM 1 1,250.00$ 0 -$ 1 1,250.00$ 7 LSUM 1 1,250.00$ 0 -$ 0 -$ $4,342.00 ($14,075.00) 102,804.00$ 120,116.50$ ($9,733.00) 110,383.50$ AMOUNT OF CURRENT CHANGE ORDER: NEW CONTRACT PRICE: RAILROAD PROTECTIVE LIABILITY INSURANCE TOTAL ADDITIONS = TOTAL DEDUCTIONS = ORIGINAL CONTRACT PRICE: PROTRUDING TAP REMOVAL GROUT JOINTS CURRENT CONTRACT PRICE ADJUSTED BY PREVIOUS CHANGE ORDERS: HEAVY ROOT CLEANING RAILROAD FLAGGER DEDUCTIONSITEMS CURED-IN-PLACE PIPE LINING, 8" CURED-IN-PLACE PIPE LINING, 10" ITEM NO.UNIT CONTRACT QUANTITY UNIT PRICE ADDITIONS CHANGE ORDER Order No. 2 (Balancing) Date: September 18, 2018 Agreement Date: NAME OF PROJECT: 2018 Sanitary Sewer Lining OWNER: United City of Yorkville CONTRACTOR: Innovative Underground, LLC The following changes are hereby made to the CONTRACT DOCUMENTS: 1. SEE ATTACHED Change of CONTRACT PRICE: Original CONTRACT PRICE: $102,804.00 Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S): $120,116.50 The CONTRACT PRICE due to this CHANGE ORDER will be (increased) (decreased) by: $ 9,733.00 The new CONTRACT PRICE including this CHANGE ORDER will be: $110,383.50 Change to CONTRACT TIME: The CONTRACT TIME will be (increased) (decreased) by 0 calendar days. The date for completion of all work will be November 30, 2018 Justification 1-7) Changes per as-built quantities measured in the field. Approvals Required Requested by: Innovative Underground, LLC Recommended by: Engineering Enterprises, Inc. Accepted by: United City of Yorkville Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #5 Tracking Number PW 2018-90 Yorkville Christian School – Grant of Easement Public Works Committee – October 16, 2018 Majority Consideration of Acceptance Consideration of Easement Acceptance Brad Sanderson Engineering Name Department A grant of easement for public utility and drainage purposes and ingress/egress is needed for the development. The easements are necessary as part of the development. A draft of the easement is attached. We recommend acceptance of the proposed easement. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Kathy Field-Orr, City Attorney Lisa Pickering, Deputy City Clerk Date: September 18, 2018 Subject: Yorkville Christian School – Grant of Easement Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #6 Tracking Number PW 2018-91 Cedarhurst – Grant of Easement Public Works Committee – October 16, 2018 Majority Consideration of Acceptance Consideration of Easement Acceptance Brad Sanderson Engineering Name Department A grant of easement for public utility and drainage purposes is needed for the Cedarhurst development. The easement will encompass a fire hydrant and water main that will be maintained by the City. A draft of the easement is attached. We recommend acceptance of the proposed easement. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Kathy Field-Orr, City Attorney Lisa Pickering, Deputy City Clerk Date: September 18, 2018 Subject: Cedarhurst – Grant of Easement LOT 13U.S. ROUTE 34 (VETERANS PARKWAY)LOT 9CA N N O N B A L L T R A I L OAK KNOLLS SUBDIVISIONDOC. 141937LOT 1CEDARHURST OF YORKVILLE P.U.D. SUBDIVISIONREC. 02/13/2018DOC. 201800002017Illinois Professional Design Firm # 184-001322 651 Prairie Pointe Drive, Suite 201, Yorkville, Illinois 60560 t. 630.553.7560 f. 630.553.7646 www.hrgreen.com1 OF 1UNSUBDIVIDEDPIN: 02-29-100-008 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 2018-92 Grande Reserve – Grant of Easement Public Works Committee – October 16, 2018 Majority Consideration of Acceptance Consideration of Easement Acceptance Brad Sanderson Engineering Name Department A grant of easement for pedestrian and bike trail purposes is needed for the connection of two existing bike trails. The current provisions for area do not allow for this. A draft of the easement is attached. We recommend acceptance of the proposed easement. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Kathy Field-Orr, City Attorney Lisa Pickering, Deputy City Clerk Date: September 18, 2018 Subject: Grande Reserve – Grant of Easement 9/19/2018 Yorkville - Google Maps https://www.google.com/maps/place/Yorkville,+IL/@41.6953857,-88.3963684,239m/data=!3m1!1e3!4m5!3m4!1s0x880eea4e4c92e9e5:0xe5738afb676f983!8m2!3d41.6411409!4d-88.4472948 1/1 Imagery ©2018 Google, Map data ©2018 Google 50 ft Yorkville 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 #8 Tracking Number PW 2018-93 Prestwick/Highlands at Ashley Pointe Subdivision – Proposed Dormant SSA Public Works Committee – October 16, 2018 Majority Approval Ordinance for a dormant Special Service Area for the Prestwick Subdivision. Krysti Barksdale-Noble, AICP Community Development Name Department Project Summary In September 2018, the City Council approved an estoppel letter for K. Hovnanian Homes clarifying the development obligations for Unit 1 of the Prestwick Subdivision (a.k.a. The Highlands at Ashley Pointe) which should clear the way for future home construction in the stalled subdivision. As part of that recently approved ordinance, the Successor Owners have agreed to the establishment of a dormant, or back-up, Special Service Area (SSA) should the homeowner’s association, which has primary responsibility for the common areas, dissolves or fails to adequately maintain them. The SSA would serve as long term funding source for the maintenance of the various common areas and storm water facilities, and only affects those property owners directly benefiting from such maintenance. A copy of the draft enabling ordinance for the establishment of the Special Service Area is attached for your review. Also in this regard, the property owner is required to grant a separate Plat of Easement for perpetual access to the storm water basin should future maintenance by the City be required. A copy of the draft easement will be presented to the City Council as part of the public hearing process. Proposed Dormant Special Service Area As mentioned above, the attached draft ordinance for dormant Special Service Area (SSA) prepared by the City Attorney establishes a backup mechanism for payment for future and continued maintenance and repair of the common area lots that include drainage easement areas, storm water facilities, entry features (signage), perimeter landscaping features and a landscape easement area of the Prestwick/Ashley Pointe Subdivision in the event the homeowner’s association fails to do so over the common area of Lots #357, #358, #359, #360, #361, #362 and #363, as illustrated on the attached map. The SSA will be used to cover the mowing and maintenance of the landscaped areas, entry signage and shall cover storm water facility costs related to (1) the maintenance and care of open spaces, trails, and wetlands including planting, landscaping, removal of debris, and cleanup; ( 2) the cleaning and dredging of storm water detention and retention ponds and basins, drainage swales and ditches; (3) the maintenance and care, including erosion control of the property surrounding such detention and retention ponds and basins, drainage swales and ditches; (4) the maintenance, repair and replacement of storm sewers, drain tile, pipes and other conduit, and appurtenant structures; and (5) the administrative costs incurred by the City in connection with the above (collectively the “Services”) within the Special Service Area in the event the Owners and/or a homeowners association for the Subject Territory have failed to satisfactorily undertake the aforesaid ongoing maintenance, repair and reconstruction in compliance with the ordinances of the City and the Yorkville City Code. Memorandum To: Public Works Committee From: Krysti Barksdale-Noble, Community Dev. Dir. CC: Bart Olson, City Administrator Eric Dhuse, Director of Public Works Brad Sanderson, EEI Date: September 13, 2018 Subject: Prestwick/Ashley Pointe Subdivision – Back-up SSA Creation Proposed Dormant SSA The establishment of a dormant or back-up Special Service Area was anticipated as part of the original annexation agreement approved in 2005 and noted in Article XVI, Sections 16.1 and 16.2 of the attached original Declaration of Covenants, Conditions, Restrictions and Easements for the Highlands at Ashley Pointe Subdivision recorded as Document #200700014390. Should the homeowner’s association fail to maintain these common areas and storm water facilities, the individual owners of lots within the Prestwick Subdivision will be levied a tax not to exceed $1.10 for every $100.00 of equalized assessed value of the property to be collected via real estate taxes. Staff Comments/Recommendation Staff is seeking direction and authorization to schedule the public hearing date for the Special Service Area. Below is the tentative meeting schedule for the proposed dormant SSA approval: Prestwick SSA Timetable Prestwick Unit 1 - Backup SSA Ordinance Proposing SSA (Sets the public hearing date) Public Works October 16, 2018 Ordinance Proposing SSA City Council October 23, 2018 Public Hearing Notice - published on October 25, 2018 Notice by publication shall be at least once not less than 15 days prior to the hearing. Individual notices to existing property owners via certified mail will also be sent. Public Hearing (After the public hearing, 60 day waiting period before we can approve SSA) City Council November 13, 2018 60 Day Waiting Period for Objections Ordinance Establishing SSA City Council January 22, 2019 If direction given is to move forward with the City Council public hearing for November 13, 2018, we anticipate having a notice in the October 25th edition of the Beacon Newspaper and individual notices via certified mail will go out the property owners with the Prestwick/ Highlands at Ashley Pointe Subdivision that day as well. By State law, final consideration of the ordinance establishing the dormant Special Service Area must occur no sooner than 60 days after the public hearing. Staff tentatively scheduled the January 22, 2019 City Council meeting for the formal vote. ()-()-( )- ( )- ( )- ( ) -()-()- ()- ()- ()- ()- ()-()-()-()-()-()-(-Whitekirk Ln P r e st w ic k L n Aberdeen CtShet l and Ct Montrose Ct Dunbar CtS c h o olh o u s e R d Gleneagles Ln Shetland LnIllinois Ro ute #126 Callander TrlPenman RdWren RdAshley RdEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 DORMANT SSA 2019-1 www.eeiweb.com DATE DATE: PROJECT NO.: FILE: PATH: BY: OCTOBER 2018 YO1216 YO1216_Prestwick SSA Unit 1.MXD H:\GIS\PUBLIC\YORKVILLE\2012\ MJT NO.REVISIONS ³United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 630-553-4350www.yorkville.il.us PRESTWICK OF YORKVILLE UNIT 1 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS Legend SSA 2019-1 Common Areas LOT 357 LOT 358 LOT 359 LOT 361 LOT 362 LOT 360 LOT 363 Ordinance No. 2018-___ Page 1 Ordinance No. 2018-___ AN ORDINANCE PROPOSING THE ESTABLISHMENT OF SPECIAL SERVICE AREA NUMBER 2019-1 IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS AND PROVIDING FOR OTHER PROCEDURES IN CONNECTION THEREWITH (Prestwick aka The Highlands at Ashley Pointe) BE IT ORDAINED, by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: Authority. The United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non home-rule municipality authorized pursuant to Article VII, Section 7(6) of the Constitution of the State of Illinois, and pursuant to the provisions of the Illinois Special Service Area Tax Law, 35 ILCS 200/27-5 et seq. (the “Tax Law”), to levy taxes in order to pay for the provision of special services to areas within the boundaries of the City. Section 2: Findings. The Mayor and City Council of the City finds as follows: A. That certain owners of record (the “Owners”) of the real property legally described in Exhibit A, attached hereto and made a part hereof (the “Subject Territory”), have developed property and/or presented plans for a residential development of the Subject Territory and there must be a backup mechanism for payment of any and all costs of continued maintenance, repair and reconstruction of all common areas within the Subject Territory, including, but not limited to, roads, sidewalks, lighting, landscaping, open spaces, trails, and storm water systems located within and serving the Subject Territory, all as hereinafter described; and, B. That it is in the public interest that the Mayor and City Council of the City consider the creation of a special service area for the Subject Territory; and, C. That the proposed special service area is compact and contiguous; and, D. The municipal services to be provided in the event the special service area is established are in addition to the municipal service provided to the City as a whole and the proposed special service area will benefit from the special municipal services to be provided. Section 3: Proposal. The City agrees to proceed to consider the establishment of a special service area for the Subject Territory as Special Service Area 2019-1 for the purpose of payment of the costs of the maintenance of all common areas within the Subject Territory, including, but not limited to, entry signage, sidewalks, lighting, landscaping, open spaces, trails, and storm water systems, in the event that the Owners and/or a homeowners association for the Subject Territory have failed to do so, including (1) the maintenance and care of open spaces, trails, and wetlands including planting, landscaping, removal of debris, and cleanup; ( 2) the cleaning and dredging of storm water detention and retention ponds and basins, drainage swales and ditches; (3) the maintenance and care, including erosion control of the property surrounding such detention and retention ponds and basins, drainage swales and ditches; (4) the maintenance, repair and replacement of storm sewers, drain tile, pipes and other conduit, and appurtenant Ordinance No. 2018-___ Page 2 structures; and (5) the administrative costs incurred by the City in connection with the above (collectively the “Services”) within the Special Service Area in the event the Owners and/or a homeowners association for the Subject Territory have failed to satisfactorily undertake the aforesaid ongoing maintenance, repair and reconstruction in compliance with the ordinances of the City and the Yorkville City Code. Section 4: Public Hearing. A public hearing shall be held on November 13, 2018 at 7:00 p.m. at the City municipal building at 800 Game Farm Road, Yorkville, Illinois, to consider the creation of the United City of Yorkville Special Service Area Number 2019-1 in the Subject Territory. At the hearing, the following method of payment of the special City services to be provided within the proposed special service area will be considered: the levy of a tax by the City on each parcel of property in the proposed special service area, sufficient to produce revenues to provide special municipal services to the proposed special service area; the proposed rate of taxes for the initial year shall not exceed $1.10 for every $100.00 of equalized assessed value and the maximum rate of such taxes to be extended in any year within the proposed special service area shall not exceed $ 1.10 for every $100.00 of equalized assessed value. Section 5: Notice of Public Hearing. Notice of hearing shall be published at least once not less than fifteen (15) days prior to the public hearing specified in Section 5 above, in a newspaper of general circulation in the City. In addition, notice shall be given by depositing the notice in the United States mail addressed to the person or persons in whose name the general taxes for the last preceding year were paid on each lot, block, tract or parcel of land lying within the proposed special service area. This notice shall be mailed not less than ten (10) days prior to the time set for the public hearing. In the event taxes for the last preceding year were not paid, the notice shall be sent to the person last listed on the tax rolls prior to that year as the taxpayer of record. The notice shall be in substantially the form set forth in Exhibit B attached hereto and made a part of this Ordinance. Section 6: Effective Date. This Ordinance shall be in full force and effect from and after its passage and approval in the manner provided by law. Ordinance No. 2018-___ Page 3 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 ________ JASON PETERSON ________ Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this ______ day of ____________________, 2018. ______________________________ MAYOR EXHIBIT A LEGAL DESCRIPTION AND PROPERTY INDEX NUMBERS LOTS 1 THROUGH 108, INCLUSIVE; LOTS 357 THROUGH 363, INCLUSIVE; IN PRESTWICK OF YORKVILLE UNIT 1, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 31, 2006 AS DOCUMENT 200600035287, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. APPLICABLE PROPERTY IDENTIFICATION NUMBERS (PINs) and COMMON ADDRESSES: 1 05-03-452-002 1902 Wren Rd, Yorkville, Illinois 60560 2 05-03-452-003 1912 Wren Rd, Yorkville, Illinois 60560 3 05-03-452-004 1922 Wren Rd, Yorkville, Illinois 60560 4 05-10-202-002 1932 Wren Rd, Yorkville, Illinois 60560 5 05-10-202-003 1942 Wren Rd, Yorkville, Illinois 60560 6 05-10-202-004 1952 Wren Rd, Yorkville, Illinois 60560 7 05-10-202-005 1962 Wren Rd, Yorkville, Illinois 60560 8 05-10-202-006 1972 Wren Rd, Yorkville, Illinois 60560 9 05-10-202-007 1503 Montrose Ct, Yorkville, Illinois 60560 10 05-10-202-008 1523 Montrose Ct, Yorkville, Illinois 60560 11 05-10-202-009 1543 Montrose Ct, Yorkville, Illinois 60560 12 05-10-202-010 1563 Montrose Ct, Yorkville, Illinois 60560 13 05-03-451-001 1901 Wren Rd, Yorkville, Illinois 60560 14 05-03-451-002 1911 Wren Rd, Yorkville, Illinois 60560 15 05-03-451-003 1921 Wren Rd, Yorkville, Illinois 60560 16 05-10-201-001 1931 Wren Rd, Yorkville, Illinois 60560 17 05-10-201-002 1941 Wren Rd, Yorkville, Illinois 60560 18 05-10-201-003 1951 Wren Rd, Yorkville, Illinois 60560 19 05-10-201-004 1961 Wren Rd, Yorkville, Illinois 60560 20 05-10-201-005 1971 Wren Rd, Yorkville, Illinois 60560 21 05-10-201-006 1981 Wren Rd, Yorkville, Illinois 60560 22 05-10-201-007 1991 Wren Rd, Yorkville, Illinois 60560 23 05-10-201-008 2001 Wren Rd, Yorkville, Illinois 60560 24 05-10-201-009 2011 Wren Rd, Yorkville, Illinois 60560 25 05-10-201-010 2021 Wren Rd, Yorkville, Illinois 60560 26 05-10-201-011 2031 Wren Rd, Yorkville, Illinois 60560 27 05-10-201-012 2041 Wren Rd, Yorkville, Illinois 60560 28 05-10-201-013 2051 Wren Rd, Yorkville, Illinois 60560 29 05-10-201-014 2061 Wren Rd, Yorkville, Illinois 60560 30 05-10-202-015 2052 Wren Rd, Yorkville, Illinois 60560 31 05-10-202-014 2036 Wren Rd, Yorkville, Illinois 60560 32 05-10-202-013 2020 Wren Rd, Yorkville, Illinois 60560 33 05-10-202-012 2002 Wren Rd or 1504 Montrose Ct, Yorkville, Illinois 60560 34 05-10-202-011 1555 Montrose Ct, Yorkville, Illinois 60560 35 05-10-203-008 2005 Shetland Ct, Yorkville, Illinois 60560 36 05-10-203-007 2009 Shetland Ct, Yorkville, Illinois 60560 37 05-10-203-006 1647 Shetland Ln, Yorkville, Illinois 60560 38 05-10-203-005 1637 Shetland Ln, Yorkville, Illinois 60560 Exhibit A – Page 2 39 05-10-203-004 1627 Shetland Ln, Yorkville, Illinois 60560 40 05-10-203-003 1611 Shetland Ln, Yorkville, Illinois 60560 41 05-10-203-002 1607 Shetland Ln, Yorkville, Illinois 60560 42 05-10-204-001 1604 Shetland Ln, Yorkville, Illinois 60560 43 05-10-204-002 1610 Shetland Ln, Yorkville, Illinois 60560 44 05-10-204-003 1624 Shetland Ln, Yorkville, Illinois 60560 45 05-10-204-004 1634 Shetland Ln, Yorkville, Illinois 60560 46 05-10-204-005 1644 Shetland Ln, Yorkville, Illinois 60560 47 05-10-204-006 1654 Shetland Ln or 2021 Gleneagles Ln, Yorkville, Illinois 60560 48 05-10-204-007 2032 Whitekirk Ln or 2027 Gleneagles Ln, Yorkville, Illinois 60560 49 05-10-204-008 2028 Whitekirk Ln, Yorkville, Illinois 60560 50 05-10-204-009 2024 Whitekirk Ln, Yorkville, Illinois 60560 51 05-10-204-010 2020 Whitekirk Ln, Yorkville, Illinois 60560 52 05-10-204-011 2010 Whitekirk Ln, Yorkville, Illinois 60560 53 05-10-204-012 2004 Whitekirk Ln, Yorkville, Illinois 60560 54 05-10-253-001 1702 Callander Trl, Yorkville, Illinois 60560 55 05-10-253-002 1712 Callander Trl, Yorkville, Illinois 60560 56 05-10-253-003 1722 Callander Trl, Yorkville, Illinois 60560 57 05-10-253-004 1726 Callander Trl, Yorkville, Illinois 60560 58 05-10-253-005 1732 Callander Trl, Yorkville, Illinois 60560 59 05-10-253-006 1736 Callander Trl, Yorkville, Illinois 60560 60 05-10-277-002 1742 Callander Trl, Yorkville, Illinois 60560 61 05-10-277-003 1746 Callander Trl, Yorkville, Illinois 60560 62 05-10-277-004 1752 Callander Trl, Yorkville, Illinois 60560 63 05-10-277-005 1756 Callander Trl, Yorkville, Illinois 60560 64 05-10-277-006 1762 Callander Trl, Yorkville, Illinois 60560 65 05-10-277-007 1776 Callander Trl, Yorkville, Illinois 60560 66 05-10-277-008 1782 Callander Trl or 2081 Whitekirk Ln, Yorkville, Illinois 60560 67 05-10-276-004 1771 Callander Trl or 2071 Whitekirk Ln, Yorkville, Illinois 60560 68 05-10-276-005 1765 Callander Trl, Yorkville, Illinois 60560 69 05-10-276-006 1751 Callander Trl, Yorkville, Illinois 60560 70 05-10-276-007 1735 Callander Trl, Yorkville, Illinois 60560 71 05-10-276-008 1731 Callander Trl, Yorkville, Illinois 60560 72 05-10-252-005 1725 Callander Trl, Yorkville, Illinois 60560 73 05-10-252-004 1721 Callander Trl, Yorkville, Illinois 60560 74 05-10-252-003 1709 Callander Trl or 2021 Whitekirk Ln, Yorkville, Illinois 60560 75 05-10-252-002 2033 Whitekirk Ln, Yorkville, Illinois 60560 76 05-10-252-001 2045 Whitekirk Ln, Yorkville, Illinois 60560 77 05-10-276-001 2051 Whitekirk Ln, Yorkville, Illinois 60560 78 05-10-276-002 2057 Whitekirk Ln, Yorkville, Illinois 60560 79 05-10-276-003 2061 Whitekirk Ln, Yorkville, Illinois 60560 80 05-10-203-009 2002 Shetland Ct, Yorkville, Illinois 60560 81 05-10-203-010 2004 Shetland Ct, Yorkville, Illinois 60560 82 05-10-203-011 2006 Shetland Ct, Yorkville, Illinois 60560 83 05-10-203-012 2010 Shetland Ct, Yorkville, Illinois 60560 84 05-10-203-013 2012 Gleneagles Ln, Yorkville, Illinois 60560 85 05-10-203-014 2022 Gleneagles Ln, Yorkville, Illinois 60560 86 05-10-203-015 2026 Gleneagles Ln, Yorkville, Illinois 60560 87 05-10-203-016 2034 Gleneagles Ln, Yorkville, Illinois 60560 88 05-10-203-017 2042 Whitekirk Ln, Yorkville, Illinois 60560 89 05-10-226-002 2048 Whitekirk Ln, Yorkville, Illinois 60560 Exhibit A – Page 3 90 05-10-226-003 2052 Whitekirk Ln or 2079 Dunbar Ct, Yorkville, Illinois 60560 91 05-10-226-004 2075 Dunbar Ct, Yorkville, Illinois 60560 92 05-10-226-005 2065 Dunbar Ct, Yorkville, Illinois 60560 93 05-10-226-006 2055 Dunbar Ct, Yorkville, Illinois 60560 94 05-10-226-007 2056 Dunbar Ct, Yorkville, Illinois 60560 95 05-10-226-008 2066 Dunbar Ct, Yorkville, Illinois 60560 96 05-10-226-009 2076 Dunbar Ct or 2068 Whitekirk Ln, Yorkville, Illinois 60560 97 05-10-226-010 2072 Whitekirk Ln, Yorkville, Illinois 60560 98 05-10-226-011 2078 Whitekirk Ln, Yorkville Illinois 60560 99 05-10-226-012 2082 Whitekirk Ln or 2087 Aberdeen Ct, Yorkville, Illinois 60560 100 05-10-226-013 2077 Aberdeen Ct, Yorkville, Illinois 60560 101 05-10-226-014 2067 Aberdeen Ct, Yorkville, Illinois 60560 102 05-10-226-015 2068 Aberdeen Ct, Yorkville, Illinois 60560 103 05-10-226-016 2078 Aberdeen Ct, Yorkville, Illinois 60560 104 05-10-226-017 2088 Aberdeen Ct or 2102 Whitekirk Ln, Yorkville, Illinois 60560 105 05-10-226-018 2112 Whitekirk Ln, Yorkville, Illinois 60560 106 05-10-226-019 2122 Whitekirk Ln, Yorkville, Illinois 60560 107 05-10-226-020 2142 Whitekirk Ln, Yorkville, Illinois 60560 108 05-10-226-021 2162 Whitekirk Ln, Yorkville, Illinois 60560 357 05-10-226-023 1955 St. Andrews Drive, Yorkville, Illinois 60560 358 05-10-277-001 2131 Whitekirk Ln, Yorkville, Illinois 60560 359 05-10-251-001 2121 Prestwick Ln, Yorkville, Illinois 60560 360 05-10-204-013 1602 Shetland Ln, Yorkville, Illinois 60560 361 05-10-203-001 1601 Shetland Ln, Yorkville, Illinois 60560 362 05-10-202-001 2072 Wren Rd, Yorkville, Illinois 60560 363 05-10-201-015 2071 Wren Rd, Yorkville, Illinois 60560 EXHIBIT B Notice of Hearing United City of Yorkville, Illinois Special Service Area Number 2019-1 Notice is Hereby Given that on November 13, 2018, at 7:00 p.m. in the City Hall building at 800 Game Farm Road, Yorkville, Illinois, a hearing will be held by the United City of Yorkville (the “City”) to consider forming a special service area to be called “Special Service Area 2019-1,” consisting of the following real property legally described as follows: LOTS 1 THROUGH 108, INCLUSIVE; LOTS 357 THROUGH 363, INCLUSIVE; IN PRESTWICK OF YORKVILLE UNIT 1, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 31, 2006 AS DOCUMENT 200600035287, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. APPLICABLE PROPERTY IDENTIFICATION NUMBERS (PINs) and COMMON ADDRESSES: 1 05-03-452-002 1902 Wren Rd, Yorkville, Illinois 60560 2 05-03-452-003 1912 Wren Rd, Yorkville, Illinois 60560 3 05-03-452-004 1922 Wren Rd, Yorkville, Illinois 60560 4 05-10-202-002 1932 Wren Rd, Yorkville, Illinois 60560 5 05-10-202-003 1942 Wren Rd, Yorkville, Illinois 60560 6 05-10-202-004 1952 Wren Rd, Yorkville, Illinois 60560 7 05-10-202-005 1962 Wren Rd, Yorkville, Illinois 60560 8 05-10-202-006 1972 Wren Rd, Yorkville, Illinois 60560 9 05-10-202-007 1503 Montrose Ct, Yorkville, Illinois 60560 10 05-10-202-008 1523 Montrose Ct, Yorkville, Illinois 60560 11 05-10-202-009 1543 Montrose Ct, Yorkville, Illinois 60560 12 05-10-202-010 1563 Montrose Ct, Yorkville, Illinois 60560 13 05-03-451-001 1901 Wren Rd, Yorkville, Illinois 60560 14 05-03-451-002 1911 Wren Rd, Yorkville, Illinois 60560 15 05-03-451-003 1921 Wren Rd, Yorkville, Illinois 60560 16 05-10-201-001 1931 Wren Rd, Yorkville, Illinois 60560 17 05-10-201-002 1941 Wren Rd, Yorkville, Illinois 60560 18 05-10-201-003 1951 Wren Rd, Yorkville, Illinois 60560 19 05-10-201-004 1961 Wren Rd, Yorkville, Illinois 60560 20 05-10-201-005 1971 Wren Rd, Yorkville, Illinois 60560 21 05-10-201-006 1981 Wren Rd, Yorkville, Illinois 60560 22 05-10-201-007 1991 Wren Rd, Yorkville, Illinois 60560 23 05-10-201-008 2001 Wren Rd, Yorkville, Illinois 60560 24 05-10-201-009 2011 Wren Rd, Yorkville, Illinois 60560 25 05-10-201-010 2021 Wren Rd, Yorkville, Illinois 60560 26 05-10-201-011 2031 Wren Rd, Yorkville, Illinois 60560 27 05-10-201-012 2041 Wren Rd, Yorkville, Illinois 60560 28 05-10-201-013 2051 Wren Rd, Yorkville, Illinois 60560 29 05-10-201-014 2061 Wren Rd, Yorkville, Illinois 60560 Exhibit B – Page 2 30 05-10-202-015 2052 Wren Rd, Yorkville, Illinois 60560 31 05-10-202-014 2036 Wren Rd, Yorkville, Illinois 60560 32 05-10-202-013 2020 Wren Rd, Yorkville, Illinois 60560 33 05-10-202-012 2002 Wren Rd or 1504 Montrose Ct, Yorkville, Illinois 60560 34 05-10-202-011 1555 Montrose Ct, Yorkville, Illinois 60560 35 05-10-203-008 2005 Shetland Ct, Yorkville, Illinois 60560 36 05-10-203-007 2009 Shetland Ct, Yorkville, Illinois 60560 37 05-10-203-006 1647 Shetland Ln, Yorkville, Illinois 60560 38 05-10-203-005 1637 Shetland Ln, Yorkville, Illinois 60560 39 05-10-203-004 1627 Shetland Ln, Yorkville, Illinois 60560 40 05-10-203-003 1611 Shetland Ln, Yorkville, Illinois 60560 41 05-10-203-002 1607 Shetland Ln, Yorkville, Illinois 60560 42 05-10-204-001 1604 Shetland Ln, Yorkville, Illinois 60560 43 05-10-204-002 1610 Shetland Ln, Yorkville, Illinois 60560 44 05-10-204-003 1624 Shetland Ln, Yorkville, Illinois 60560 45 05-10-204-004 1634 Shetland Ln, Yorkville, Illinois 60560 46 05-10-204-005 1644 Shetland Ln, Yorkville, Illinois 60560 47 05-10-204-006 1654 Shetland Ln or 2021 Gleneagles Ln, Yorkville, Illinois 60560 48 05-10-204-007 2032 Whitekirk Ln or 2027 Gleneagles Ln, Yorkville, Illinois 60560 49 05-10-204-008 2028 Whitekirk Ln, Yorkville, Illinois 60560 50 05-10-204-009 2024 Whitekirk Ln, Yorkville, Illinois 60560 51 05-10-204-010 2020 Whitekirk Ln, Yorkville, Illinois 60560 52 05-10-204-011 2010 Whitekirk Ln, Yorkville, Illinois 60560 53 05-10-204-012 2004 Whitekirk Ln, Yorkville, Illinois 60560 54 05-10-253-001 1702 Callander Trl, Yorkville, Illinois 60560 55 05-10-253-002 1712 Callander Trl, Yorkville, Illinois 60560 56 05-10-253-003 1722 Callander Trl, Yorkville, Illinois 60560 57 05-10-253-004 1726 Callander Trl, Yorkville, Illinois 60560 58 05-10-253-005 1732 Callander Trl, Yorkville, Illinois 60560 59 05-10-253-006 1736 Callander Trl, Yorkville, Illinois 60560 60 05-10-277-002 1742 Callander Trl, Yorkville, Illinois 60560 61 05-10-277-003 1746 Callander Trl, Yorkville, Illinois 60560 62 05-10-277-004 1752 Callander Trl, Yorkville, Illinois 60560 63 05-10-277-005 1756 Callander Trl, Yorkville, Illinois 60560 64 05-10-277-006 1762 Callander Trl, Yorkville, Illinois 60560 65 05-10-277-007 1776 Callander Trl, Yorkville, Illinois 60560 66 05-10-277-008 1782 Callander Trl or 2081 Whitekirk Ln, Yorkville, Illinois 60560 67 05-10-276-004 1771 Callander Trl or 2071 Whitekirk Ln, Yorkville, Illinois 60560 68 05-10-276-005 1765 Callander Trl, Yorkville, Illinois 60560 69 05-10-276-006 1751 Callander Trl, Yorkville, Illinois 60560 70 05-10-276-007 1735 Callander Trl, Yorkville, Illinois 60560 71 05-10-276-008 1731 Callander Trl, Yorkville, Illinois 60560 72 05-10-252-005 1725 Callander Trl, Yorkville, Illinois 60560 73 05-10-252-004 1721 Callander Trl, Yorkville, Illinois 60560 74 05-10-252-003 1709 Callander Trl or 2021 Whitekirk Ln, Yorkville, Illinois 60560 75 05-10-252-002 2033 Whitekirk Ln, Yorkville, Illinois 60560 76 05-10-252-001 2045 Whitekirk Ln, Yorkville, Illinois 60560 77 05-10-276-001 2051 Whitekirk Ln, Yorkville, Illinois 60560 78 05-10-276-002 2057 Whitekirk Ln, Yorkville, Illinois 60560 79 05-10-276-003 2061 Whitekirk Ln, Yorkville, Illinois 60560 80 05-10-203-009 2002 Shetland Ct, Yorkville, Illinois 60560 Exhibit B – Page 3 81 05-10-203-010 2004 Shetland Ct, Yorkville, Illinois 60560 82 05-10-203-011 2006 Shetland Ct, Yorkville, Illinois 60560 83 05-10-203-012 2010 Shetland Ct, Yorkville, Illinois 60560 84 05-10-203-013 2012 Gleneagles Ln, Yorkville, Illinois 60560 85 05-10-203-014 2022 Gleneagles Ln, Yorkville, Illinois 60560 86 05-10-203-015 2026 Gleneagles Ln, Yorkville, Illinois 60560 87 05-10-203-016 2034 Gleneagles Ln, Yorkville, Illinois 60560 88 05-10-203-017 2042 Whitekirk Ln, Yorkville, Illinois 60560 89 05-10-226-002 2048 Whitekirk Ln, Yorkville, Illinois 60560 90 05-10-226-003 2052 Whitekirk Ln or 2079 Dunbar Ct, Yorkville, Illinois 60560 91 05-10-226-004 2075 Dunbar Ct, Yorkville, Illinois 60560 92 05-10-226-005 2065 Dunbar Ct, Yorkville, Illinois 60560 93 05-10-226-006 2055 Dunbar Ct, Yorkville, Illinois 60560 94 05-10-226-007 2056 Dunbar Ct, Yorkville, Illinois 60560 95 05-10-226-008 2066 Dunbar Ct, Yorkville, Illinois 60560 96 05-10-226-009 2076 Dunbar Ct or 2068 Whitekirk Ln, Yorkville, Illinois 60560 97 05-10-226-010 2072 Whitekirk Ln, Yorkville, Illinois 60560 98 05-10-226-011 2078 Whitekirk Ln, Yorkville Illinois 60560 99 05-10-226-012 2082 Whitekirk Ln or 2087 Aberdeen Ct, Yorkville, Illinois 60560 100 05-10-226-013 2077 Aberdeen Ct, Yorkville, Illinois 60560 101 05-10-226-014 2067 Aberdeen Ct, Yorkville, Illinois 60560 102 05-10-226-015 2068 Aberdeen Ct, Yorkville, Illinois 60560 103 05-10-226-016 2078 Aberdeen Ct, Yorkville, Illinois 60560 104 05-10-226-017 2088 Aberdeen Ct or 2102 Whitekirk Ln, Yorkville, Illinois 60560 105 05-10-226-018 2112 Whitekirk Ln, Yorkville, Illinois 60560 106 05-10-226-019 2122 Whitekirk Ln, Yorkville, Illinois 60560 107 05-10-226-020 2142 Whitekirk Ln, Yorkville, Illinois 60560 108 05-10-226-021 2162 Whitekirk Ln, Yorkville, Illinois 60560 357 05-10-226-023 1955 St. Andrews Drive, Yorkville, Illinois 60560 358 05-10-277-001 2131 Whitekirk Ln, Yorkville, Illinois 60560 359 05-10-251-001 2121 Prestwick Ln, Yorkville, Illinois 60560 360 05-10-204-013 1602 Shetland Ln, Yorkville, Illinois 60560 361 05-10-203-001 1601 Shetland Ln, Yorkville, Illinois 60560 362 05-10-202-001 2072 Wren Rd, Yorkville, Illinois 60560 363 05-10-201-015 2071 Wren Rd, Yorkville, Illinois 60560 The general purpose of the formation of the Special Service Area 2019-1 is to provide a backup mechanism for payment of any and all costs of continued maintenance, repair and reconstruction of all common areas within the Special Service Area, including, but not limited to, entry signage, sidewalks, lighting, landscaping, open spaces, trails, and storm water systems in the event that the Owners and/or a homeowners association within the Special Service Area have failed to do so. The special governmental services for the Special Service Area may include: (1) the maintenance and care of open spaces, trails, and wetlands including planting, landscaping, removal of debris, and cleanup; (2) the cleaning and dredging of storm water detention and retention ponds and basins, drainage swales and ditches; (3) the maintenance and care, including erosion control of the property surrounding such detention and retention ponds and basins, drainage swales and ditches; Exhibit B – Page 4 (4)the maintenance, repair and replacement of storm sewers, drain tile, pipes and other conduit, and appurtenant structures; and (5)the administrative costs incurred by the City in connection with the above (collectively, the “Services”) within the Special Service Area. All interested persons, including all persons owing taxable real property located within Special Service Number 2019-1 will be given an opportunity to be heard and file written objections regarding the formation of and the boundaries of the Special Service Area and may object to the formation of the area and the levy of taxes affecting said area. It is proposed that to pay for such Services the City shall levy an annual tax not to exceed $1.10 for every $100.00 of equalized assessed value of the property in the Special Service Area to pay the annual cost of providing such Services. The proposed amount of the tax levy for the initial year for which taxes will be levied within the special service area will not exceed $1.10 for every $100.00 of equalized assessed value. No City Special Service Area bonds will be issued. At the hearing, all interested persons affected by the formation of such Special Service Area, including all persons owning taxable real estate therein, will be given an opportunity to be heard. The hearing may be adjourned by the Mayor and City Council without notice other than a motion to be entered upon the minutes of its meeting fixing the time and place of its adjournment. If a petition signed by at least 51% of the electors residing within the Special Service Area and by at least 51% of the owners of record of the land included within the boundaries of the Special Service Area is filed with the City Clerk within sixty (60) days following the final adjournment of the public hearing objecting to the creation of the Special Service Area or the levy of an annual tax in the area, no such area may be created, or no such levy may be made within the next two years. Dated this ___day of _____, 2018 _________________________________ CITY CLERK Ordinance No. 2019-___ Page 1 Ordinance No. 2019-_____ AN ORDINANCE ESTABLISHING SPECIAL SERVICE AREA NUMBER 2019-1 IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS (Prestwick/The Highlands at Ashley Pointe) WHEREAS, the United City of Yorkville, Kendall County, Illinois (the “City”) is a duly organized and validly existing non home-rule municipality authorized pursuant to Article VII of the Constitution of the State of Illinois; and, WHEREAS, pursuant to the provisions of Section 7(6) of Article VII of the 1970 Constitution of the State of Illinois, the City is authorized to create special service areas in and for the City that are further established “in the manner provided by law;” and, WHEREAS, pursuant to the provisions of the Illinois Special Service Area Tax Law, (35 ILCS 200/27-5 et seq.) and the Property Tax Code (35 ILCS 200/1-1 et seq.) the City may establish special service areas to levy taxes in order to pay for the provision of special services to areas within the boundaries of the City; and, WHEREAS, certain owners of record (“Owners”)of the real property hereinafter described (the “Subject Territory”) that has been developed with single family homes that by City ordinance must provide for a backup mechanism for payment of any and all costs of continued maintenance, repair and reconstruction of all common areas within the Subject Territory, including, but not limited to, roads, sidewalks, lighting, landscaping, open spaces, trails, and storm water systems located within and serving the Subject Territory, all as hereinafter described; and, WHEREAS, it is in the public interest that a special service area be established for the property hereinafter described for the purposes set forth herein and to be known as Special Service Area 2019-1. NOW, THEREFORE, BE IT ORDAINED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1: Establishment. That it is in the public interest that Special Service Area 2019-1 is hereby established as a special service area for the purposes set forth herein and consisting of the Subject Territory that is legally described and that contains the Property Index Numbers as stated in Exhibit A, attached hereto and made a part hereof by this reference. Section 2: Area. That said Subject Territory area is compact and contiguous and is totally within the corporate limits of the City and an accurate map of the property within Special Service Area 2019-1 is attached hereto and made a part hereof as Exhibit B. Section 3: Purpose. That said Subject Territory will benefit specifically from the municipal services to be provided and that such services are in addition to those municipal Ordinance No. 2019-___ Page 2 services provided to the City as a whole, and unique and in the best interests of Special Service Area 2019-1. The City’s levy of special taxes against said Subject Territory shall be to provide a backup mechanism for payment of any and all costs of continued maintenance, repair and reconstruction of all common areas as shown on Exhibit B within the Special Service Area, including, but not limited to, entry signage, sidewalks, lighting, landscaping, open spaces, trails, and storm water systems in the event that the Owners and/or a homeowners association within the Special Service Area have failed to do so. The special governmental services for the Special Service Area may include: (1) the maintenance and care of open spaces, trails, and wetlands including planting, landscaping, removal of debris, and cleanup; (2) the cleaning and dredging of storm water detention and retention ponds and basins, drainage swales and ditches; (3) the maintenance and care, including erosion control of the property surrounding such detention and retention ponds and basins, drainage swales and ditches; (4) the maintenance, repair and replacement of storm sewers, drain tile, pipes and other conduit, and appurtenant structures; and (5) the administrative costs incurred by the City in connection with the above (collectively, the “Services”) within the Special Service Area. Section 5: Hearing. That a public hearing was held on the 13th day of November, 2018 at 7:00 p.m. at the City municipal building at 800 Game Farm Road, Yorkville, Illinois, to consider the creation of Special Service Area 2019-1 in the Area and to consider the levy of an annual tax as further described in Section 7. Section 6: Notice. Notice of the public hearing, attached hereto as Exhibit C, was published at least once not less than fifteen (15) days prior to the public hearing specified in Section 5 above, in a newspaper of general circulation in the City. In addition, notice was given by depositing the notice in the United States mail addressed to the person or persons in whose name the general taxes for the last preceding year were paid on each lot, block, tract or parcel of land lying within the proposed special service area. This notice was mailed not less than ten (10) days prior to the time set for the public hearing. In the event taxes for the last preceding year were not paid, the notice shall be sent to the person last listed on the tax rolls prior to that year as the taxpayer of record. Section 7: Objectors. That all persons, including all taxpayers of record and persons owning taxable real property located within Special Service Area 2019-1, were heard at the public hearing held on November 13, 2018. That no objections were filed with the City Clerk within sixty (60) days following the final adjournment of the public hearing objecting to the creation of the Special Service Area 2019-1 or the levy of an annual tax in Special Service Area 2019-1. Section 7: Tax. That there shall be levied in such years as the corporate authorities may hereafter determine to be appropriate, a direct annual tax that in the initial year shall not exceed $1.10 for every $100.00 of equalized assessed value of property in Special Service Area 2019-1 and the maximum rate of such taxes to be extended in any year within Ordinance No. 2019-___ Page 3 the Area shall not exceed $1.10 for every $100.00 of equalized assessed value to pay the annual cost of providing such special services that shall be in addition to all other taxes permitted by law. Section 8: Recording. The City Clerk shall file within 30 days of the adoption of this ordinance a certified copy of this ordinance, including Exhibits A, B and C with the County Clerk of Kendall County and with the Kendall County Recorder’s Office. Section 9: This Ordinance shall be in full force and effect upon its passage, approval, and publication in pamphlet form as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this _____ day of ____________________, 2019. ______________________________ CITY CLERK CARLO COLOSIMO ________ KEN KOCH ________ JACKIE MILSCHEWSKI ________ ARDEN JOE PLOCHER ________ CHRIS FUNKHOUSER ________ JOEL FRIEDERS ________ SEAVER TARULIS ________ JASON PETERSON ________ Approved by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this _____ day of ____________________, 2019. ______________________________ MAYOR October 25, 2018 RE: Prestwick/Highlands at Ashley Pointe – Public Hearing for Establishing a Dormant (Back up) Special Service Area (SSA) Dear Resident: As the taxpayer of record, you are receiving this letter and the attached notice for a Public Hearing regarding the proposed Prestwick/Highlands at Ashley Pointe Special Service Area (“SSA”) #2019-1, which affects your property. The Yorkville City Council will convene a Public Hearing on Tuesday, November 13, 2018 at 7:00 PM in the City Council Chambers at City Hall, 800 Game Farm Road, Yorkville, Illinois to consider forming a backup mechanism for payment of all future costs to maintain the common areas within the Prestwick/Highlands at Ashley Pointe subdivision, such as open spaces, trails, entry signage, landscaping and storm water detention basins, should the established Homeowners Association fails to do so. Special Service Areas (“SSAs”) are local property tax districts used to provide funding for enhanced services in specific areas within a municipality. These services are in addition to services already provided by the United City of Yorkville and do not replace these City services. Generally, SSAs can be active, meaning assessments are levied on the local property tax bill; or SSAs can be dormant, meaning no assessment is levied on the local property tax bill until such time the specific services are needed to be provided. The proposed Prestwick/Highlands at Ashley Pointe SSA #2019-1 will be a dormant, or back up, special service area and has already been contemplated in Article IV, Section 9 of the Declaration of Covenants, Conditions, Restrictions and Easements for the The Highlands at Ashley Pointe subdivision recorded on May 2, 2007 as Document #200700014390 with the Kendall County Recorder of Deeds Office. The specific areas the dormant SSA will provide back-up funding for are those improvements in the common areas of Lots 357, 358, 359, 360, 361, 362 and 363 on the enclosed map. Should the homeowner’s association fail to maintain these common areas and storm water facilities, the individual owners of lots within the Prestwick/Highlands at Ashley Pointe Subdivision will be levied a tax not to exceed $1.10 for every $100.00 of equalized assessed value of the property and collected as part of the real estate taxes. For questions regarding the dormant special service area or the scheduled public hearing process, please contact me directly at 630-553-8573 Monday through Friday between the house of 8:30AM and 4:30 PM, or anytime via email at knoble@yorkville.il.us. Sincerely, Krysti J. Barksdale-Noble, AICP Community Development Director United City of Yorkville County Seat of Kendall County 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Website: www.yorkville.il.us Encl. Cc: Bart Olson, City Administrator (via e-mail) Kathleen Field Orr, City Attorney (via e-mail) Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #9 Tracking Number PW 2018-94 Pavement Management – 5 Year Plan Public Works Committee – October 16, 2018 Majority Approval of Plan Consideration of Plan Brad Sanderson Engineering Name Department Engineering Enterprises, Inc. Memo To: Bart Olson – City Administrator From: Brad Sanderson, P.E. Date: October 10, 2018 Re: Pavement Management Study Update 2018 EEI Job #: YO1815 Background In April of 2018, the United City of Yorkville contracted with Infrastructure Management Services (IMS) to perform pavement evaluations on all City owned and maintained streets. The purpose of this evaluation was to update the City’s existing Pavement Management System, determine the overall condition of the City’s streets and to finalize a new five (5)-year plan for the City’s annual street rehabilitation program. The inspection performed by IMS included the following:  Automated inspection of the entire roadway surface using a laser profile machine  Electronic analysis and measurement of roadway characteristics  Falling Weight deflectometer testing to assess the underlying soils and base of each roadway  Complete GIS integration to City’s existing shapefiles The laser profile machine is used to determine the surface rank and the falling weight deflectometer is used to determine the dynamic and deflection rank for each roadway. These three scores combine to form an overall pavement rank between 10-100. The results of these inspections are entered into the PavePro Manager Software, which yields a database of all City maintained streets. The ranking of each roadway within the system enables the City to develop a strategy for roadway maintenance activities based on prioritization by need and cost. This data is then analyzed in the PavePro Manager software as well as engineering judgement to determine an updated five (5)-year rehabilitation plan. Mr. Bart Olson October 10, 2018 Page 2 C:\Users\jbehland\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\Y805XFBK\EEI Memo.doc Summary of Results A summary of the paving work that has occurred in the City since the last report is summarized below: Funding Source Number of Miles Subdivision Completion (Developer) 24.2 RTBR 12.0 Federal Grants 2.8 Bonds (Countryside) 3.4 Other Funding (Comed, Kendall Co.) 4.0 Total: 46.4 A comparison of the City’s roadway condition rankings from the original study to 2018 is summarized below: 2012 2018 Number of Miles 107 113.5 Unaccepted Miles 25 7.5 Overall Rank 82 87 The completion of over 24 miles of subdivision paving has caused the City’s overall rank to be inflated. For a summary of the conditions per category, please see the attached bar graphs. Currently the City is budgeting approximately $700,000 of funds per year to spend on street rehabilitation. Spending that amount over the next five (5) years will decrease the City’s overall pavement rank from 87 to 82. An overall pavement rank of 82 is a reasonable target. It should be noted that if you maintain that same funding level for 10 years the overall pavement rank goes from 87 to 76. The reason for this is that the City currently has over 26 miles of roadways that currently ranked in the fair or worse category and they are projected to require maintenance within the next 10 years. For the City to maintain an overall rank of 80 the average expenditure for the next 10 years would have to be approximately $1.5 million per year. Attached to this memo is the proposed five (5)-year plan for the City. The proposed plan does not include the following roadways:  Mill Road (This project is planned to be addressed with developer funds.)  Baseline Road (This roadway is one of the lower ranked streets with the City. This road will have to be addressed at some point soon.)  Corneils Road (This roadway may be addressed via an agreement with Comed.) Currently, we are asking for general concurrence on the proposed plan. As with past years, we plan to present a new plan every fall for concurrence prior to proceeding with the preparation of a bid package. If the plan is acceptable, we will bring forth a Professional Services Agreement for the FY20 work to the November series of meetings. As with recent programs, we are recommending that design work begin in the fall so that bidding can take place in February/March, which has historically been a prime bidding environment. street frombk tobk lengthbk zonec surfcon Current Surface Condition Miles of RoadwayFAIRFIELDASHWORTBRAEMOR331 SUB 95 10-39 = VERY POOR 1.1 5718HAWK HO BLUEBERRGOLDFINC676 SUB 95 40-59 = POOR 7.8 41014BRAEMORRICHMON FAIRFIELD718 SUB 94 60-69 = FAIR 18.5 97516FAIRFIELDBRAEMORRICHMON 653 SUB 94 70-79 = GOOD 34.2 180594HAWK HO GOLDFINCDS@660E 660 SUB 94 80-89 = VERY GOOD 38.1 201234RICHMON BRAEMORASHWORT430 SUB 94 90-100 = EXCELLENT 7.1 37283FAXON RDDS@660E DS@1320E660 93FAIRFIELDRICHMON EAST END154 SUB 93HAWK HO DS@660E DS@1320E660 SUB 93RICHMON FAIRFIELDBRAEMOR321 SUB 93SPRING S WACKER DTERI LN 541 92WALSH DRHAWTHORBUCKTHO574 92WALSH DRBUCKTHOW BARBER426 92WALSH DRSPICEBUSE BARBER367 92ASHWORTRICHMON DS@660S 660 SUB 92ASHWORTDS@660S FAIRFIELD239 SUB 92HAWK HO DS@1320EBLUEBERR571 SUB 92BEECHERDS@660S DS@1320S660 91BEECHERDS@1320SCITY LIMIT358 91CANDLEB CANDLEB NORTH EN400 91CORNEILSDS@3300EDS@3960E660 91JACKSON DS@660E FREEMON138 91MAIN ST SW BEECHEW DOLPH 328 91MAIN ST SW WASHINW FOX ST420 91SPRING S DS@660E MCHUGH 190 91TERI LN DS@660N E SPRING 804 91TRILLIUM CROOKEDEAST END233 91WALSH DRWALSH CTW BARBER335 91WALSH DRW BARBERBURNING 341 91AUTUMN CDS@660N KENNEDY249 SUB 91BLACKBERDS@660E DS@1320E660 SUB 91BLACKBERDS@1320EHIGH RIDG207 SUB 91EMERALDRUBY DR SLATE DR374 SUB 91LILAC WY DS@660N SLATE DR400 SUB 91MCMURTRALAN DALGOLDENR328 SUB 91RUBY DR EMERALDEAST END630 SUB 91TREMONTCOUNTRYSOUTH EN171 SUB 91WARBLERDS@660N PARKSIDE646 SUB 911.17.818.534.238.17.10.05.010.015.020.025.030.035.040.045.010‐39 = VERY POOR 40‐59 = POOR 60‐69 = FAIR 70‐79 = GOOD 80‐89 = VERY GOOD 90‐100 = EXCELLENTMiles of RoadwayCurrent Overall Surface ConditionCurrent Surface Condition Category Breakdown by Mileage 00.51.55.855.341.1010203040506010‐39 = VERY POOR 40‐59 = POOR 60‐69 = FAIR 70‐79 = GOOD 80‐89 = VERY GOOD 90‐100 = EXCELLENTMiles of RoadwayCurrent Overall Pavement ConditionCurrent Overall Pavement Condition Category Breakdown by Mileage PERCENT OF CITY EXCELLENT 90-100 102,487 19.4 23.8% VERY GOOD 80-89 163,751 31.0 38.1% GOOD 70-79 106,417 20.2 24.7% FAIR 60-69 37,944 7.2 8.8% POOR 40-59 19,531 3.7 4.5% VERY POOR 10-39 0 0.0 0.0% TOTAL LENGTH 430,130 82 C2: CURRENT PAVEMENT CONDITION DISTRIBUTION - BY LENGTH EXHIBIT C: PAVEMENT EVALUATION RESULTS UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS FEBRUARY 2013 C1: CURRENT PAVEMENT CONDITION RANKING - BY LENGTH PCI CATEGORY RANK RANGE LENGTH (FT)LENGTH (MILES) 0.0 3.7 7.2 20.2 31.0 19.4 0 5 10 15 20 25 30 35 10-39 = VERY POOR 40-59 = POOR 60-69 = FAIR 70-79 = GOOD 80-89 = VERY GOOD 90-100 = EXCELLENTMiles of RoadwayCurrent Overall Condition Current Condition Category Breakdown by Mileage ENGINEERING ENTERPRISES, INC. SUGAR GROVE, IL COPYRIGHT 2013 SECTION 4 PAGE 15 PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST E. PARK STREET MCHUGH ROAD LIBERTY STREET VARIABLE DEPTH MILL, OVERLAY 3"1,484 100 63 43 67 $108,800 ELM STREET FREEMONT STREET MCHUGH ROAD VARIABLE DEPTH MILL, OVERLAY 3"1,126 100 58 44 65 $76,200 JACKSON STREET FREEMONT STREET MARTIN AVENUE GRIND 3", OVERLAY 3"1,129 100 54 40 62 $78,100 KENNEDY ROAD IL ROUTE 47 660' EAST OF PRAIRIE MEADOWS GRIND 2", OVERLAY 2"4,086 97 98 49 81 $345,700 MCHUGH ROAD CITY LIMIT MARTIN AVENUE VARIABLE DEPTH MILL, OVERLAY 3"187 100 100 69 91 $15,800 MCHUGH ROAD CITY LIMIT FARMSTEAD DRIVE VARIABLE DEPTH MILL, OVERLAY 3"649 100 90 60 84 $51,400 SANDERS COURT E MAIN STREET NORTH END GRIND 2", OVERLAY 2"626 100 41 57 63 $40,100 N/A N/A N/A N/A N/A $25,000 $741,100 ALTERNATIVE STREETS BASELINE ROAD CITY LIMIT CITY LIMIT GRIND 4", OVERLAY 4"5,750 100 63 40 61 $470,600 BASELINE ROAD IL ROUTE 47 CITY LIMIT GRIND 3", OVERLAY 3"1,484 100 90 45 78 $99,200 CORNEILS ROAD ELDAMAIN ROAD CITY LIMITS GRIND 1", OVERLAY 3"3,300 100 69 64 77 $185,200 $755,000 2019 (FY20) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING TOTAL: PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST MCHUGH ROAD KENNEDY ROAD E. COUNTRYSIDE PARKWAY GRIND 2", OVERLAY 2"3,014 100 94 67 88 $223,000 RIVER BIRCH DRIVE EAST END WEST END GRIND 2.5", OVERLAY 2.5"1,702 100 84 62 82 $107,800 RIVER BIRCH LANE WHITE OAK WAY RIVER BIRCH DRIVE GRIND 2.5", OVERLAY 2.5"407 100 84 60 82 $25,800 SPRUCE COURT WHITE OAK WAY SOUTH END GRIND 2.5", OVERLAY 2.5"653 100 64 61 74 $41,400 WHITE OAK WAY CHESTNUT LANE SOUTH END GRIND 2.5", OVERLAY 2.5"4,320 100 80 61 80 $273,700 WING ROAD IL ROUTE 71 IL ROUTE 126 GRIND 4", OVERLAY 4"1,129 100 92 57 84 $38,600 N/A N/A N/A N/A N/A $25,000 $735,300 2020 (FY21) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST BEAVER STREET IL ROUTE 47 DEER STREET GRIND 2.5", OVERLAY 2.5"1,463 100 94 55 83 $103,800 COLONIAL PARKWAY IL ROUTE 47 IL ROUTE 126 GRIND 2.5", OVERLAY 2.5"1,540 100 65 60 74 $118,800 ELIZABETH STREET S. MAIN STREET WEST END OVERLAY 2.5"1,250 100 68 56 74 $63,900 FIR COURT NORWAY CIRCLE NORTH END GRIND 2", OVERLAY 2"374 100 80 59 80 $22,800 GREEN BRIAR ROAD WALSH DRIVE IL ROUTE 47 GRIND 2.5", OVERLAY 2.5"2,084 85 83 62 78 $212,200 NORWAY CIRCLE WHITE OAK WAY WHITE OAK WAY GRIND 2", OVERLAY 2"2,064 100 81 69 84 $124,700 NORWAY COURT NORWAY CIRCLE SOUTH END GRIND 2", OVERLAY 2"312 100 88 61 83 $18,800 STATE STREET W. HYDRAULIC AVENUE W. RIDGE STREET GRIND 2.5", OVERLAY 2.5"886 100 90 48 79 $57,000 W VAN EMMON STREET S. MAIN STREET MORGAN STREET GRIND 2.5", OVERLAY 2.5"932 100 92 54 83 $48,400 N/A N/A N/A N/A N/A $25,000 $795,400 2021 (FY22) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST CANNONBALL TRAIL US ROUTE 34 JOHN STREET VARIABLE DEPTH MILL, OVERLAY 3"643 100 88 52 80 $59,900 COTTONWOOD COURT COTTONWOOD TRAIL WEST END GRIND 2.5", OVERLAY 2.5"239 100 67 77 82 $15,800 COTTONWOOD TRAIL JOHN STREET JOHN STREET GRIND 2.5", OVERLAY 2.5"2,261 100 80 64 82 $149,100 CYPRESS LANE DIEHL FARM ROAD WEST END GRIND 2.5", OVERLAY 2.5"407 100 78 72 84 $26,800 DIEHL FARM ROAD JOHN STREET US ROUTE 34 GRIND 2.5", OVERLAY 2.5"918 100 84 61 82 $51,500 KING STREET W. RIVER STREET W. SOMONAUK STREET VARIABLE DEPTH MILL, OVERLAY 3"1,315 100 84 56 80 $97,600 SEQUOIA CIRCLE EAST END SYCAMORE ROAD GRIND 2.5", OVERLAY 2.5"292 100 73 71 82 $19,200 STONERIDGE CIRCLE COTTONWOOD TRAIL EAST END GRIND 2.5", OVERLAY 2.5"197 100 76 66 81 $13,000 STONERIDGE COURT COTTONWOOD TRAIL SOUTH END GRIND 2.5", OVERLAY 2.5"348 100 88 68 86 $22,900 SYCAMORE ROAD US ROUTE 34 JOHN STREET GRIND 2.5", OVERLAY 2.5"788 100 78 41 71 $45,600 SYCAMORE ROAD JOHN STREET SOUTH END GRIND 2.5", OVERLAY 2.5"883 100 74 62 76 $63,000 W. MAIN STREET IL ROUTE 47 WEST END GRIND 2.5", OVERLAY 2.5"1,092 100 86 66 85 $74,700 N/A N/A N/A N/A N/A $25,000 $664,100 2022 (FY23) STREET REHABILITATION LIST TOTAL: MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING PROPOSED 5 YEAR RTBR PROGRAM United City of Yorkville October 2018 STREET FROM TO STRATEGY LENGTH DEFLECTION CONDITION DYNAMIC CONDITION SURFACE CONDITION CURRENT RANK COST ADAMS STREET W. RIDGE STREET W. HYDRAULIC AVENUE GRIND 2.5", OVERLAY 2.5"827 100 80 64 82 $57,200 E. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE GRIND 2.5", OVERLAY 2.5"1,625 100 89 69 87 $118,200 HEUSTIS STREET E FOX STREET E. HYDRAULIC AVENUE GRIND 2.5", OVERLAY 2.5"1,214 100 92 68 88 $99,800 ILLINI COURT ILLINI DRIVE SOUTH END GRIND 2.5", OVERLAY 2.5"292 100 63 61 74 $19,600 ILLINI DRIVE WALTER STREET MILL STREET GRIND 2.5", OVERLAY 2.5"843 100 70 70 80 $64,800 MILL STREET E FOX STREET E. VAN EMMON STREET GRIND 2.5", OVERLAY 2.5"869 100 99 62 88 $58,300 MORGAN STREET W. HYDRAULIC AVENUE W. FOX STREET GRIND 2.5", OVERLAY 2.5"1,303 100 90 55 82 $94,800 W. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVE GRIND 2.5", OVERLAY 2.5"1,930 100 84 60 82 $140,400 N/A N/A N/A N/A N/A $25,000 $678,100 2023 (FY24) STREET REHABILITATION LIST MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING TOTAL: Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R iv e r Mid dle A u x S a ble C re e k Rob Roy CreekBlackberry C reek B la ck b erry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R o ck C reekBlackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeF o x Galena Ri ver Veterans AmentEldamainCorneils Kennedy AshleyMill MinklerLegion Baseline Van Emmon BlockSpring DicksonConcord HighpointMain Cannonball FieldsGordon Popl arTuma ImmanuelMcHughPavillionTroon Faxon MitchelG ra n d e SundownAsheSchoolhouseBeecherJohn Bristol Ridge Klatt Budd Gates Foli PrescottKellerPenmanCenter Country Ho f f man Hilltop Schaefer Park St a g e c o a c h Tuscany AudreyJeterAdam Alice Reservation RickardSomonauk Bertram Bristol Bay Erica EdwardMcLel lanA l a n D a l e Countryside BenjaminKristenWrenFoster Parkside Orange LisbonWillowStateOmahaTeriKendall US Route #34 SimonDeerAldenGame FarmManchester Berrywood Heartland Hayden FreemontLillianRosenwinkelBoombah Carey Oak Creek Walnut Lakewood CreekMapleRiverside Au t u m n Cre e k Ha mp t o n Or c h idCrimsonSumac Elm Andrew KingMatlockBig Bend For dHillsideAvalon HartfieldLibertyWackerBa r b e r r y Ke l l y S utto n P a r k w a y HeustisFairfieldWashington C ountry Hills Julie Ra i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronUS Route 34 Margaret RavineStacyRyanRiva RidgeWi n g Fairhaven BristolSecretariat Blackberry Shore BruellMarketviewBeaver Brian Green Briar WhitekirkRiley MayOsbronPrairie CrossingCarly F o x t a il Lynn C a lie n d o JusticeRobertKi n g s mi llQui nsey MorganPratt El denJenna Sunset Dobbins Highview NorthlandGrape VineLaurenChurchWhite RoseWalsh Mc Mu r t r ie JasonWat er par k HomesteadMa d e lin e AdrianBl u e s t e m Lewis Fai r f ax RebeccaKate Grace RoodVenetian Pleasure Colonial NawakwaMadison DanielleDillon Savoy Woodview PlumThunder GulchJacob CryderBurrSycamoreHunt Twi nl eafCaledonia ColtonHighland High RidgePecos IdentaOak Purcell LarkspurBanburyLeisure Whi te OakSeeley IroquoisRedbud PrairieS h a u n a Landmark BaileyTitus Cypress SearlBlaine EmilyAlexisHeather Ri chmondCanyon Schmidt West onS ie nna Bernadette Ponderosa Far mWindett RidgeS la t e Mi l l Br o o k H a n b ury Timber CreekClearwater Edythe C h a r le s Olive Thomas M unson Rose HillCrossHillcrest Conover Kent shi r eCrooked CreekWi ndhamHaz el t i ne L e g n e r Wolf MillraceWhirlaway Holly Fox Gl en Elizabeth Anna Maria G e n e v a BoomerBadgerAcornGarden ArtesianCottonwood Cla rid g e BirchwoodRiver WoodH id e a wa y North Gr eenf iel d Blake GardinerR o y al O a k s LehmanE m e r a l d Har r i s Aster No r wa y Deere Crossing GroveGildaTausPlymouth Ru b y EllsworthBarrett Squire EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Ly m an Gawne Frances Nathan Astor Boyer Y or k ville CranstonBisselCommercial American BradyWarblerLong GrovePensacola Bonnie HearthstoneBurnettJuanita S a g e L e n o x Deerpath Prairie Grass ConstitutionMidnght Redhor seTallgrass TremontGeorgeanna MarketplaceT h orn hill Wythe Oaklawn W Kendal l Dr M o ntclaire Cl ov e r D e erp ointWooden BridgeRena RidgePinewood Illini OlsenHubbardGarritano Lyncl iffHobbsIndependence MonarchosDivisionFreedomHarrison Christy ColumbiaCol eWalter Preston LongviewBr ooksi de CatalpaMui rfi el dDeamesCo n s e r v a t i o n CallanderShetland Country View Timbalier Wood SageMartinStrawberry S ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthMapl e Ri dgeDolph Prairie Pointe WorsleySummerwindRiver Birch Lakevie w Hydraulic An d r e a WoodlandAuburnColumbineP i n e Half MoonPat r i ci aChestnutFir CardinalPope OakwoodCornellCe n t r a l KylaDydyna Naden Me a d o wl a r kSprucePalmerAmanda Cl a r e mo n t Et helJul i usWestwind DoverCedar Cody CoralberryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Bat or B la c k b e r r y Denise Bluejay Evans Meadowview Laurel River Oaks PhelpsN orton SavannaDrayton DunbarPowers Wint er t hur Jeremy PatriotF ar m ste a d Regal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City David WellsRodak QuantockBig RockAar on TimberBuckthor n Ke t ch u mPrairie CrossingWillowSunsetSt a geco ach Dolph M organ Bri stol MitchelCr ims o n Beecher HartfieldEmerald LisbonBaileyAndrewMainMillRebecca St agecoach Oak Highpoint FairfaxF o x Canyon MainW aln ut Hydraulic Rebecca ColeAshleyBeecherRidge Center McHughJohn Di c k s o n ParkP a r k Faxon MainConcordFaxon S c h o ol h o u s e St a g e c o a c h Rose Hill Penman Park JeterSchmidtPROPOSED 5 YEAR PLAN DATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 5-YEAR PLAN.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 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\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Year of Improvement 2019 2020 2021 2022 2023 Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C ree k Rob Roy CreekBlackberry C reek B la ck b e rry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R ock C reekBlackberry CreekM organ C reekMiddle Aux Sable Cree F o x R iv e r Fox RiverBridgeF o x Galena River Veterans AmentEldamainCorneils Ke n n e d y AshleyMill MinklerLegion Baseline Van Emmon BlockConcord Spring DicksonHighpointMain Cannonball FieldsGordon Popl arTuma ImmanuelPav illi onFaxon Troon MitchelG ra n d e SundownBudd AsheSchoolhouseBeecherJohnKlatt Bristol Ridge Gates Hoffman Foli Schaefer PrescottKellerCenter St a g e c o a c h PenmanHilltop Park McHugh CountryTuscany AudreyJeterAdam Alice RickardSomonauk Bertram R eservation Bristol Bay Erica EdwardMcLel l anA la n D ale Countryside BenjaminKristenWrenFoster Parkside Orange WillowLisbonStateUS Route #34 TeriOmahaKendall SimonDeerAldenGame FarmManchester Heartland Ha y d e n FreemontLillia nRosenwinkel Berrywood BoombahCarey Walnut Lakewood CreekMapleRiverside Or chi d Autumn Creek H a mp t o n CrimsonSumac Elm KingAndrew MatlockFor dBig Bend Oak Creek Providence HillsideAvalon HartfieldLibertyWackerKe l l y Bar ber r ySutton Parkway HeustisFairfieldWashington Country Hills Julie R a i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronRavineMargaret StacyRyanWi n g Riva RidgeBristolFairhaven Secretariat Blackberry Shore BruellBeaver MarketviewBrian Green Briar Whitekirk Riley MayUS Route 34 OsbronCarly Prairie CrossingC a lie n d o JusticeRobertKi n g s mi llQui nsey MorganPratt L y n n El denJenna SunsetDobbins Highview NorthlandLaurenGrape VineChurchWalsh White RoseMcMurtrie JasonWat er par k Homestead AdrianMa d e lin e Lewis B lu e s t e m FairfaxKa t e RebeccaGraceRoodVenetian Pleasure Colonial Madison NawakwaDanielleDillon Savoy PlumWoodview Thunder GulchJacob BurrCryderEi leen Hunt SycamoreTwi nl eafCaledonia ColtonHighland High RidgeOak Pecos I dent aPurcell BaileyLarkspurBanburyLeisure Whi te OakSeeley Redbud IroquoisLandmark Titus Cypress SearlBlaine EmilyAlexisHeather RichmondCanyonSchmidtWest onS ie n n a Bernadette Ponderosa Oakmont FarmS la t e Windett RidgeMi ll B r o o k H a n b ur y Clearwater Timber CreekC h a r le s Olive ThomasM unson Rose HillCrossHillcrest Conover KentshireCrooked CreekWi ndhamHaz el t i ne Wolf L e g n er F o x t a ilMillraceL a v e n d e r Whirlaway Fox Gl en Elizabeth Anna Maria G e n e v a Shauna BadgerAcornGarden ArtesianC l a rid g e Cottonwood BirchwoodNorth H id e a wa y CotswoldGr eenf iel d Blake GardinerRoyal Oa ks E m erald AsterHarris River WoodNo r way Pine RidgeLi nden Deere Crossing GroveSouth Gilda Taus Ru b y EllsworthBarrett Squi r e EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Lyman Gawne Frances Astor Boyer Y or k ville BisselCranston Shadow Creek BradyAmerican Commercial WarblerLong GroveBonnie Pensacola G oldenrod BurnettJuanita Sage KathleenChally Deerpath Prairie Grass ConstitutionTremontJonathanGeorgeanna MarketplaceC a n a r y He n n i n g T h orn hill Wythe Oaklawn W Kendal l Dr Cl ov e r D e erp oi n tWooden BridgeRena Ridge IlliniPinewoodOlsenGarritano Inge m unson HobbsLyncl i ffDivisionMonarchosIndependence Prai ri e RoseFreedomHarrison Christy Col eColumbiaWalter Preston LongviewMui r f i el dBr ooksi de Honeysuckle Deames Hawk HollowC o n s e r v a t io n C all a n d e r Shetland Country Vie wMartin Wood Sage Strawberry S u n n y D e ll S ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthDolph HillsboroPrairie Pointe WorsleySummerwindRiver Birch Hydraulic A n d r e a WoodlandAuburnP i n e ColumbinePat r i ci aBrighton Oaks CardinalPo p e OakwoodCe n t r a l Ti mb e r Vi e w TowerDydyna Naden VeronicaSprucePalmerAmanda Et helJul i usCl a r e mo n tWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Indian CliffsBat or Tomasik Evans Laurel River Oaks PhelpsWinchesterN orton SavannaDrayton Powers Wint er t hur PatriotFl i nt Cr ee Regal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City Austin Cotter WellsQuantockBig RockMaddenAar on TimberBuck t hor n Schoolhouse MorganWillowColeDi c k s o n Emerald Beecher ParkAndrewMainF a i r f a x Rebecca McHughOa k JeterCypr ess Faxon Canyon MainHydraulic Crimson Rebecca JohnPenman S t a g e c o a ch F o x MillCenter P a r k HighpointMitchelAshley Mapl e HartfieldS c h o ol h o u s eBeecher Park Bri stol St a g e c o a c h St agecoach Prairie CrossingMcHughWa l n u t BaileyFaxon SchmidtRidge CURRENT SURFACE CONDITION DATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 CURRENT SURFACE RANK.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 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\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend SURFACE CONDITION Gravel Road Binder Only 10-39 Very Poor 40-59 Poor 60-69 Fair 70-79 Good 80-89 Very Good 90-100 Excellent H ollen back Creek Hol l enback CreekSleepy HollowWalker HelmarHollenbackStagecoach Walker Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C re e k Rob Roy CreekBlackberry C reek B la ck b e rry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R ock C reek Blackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeGalena F o x Veterans Ament RiverEldamain Corneils Ke n n e d y Mill AshleyMinklerLegion Baseline Van Emmon Concord BlockSpring DicksonHighpointMain Cannonball FieldsGordon Popl arTu ma ImmanuelPa v illi o n Troon SundownG ra n d eAshe SchoolhouseFaxon BeecherJohnKlatt Bristol Ridge CountryGates Foli Tuscany PenmanKellerPrescottCenter Hilltop Park R eservat ion McHugh Budd AudreyJeterAdam Alice Ho f f man RickardSchaefer St a g e c o a c h Somonauk Bertram Bristol Bay Erica EdwardMcLel l anA la n D ale Countryside LisbonBenjaminKristenWrenFoster Parkside Orange WillowStateBerrywood MitchelTeriOmahaKendall SimonDeerAldenGame FarmManchester Heartland Ha y d e n FreemontL illia nRosenwinkel Oak CreekBoombahCarey Walnut MapleRiverside US Route #34 Or chi d Lakewood CreekAutumn Creek Ha mp t o n CrimsonSumac Elm KingAndrew MatlockFor dBig Bend US Route 34 Providence HillsideAvalon HartfieldLibertyWackerKe l l y Bar ber r ySutton Parkway HeustisFairfieldWashington Country Hills Julie R a i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronRavineMargaret StacyRyanWi n g Riva RidgeBristolFairhaven Secretariat Blackberry Shore BruellBeaver MarketviewBrian Green Briar Whitekirk Riley MayOsbronCarly Prairie CrossingF o x t a i lLynnCaliendo JusticeRobertKi n g s mi llQui nsey MorganPratt El denJenna SunsetDobbins Highview NorthlandLaurenGrape VineChurchTallgrass Walsh White RoseMcMurtrie JasonWat er par k Homestead AdrianMad e line Lewis B lu e s t e m FairfaxBaileyK a t e RebeccaGraceHolly RoodVenetian Pleasure Colonial Madison NawakwaDanielleDillon Savoy PlumWoodview Thunder GulchJacob BurrCryderHunt SycamoreTwi nl eafCaledonia ColtonHighland High RidgeOak Pecos I dent aPurcell LarkspurBanburyLeisure Whi te OakSeeley Redbud IroquoisShauna Landmark Titus Cypress GriffinSearlBlaine EmilyAlexisHeather RichmondCanyonSchmidtWest onSi e n n a Bernadette Ponderosa FarmSl a t e Windett RidgeMi ll B r o o k H a n b ury Clearwater Timber CreekC h a r le s Olive ThomasPine Ridge M unson Rose HillCrossHillcrest Conover KentshireCrooked CreekWi ndhamHaz el t i ne Wolf L e g n er MillraceL a v e n d e r Whirlaway Fox Gl en Elizabeth Anna Maria G e n e v a BadgerAcornGarden ArtesianCla r id g e Cottonwood BirchwoodNorth H id e a wa y CotswoldGreenf iel dGardiner Royal Oaks LehmanE m erald AsterNo r way Li nden Deere Crossing GroveSouth Gilda Taus Ru b y EllsworthBarrett Squi r e EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Lyman Gawne Frances Astor Boyer Y o r k ville BisselCranston Mayf i el d Shadow Creek BradyAmerican Commercial WarblerLong GroveBonnie Pensacola G olde nr o d BurnettJuanita Sage Chally Deerpath River Wood Prairie Grass ConstitutionTremontJonathanGeorgeanna MarketplaceC a n a r y He n n i n g T h orn hill Wythe Oaklawn W Kendal l Dr Cl ov e r D e erp ointWooden BridgeRena Ridge IlliniPinewoodOlsen KathleenGarritanoInge m unson HobbsLyncl i ffDivisionMonarchosIndependence Prai ri e RoseFreedomHarrison Christy Col eColumbiaWalter Preston LongviewMui r f i el dBr ooksi de Honeysuckle Deames Hawk HollowC o n s e r v a t io n C all a n d e r Shetland Country Vie wMartin Wood Sage Strawberry S u n n y D e llS ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Red Tail HickoryBuchanan WoodworthDolph HillsboroPrairie Pointe WorsleySummerwindRiver Birch Hydraulic A n d r e a WoodlandAuburnP i n e ColumbinePat r i ci aBrighton Oaks CardinalPo p e OakwoodCe n t r a l Ti mb e r Vi e w KylaTowerDydyna Naden SprucePalmerAmanda Et helJul i usCl a r e mo n tWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l C i r R e h b e h n JohnsonMulhern MeadowwoodIndian CliffsBat or Tomasik Evans Laurel River Oaks PhelpsWinchesterNorton SavannaDrayton Powers Wint er t hur PatriotFl i nt Cr ee Regal Oak Appletree CobaltAllegianceShoegerCandleberryOwen Silver City AustinWellsLakewood SpringsQuantockBig RockMerl otMaddenAar on TimberBuckt hor n Mapl e John Bri stol WillowStateFaxon St a g e c o a c h Highpoint HartfieldCenter AndrewCrimson St a g e c o a ch Wa l n u t Oa k LisbonC o n c o r d F a i r f a x F o x PenmanSchmidtHydraulicCole Rebecca MainAshleyMillRi v e r Wo o d Di c k s o n Beecher River WoodPark S c h o ol h o u s e RidgeMitchel CanyonMc HughParkSchoolhouse Emerald Faxon BeecherJeterPrairie CrossingP a r k McHughMorganSt agecoach MainDATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 CURRENT SURFACE RANK.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 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\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Current Overall Condition Gravel Road Binder Only 10-39 Very Poor 40-59 Poor 60-69 Fair 70-79 Good 80-89 Very Good 90-100 Excellent H ollen back Creek Hol l enback CreekSleepy HollowWalker HelmarHollenbackStagecoach Walker CURRENT OVERALL CONDITION (BASE AND SURFACE) Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekF o x R i v e r Mid dle A u x S a ble C ree k Rob Roy CreekBlackberry C reek B la ck b erry C reek Fox RiverB l a c k b e r r y C r e e k Blackberry Creek Fox RiverBig Rock CreekB ig R ock C reekBlackberry CreekM organ C reekMiddle Aux Sable Creek F o x R iv e r Fox RiverBridgeGalena F o x Veterans Ament Ri verEldamain Corneils Mill Kennedy AshleyMinklerLegion Baseline Van Emmon Concord BlockSpring DicksonHighpointMain Cannonball FieldsGordon Popl arTu ma McHughImmanuelPav illi o nTroon SundownG ra n d eAshe SchoolhouseBeecherFaxon Country John Bristol Ridge Klatt Gates Foli TuscanyPrescott KellerCenter Reservation Hilltop Park PenmanAudreyJeterBudd Adam Alice RickardHof f ma n Schaefer Somonauk St a g e c o a c h Bertram Bristol Bay Erica EdwardMcLellanA la n D ale Countryside BenjaminKristenWrenFoster Parkside Orange WillowBerrywood StateOmahaTeriMitchelKendall SimonDeerLisbonAldenGame FarmManchester Heartland Hayden FreemontLillianRosenwinkel Oak CreekBoombahCareyLakewood CreekWalnut MapleRiverside Au t u m n Cre e k Ha mp t o n OrchidCrimsonUS Route #34 Sumac US Route 34 Elm Andrew KingMatlockBig Bend For dProvidence HillsideAvalon HartfieldLibertyWackerB a r b e r r y Ke l l y Sutton Parkway HeustisFairfieldWashington C ountry Hills Julie Ra i n t r e e Coral Cummins Patterson RonhillWestWestern CoachWinding CreekIsabelOld GloryJackson Lilac PatronMargaret RavineStacyRyanRiva RidgeWi n g Fairhaven BristolSecretariat Blackberry Shore BruellMarketviewBeaver Brian Green Briar Whitekirk Riley MayOsbronPrairie CrossingCarly F o x t a i l Lynn C a lie n d o JusticeRobertKi n g s mi llQui nsey MorganPratt El denJenna SunsetDobbins Highview NorthlandTallgrassGrape VineLaurenChurchWhite RoseWalsh Mc Mu r t r ie JasonWat er par k Homestead Ma d e line AdrianBl u e s t e m Lewis FairfaxBaileyRebeccaKa t e GraceHolly RoodVenetian Pleasure Colonial NawakwaMadison GriffinDanielleDillon Savoy Woodview PlumThunder GulchJacob CryderBurrSycamoreHunt Twi nl eafCaledonia ColtonHighland High RidgePecos I dent aOak Purcell LarkspurBanburyLeisure Whi t e OakSeeley IroquoisRedbud PrairieShauna Landmark Titus Cypress SearlBlaine EmilyAlexisHeather Ri chmondCanyonSchmidtWest onSi enna Bernadette Ponderosa Far mWindett RidgeSl a t e Mi ll Br o o k H a n b ury Timber CreekClearwater Ch a r le s Olive ThomasPine Ridge M unson Rose HillCrossHillcrest Conover Kent shi r eCrooked CreekWin dhamHaz el t i ne L e g n e r Wolf MillraceWhirlaway Fox Gl en Elizabeth Anna Maria G e n e v a BoomerBadgerAcornGarden ArtesianCottonwood Cla rid g e BirchwoodRoxburyH id e a wa y CotswoldNorth Gr eenf iel dGardiner Royal Oaks LehmanE m e r a l d AsterNo r wa y Deere Crossing GroveSouth Gilda T a u s Ru b y EllsworthBarrett Squi r e EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Lyman Gawne Frances Astor Boyer Y or k ville CranstonBissel Shadow Creek Commercial American BradyWarblerLong GrovePensacola Bonnie HearthstoneBurnettS a g e L e n o x Chally Deerpath HeatherwoodNeola River Wood Prairie Grass ConstitutionWilliam Midnght TremontJonathanGeorgeanna MarketplaceCanaryHe n n i n g T hornhill Wythe Oaklawn W Kendal l Dr M o ntclaire Cl ov e r D e erp ointWooden BridgeRena RidgePinewood Illini Olsen Kathleen HubbardGarritanoIn g e mu n s o n Wi n t e rbe rry LyncliffHobbsIndependence MonarchosDivisionPrai ri e RoseFreedomHarrison Christy ColumbiaCol eWalter Preston LongviewBr ooksi de CatalpaMui rf i el dDeames Hawk HollowC o n s e r v a t i o n C all a n d e r Shetland Count r y Vi ewWood Sage Martin Strawberry S u n n y De llS ara v a n o s Sir BartonGillespie Vi l l age Vi ewWilsonBirch Re d Tail HickoryBuchanan WoodworthDolph HillsboroPrairie Pointe WorsleySummerwindRiver Birch Lakeview Hydraulic JenniferA n d r e a WoodlandAuburnColumbineP in e Pat r i ci aBrighton Oaks Fir CardinalPo p e SandersOakwoodTi mb e r Vi e w CornellCe n t r a l TowerDydyna Naden Me a d o wl a r kSprucePalmerAmanda Cl a r e mo n t Et helJul i usWestwind DoverCedar Cody Coral berryGains BellColony Ke n d a l l Ci r R e h b e h n JohnsonMulhern Indian CliffsBat or Blackberry Tomasik Evans Meadowview Laurel River Oaks PhelpsWinchesterNorton SavannaDrayton Powers Wint er t hur PatriotF ar m ste a d Fli nt Cr ee Regal Oak Appletree CobaltAllegianceShoegerMurfield CandleberryOwen Silver City AustinWellsLakewood SpringsQuantockBig RockMerl otMaddenAar on TimberSt AnnesBuckthor n Sheridan AshleyF o x Faxon FairfaxHartfieldWillowRiver WoodMitchelFaxon MainPrairie CrossingMainCanyon BeecherDi c k s o n Hydraulic LisbonRebecca St agecoach JohnSchmidt Rebecca McHughP a r k Emerald OakMartin Highpoint Ridge Cr ims o n S t a g e c o a c h Wa l n u t Center C o n c o r d JeterParkS c h o ol h o u s e Bri stol MillConcord Ri v e r Woo d Schoolhouse Beecher St a geco a ch Mapl e M organ Park PenmanState AndrewMainColePAVING HISTORY 2012-2018 DATE: PROJECT NO.: FILE: BY: OCTOBER 2018 YO1815-C YO1815 PAVING HISTORY 2012-2018.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2018 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\2018\YO1815 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Legend Year of Improvement 2012 2013 2014 2015 2016 2017 2018 IMS Infrastructure Management Services Page: 1 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ABERDEEN CT WHITEKIRK LN NORTH END 91 80 100 87 Flexible0001-001 91 80 100 87Average: Std. Dev. 0 0 0 0 ADAMS ST W RIDGE ST W MADISON ST 82 81 100 64 Flexible0002-001 ADAMS ST W MADISON ST W VAN EMMON ST 84 88 100 63 Flexible0002-002 ADAMS ST W VAN EMMON ST W HYDRAULIC AVE 86 91 100 65 Flexible0002-003 84 87 100 64Average: Std. Dev. 2 5 0 1 ADRIAN ST BLAINE ST W DOLPH ST 91 85 100 83 Flexible0003-001 91 85 100 83Average: Std. Dev. 0 0 0 0 ADRIAN ST W DOLPH ST W ORANGE ST 91 82 100 87 Flexible0003-002 ADRIAN ST W ORANGE ST W WASHINGTON ST 91 80 100 87 Flexible0003-003 91 81 100 87Average: Std. Dev. 0 0 0 0 ALAN DALE LN RED TAIL CT DENISE CT 87 85 100 72 Flexible0004-001 ALAN DALE LN DENISE CT YELLOWSTONE LN 83 85 100 64 Flexible0004-002 ALAN DALE LN YELLOWSTONE LN ALICE AVE 84 90 100 61 Flexible0004-003 85 86 100 67Average: Std. Dev. 2 2 0 6 ALAN DALE LN ALICE AVE SUMAC DR 92 88 100 82 Flexible0004-004 ALAN DALE LN SUMAC DR REDBUD DR 94 87 100 88 Flexible0004-005 ALAN DALE LN REDBUD DR DS@660N REDBUD DR 90 79 100 87 Flexible0004-006 92 83 100 86Average: Std. Dev. 3 5 0 2 ALAN DALE LN DS@660N REDBUD DR HONEYSUCKLE LN 95 87 100 90 Flexible0004-007 ALAN DALE LN HONEYSUCKLE LN TWINLEAF TRL 93 85 100 89 Flexible0004-008 ALAN DALE LN TWINLEAF TRL WINTERBERRY DR 93 85 100 89 Flexible0004-009 ALAN DALE LN WINTERBERRY DR FAXON RD 93 85 100 89 Flexible0004-010 ALAN DALE LN FAXON RD DS@660N FAXON RD 93 84 100 88 Flexible0004-011 ALAN DALE LN DS@660N FAXON RD MCMURTRIE WAY 95 91 100 86 Flexible0004-012 93 85 100 89Average: Std. Dev. 1 2 0 1 ALDEN AVE OLD GLORY DR HENNING LN 84 80 100 70 Flexible0005-001 ALDEN AVE HENNING LN AMOS AVE 82 79 100 65 Flexible0005-002 ALDEN AVE AMOS AVE ROOD ST 82 84 100 61 Flexible0005-003 ALDEN AVE ROOD ST MCLELLAN BLVD 76 77 100 53 Flexible0005-004 82 81 100 64Average: Std. Dev. 2 3 0 7 Page: 1Overview Pavement Condition Report IMS Infrastructure Management Services Page: 2 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ALICE AVE CANNONBALL TRL DS@660W CANNONBALL TRL 80 91 100 50 Flexible0006-001 ALICE AVE DS@660W CANNONBALL TRL ALAN DALE LN 80 100 100 39 Flexible0006-002 ALICE AVE ALAN DALE LN DS@660W ALAN DALE LN 85 85 100 67 Flexible0006-003 ALICE AVE DS@660W ALAN DALE LN FAXON RD 87 91 100 66 Flexible0006-004 83 91 100 58Average: Std. Dev. 4 4 0 11 ALLEGIANCE CROSSING MILL RD SEELEY ST 83 84 100 63 Flexible0007-001 83 84 100 63Average: Std. Dev. 0 0 0 0 AMERICAN WAY GRANDE TRL DS@660S GRANDE TRL 75 84 100 43 Flexible0008-001 AMERICAN WAY DS@660S GRANDE TRL SOUTH END 76 88 100 41 Flexible0008-002 75 85 100 42Average: Std. Dev. 0 0 0 0 AMOS AVE ALDEN AVE OLD GLORY DR 76 61 100 68 Flexible0009-001 76 61 100 68Average: Std. Dev. 0 0 0 0 ANDERSON CT W KENDALL DR NORTH END 96 93 100 87 Flexible0010-001 96 93 100 87Average: Std. Dev. 0 0 0 0 ANDREA CT OVERLOOK CT EAST END 90 91 100 75 Flexible0011-001 90 91 100 75Average: Std. Dev. 0 0 0 0 APPLETREE CT N BRIDGE ST WEST END 80 61 100 80 Flexible0012-001 80 61 100 80Average: Std. Dev. 0 0 0 0 ARROWHEAD DR HEARTLAND DR WACKER DR 87 90 100 69 Flexible0013-001 ARROWHEAD DR WACKER DR STILLWATER CT 85 84 100 70 Flexible0013-002 ARROWHEAD DR STILLWATER CT HOMESTEAD DR 87 85 100 74 Flexible0013-003 87 87 100 71Average: Std. Dev. 1 3 0 3 ASHLEY RD SCHOOLHOUSE RD DS@660S SCHOOLHOUSE RD 92 97 100 74 Flexible0014-001 ASHLEY RD DS@660S SCHOOLHOUSE RD DS@1320S SCHOOLHOUSE RD 88 90 100 71 Flexible0014-002 Page: 2Overview Pavement Condition Report IMS Infrastructure Management Services Page: 3 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ASHLEY RD DS@1320S SCHOOLHOUSE RD DS@1980S SCHOOLHOUSE RD 92 94 100 77 Flexible0014-003 ASHLEY RD DS@1980S SCHOOLHOUSE RD CITY LIMIT 94 100 100 75 Flexible0014-004 91 95 100 74Average: Std. Dev. 2 4 0 3 ASPEN LN JOHN ST DS@660W JOHN ST 83 77 100 70 Flexible0016-001 ASPEN LN DS@660W JOHN ST DS@1320W JOHN ST 82 72 100 73 Flexible0016-002 ASPEN LN DS@1320W JOHN ST JOHN ST 78 69 100 67 Flexible0016-003 81 73 100 70Average: Std. Dev. 2 4 0 3 ASTER DR WALSH CIR DS@660S WALSH CIR 81 67 100 76 Flexible0017-001 ASTER DR DS@660S WALSH CIR WALSH CIR 81 75 100 68 Flexible0017-002 81 69 100 74Average: Std. Dev. 0 0 0 0 AUBURN DR E SPRING ST OMAHA DR 90 87 100 78 Flexible0018-001 90 87 100 78Average: Std. Dev. 0 0 0 0 AUTUMN CREEK BLVD VETERANS PKWY LAVENDER WAY 97 100 100 84 Flexible0019-001 97 100 100 84Average: Std. Dev. 0 0 0 0 AUTUMN CREEK BLVD LAVENDER WAY SIENNA DR 93 93 100 80 Flexible0019-002 AUTUMN CREEK BLVD SIENNA DR ORCHID ST 92 100 100 70 Flexible0019-003 AUTUMN CREEK BLVD ORCHID ST CORAL DR 87 93 100 65 Flexible0019-004 AUTUMN CREEK BLVD CORAL DR CRIMSON LN 89 91 100 71 Flexible0019-005 AUTUMN CREEK BLVD CRIMSON LN DS@660N CRIMSON LN 92 97 100 73 Flexible0019-006 91 95 100 72Average: Std. Dev. 2 3 0 4 AUTUMN CREEK BLVD DS@660N CRIMSON LN DS@1320N CRIMSON LN 90 85 100 81 Flexible0019-007 AUTUMN CREEK BLVD DS@1320N CRIMSON LN PRAIRE GRASS LN 96 91 100 89 Flexible0019-008 AUTUMN CREEK BLVD PRAIRE GRASS LN DS@660N PRAIRE GRASS LN 96 91 100 90 Flexible0019-009 AUTUMN CREEK BLVD DS@660N PRAIRE GRASS LN KENNEDY RD 100 99 100 91 Flexible0019-010 Page: 3Overview Pavement Condition Report IMS Infrastructure Management Services Page: 4 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 94 90 100 87Average: Std. Dev. 4 5 0 6 BADGER ST WOLF ST DS@660N WOLF ST 89 88 100 74 Flexible0020-001 89 88 100 74Average: Std. Dev. 0 0 0 0 BADGER ST DS@660N WOLF ST BEAVER ST 88 92 100 69 Flexible0021-001 88 92 100 69Average: Std. Dev. 0 0 0 0 BAILEY RD MILL RD BERESFORD DR 72 58 100 61 Flexible0022-001 BAILEY RD BERESFORD DR BISSEL DR 72 71 100 48 Flexible0022-002 BAILEY RD BISSEL DR KENNEDY RD 75 79 100 48 Flexible0022-003 73 73 100 50Average: Std. Dev. 2 7 0 4 BALTRUSOL CT KINGSMILL ST WEST END 92 94 100 76 Flexible0023-001 92 94 100 76Average: Std. Dev. 0 0 0 0 BANBURY AVE KINGSMILL ST DS@660N KINGSMILL ST 93 99 100 74 Flexible0024-001 BANBURY AVE DS@660N KINGSMILL ST HAZENLTINE WAY 91 94 100 74 Flexible0024-002 92 97 100 74Average: Std. Dev. 0 0 0 0 BARBERRY CIR E WALSH DR DS@660S WALSH DR 86 85 100 70 Flexible0127-001 BARBERRY CIR E DS@660S WALSH DR DS@1320S WALSH DR 87 93 100 64 Flexible0127-002 BARBERRY CIR E DS@1320S WALSH DR WALSH DR 89 87 100 75 Flexible0127-003 87 89 100 69Average: Std. Dev. 1 5 0 5 BARBERRY CIR W WALSH DR DS@660S WALSH DR 80 77 100 63 Flexible0374-001 BARBERRY CIR W DS@660S WALSH DR DS@1320S WALSH DR 82 83 100 61 Flexible0374-002 BARBERRY CIR W DS@1320S WALSH DR WALSH DR 84 94 100 56 Flexible0374-003 82 84 100 60Average: Std. Dev. 2 8 0 4 BASELINE RD N BRIDGE ST DS@660W N BRIDGE ST 78 92 100 44 Flexible0025-001 BASELINE RD DS@660W N BRIDGE ST DS@1320W N BRIDGE ST 77 87 100 46 Flexible0025-002 BASELINE RD DS@1320W N BRIDGE CITY LIMIT 80 92 100 47 Flexible0025-003 Page: 4Overview Pavement Condition Report IMS Infrastructure Management Services Page: 5 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 78 90 100 45Average: Std. Dev. 1 3 0 1 BASELINE RD CITY LIMIT DS@660W CITY LIMIT 80 96 100 45 Flexible0026-001 BASELINE RD DS@660W CITY LIMIT DS@1320W CITY LIMIT 72 66 100 54 Flexible0026-002 BASELINE RD DS@1320W CITY LIMIT DS@1980W CITY LIMIT 80 100 100 41 Flexible0026-003 BASELINE RD DS@1980W CITY LIMIT DS@2640W CITY LIMIT 61 63 100 29 Flexible0026-004 BASELINE RD DS@2640W CITY LIMIT DS@3300W CITY LIMIT 54 44 100 29 Flexible0026-005 69 74 100 40Average: Std. Dev.12 24 0 11 BASELINE RD DS@3300W CITY LIMIT DS@3960W CITY LIMIT 57 44 100 37 Flexible0026-006 BASELINE RD DS@3960W CITY LIMIT DS@4620W CITY LIMIT 58 44 100 41 Flexible0026-007 BASELINE RD DS@4620W CITY LIMIT DS@5280W CITY LIMIT 58 44 100 39 Flexible0026-008 BASELINE RD DS@5280W CITY LIMIT CITY LIMIT 60 44 100 46 Flexible0026-009 58 44 100 40Average: Std. Dev. 1 0 0 3 BATOR ST BENJAMIN ST EAST END 91 88 100 80 Flexible0445-001 91 88 100 80Average: Std. Dev. 0 0 0 0 BEAVER ST S BRIDGE ST DS@660E S BRIDGE ST 91 100 100 68 Flexible0027-001 BEAVER ST DS@660E S BRIDGE ST BADGER ST 88 91 100 70 Flexible0027-002 BEAVER ST BADGER ST DEER ST 74 88 100 37 Flexible0027-003 83 94 100 55Average: Std. Dev.11 8 0 21 BEECHER RD CITY LIMIT DS@660S CITY LIMIT 80 59 100 82 Flexible0028-001 BEECHER RD DS@660S CITY LIMIT CITY LIMIT 93 94 100 78 Flexible0028-002 BEECHER RD CITY LIMIT CORNEILS RD 91 88 100 81 Flexible0028-003 88 80 100 80Average: Std. Dev. 9 24 0 3 BEECHER RD CORNEILS RD DS@660S CORNEILS RD 93 86 100 87 Flexible0028-004 BEECHER RD DS@660S CORNEILS RD DS@1320S CORNEILS RD 93 82 100 91 Flexible0028-005 BEECHER RD DS@1320S CORNEILS CITY LIMIT 88 69 100 91 Flexible0028-006 Page: 5Overview Pavement Condition Report IMS Infrastructure Management Services Page: 6 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # RD 92 81 100 90Average: Std. Dev. 2 7 0 3 BEECHER RD JOHN ST DS@660N JOHN ST 89 91 100 72 Flexible0029-001 BEECHER RD DS@660N JOHN ST JOHN ST 85 87 100 66 Flexible0029-001 BEECHER RD DS@660N JOHN ST VETERANS PKWY 93 94 100 80 Flexible0029-002 BEECHER RD VETERANS PKWY DS@660N JOHN ST 93 100 100 73 Flexible0029-002 89 92 100 72Average: Std. Dev. 4 5 0 5 BEECHER RD N VETERANS PKWY DS@660N VETERANS PKWY 95 100 100 78 Flexible0262-001 BEECHER RD N DS@660N VETERANS PKWY VETERANS PKWY 95 100 100 79 Flexible0262-001 BEECHER RD N DS@660N VETERANS PKWY DS@1320N VETERANS PKWY 94 100 100 75 Flexible0262-002 BEECHER RD N DS@1320N VETERANS PKWY DS@660N VETERANS PKWY 91 94 100 75 Flexible0262-002 BEECHER RD N DS@1320N VETERANS PKWY GILLESPIE LN 93 96 100 78 Flexible0262-003 BEECHER RD N GILLESPIE LN DS@1320N VETERANS PKWY 92 93 100 78 Flexible0262-003 93 97 100 77Average: Std. Dev. 2 3 0 2 BEECHER ST W STATE ST S MAIN ST 97 100 100 83 Flexible0375-001 97 100 100 83Average: Std. Dev. 0 0 0 0 BEHRENS ST JOHNSON ST OAKWOOD ST 89 76 100 87 Flexible0030-001 89 76 100 87Average: Std. Dev. 0 0 0 0 BELL ST E FOX ST NORTH END 77 93 100 39 Flexible0031-001 77 93 100 39Average: Std. Dev. 0 0 0 0 BENJAMIN ST VANEMMON ST E DS@660S VANEMMON ST E 91 84 100 83 Flexible0440-001 BENJAMIN ST DS@660S VANEMMON ST E BUHMASTER CT 91 80 100 88 Flexible0440-002 BENJAMIN ST BUHMASTER CT TOMASK CT 93 88 100 84 Flexible0440-003 BENJAMIN ST TOMASK CT RODAK ST 94 90 100 86 Flexible0440-004 BENJAMIN ST RODAK ST DS@660S RODAK ST 93 86 100 86 Flexible0440-005 BENJAMIN ST DS@660S RODAK ST DYDYNA CT 93 86 100 87 Flexible0440-006 BENJAMIN ST DYDYNA CT BATOR CT 93 90 100 84 Flexible0440-007 BENJAMIN ST BATOR CT SOUTH END 89 84 100 78 Flexible0440-008 Page: 6Overview Pavement Condition Report IMS Infrastructure Management Services Page: 7 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 86 100 85Average: Std. Dev. 1 2 0 3 BERESFORD DR BIG ROCK BLVD BISSEL DR 74 85 100 41 Flexible0032-001 BERESFORD DR BISSEL DR BAILEY RD 76 84 100 46 Flexible0032-002 75 85 100 43Average: Std. Dev. 0 0 0 0 BERRYWOOD LN MATLOCK DR DS@660E MATLOCK DR 78 79 100 55 Flexible0033-001 BERRYWOOD LN DS@660E MATLOCK DR LEHMAN CROSSING 83 87 100 60 Flexible0033-002 BERRYWOOD LN LEHMAN CROSSING SEELEY ST 77 81 100 51 Flexible0033-003 BERRYWOOD LN SEELEY ST DS@660E SEELEY ST 75 80 100 47 Flexible0033-004 BERRYWOOD LN DS@660E SEELEY ST SEELEY ST 74 79 100 46 Flexible0033-005 BERRYWOOD LN SEELEY ST CITY LIMIT 75 84 100 43 Flexible0033-006 77 81 100 51Average: Std. Dev. 3 3 0 6 BERTRAM DR WEST END WINCHESTER LN 88 94 100 66 Flexible0034-001 BERTRAM DR WINCHESTER LN DS@660E WINCHESTER LN 83 82 100 66 Flexible0034-002 BERTRAM DR DS@660E WINCHESTER LN MARQUETTE ST 83 79 100 70 Flexible0034-003 BERTRAM DR MARQUETTE ST ROSENWINKEL ST 85 84 100 68 Flexible0034-004 BERTRAM DR ROSENWINKEL ST TAMPA DR 88 84 100 76 Flexible0034-005 BERTRAM DR TAMPA DR GARDINER AVE 86 81 100 74 Flexible0034-006 BERTRAM DR GARDINER AVE HARRISON ST 83 75 100 72 Flexible0034-007 BERTRAM DR HARRISON ST SARASOTA AVE 84 77 100 73 Flexible0034-008 BERTRAM DR SARASOTA AVE DS@660E SARASOTA AVE 91 88 100 79 Flexible0034-009 BERTRAM DR DS@660E SARASOTA AVE GARDINER AVE 96 100 100 81 Flexible0034-010 BERTRAM DR GARDINER AVE BRISTOL BAY DR 88 80 100 80 Flexible0034-011 86 83 100 73Average: Std. Dev. 4 5 0 7 BIG ROCK BLVD MILL RD BERESFORD DR 83 90 100 57 Flexible0035-001 83 90 100 57Average: Std. Dev. 0 0 0 0 BIRCHWOOD DR SPRING ST DS@660N SPRING ST 87 84 100 73 Flexible0036-001 87 84 100 73Average: Std. Dev. 0 0 0 0 BIRCHWOOD DR DS@660N SPRING ST BLUEJAY DR 85 81 100 72 Flexible0037-001 85 81 100 72Average: Std. Dev. 0 0 0 0 BIRCHWOOD DR BLUEJAY DR E SPRING ST 84 77 100 74 Flexible0038-001 Page: 7Overview Pavement Condition Report IMS Infrastructure Management Services Page: 8 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 84 77 100 74Average: Std. Dev. 0 0 0 0 BISCAYNE LN PENSACOLA ST SOUTH END 90 85 100 80 Flexible0039-001 90 85 100 80Average: Std. Dev. 0 0 0 0 BISSEL DR BERESFORD DR DS@440S BERESFORD DR 80 84 100 55 Flexible0040-001 80 84 100 55Average: Std. Dev. 0 0 0 0 BISSEL DR DS@440S BERESFORD DR BAILEY RD 82 85 100 60 Flexible0041-001 82 85 100 60Average: Std. Dev. 0 0 0 0 BLACKBERRY CT W BLACKBERRY LN SOUTH END 94 93 100 83 Flexible0042-001 94 93 100 83Average: Std. Dev. 0 0 0 0 BLACKBERRY LN E EAST END W BLACKBERRY LN 92 85 100 85 Flexible0128-001 92 85 100 85Average: Std. Dev. 0 0 0 0 BLACKBERRY LN W CENTER PKWY BLACKBERRY CT 91 86 100 83 Flexible0376-001 BLACKBERRY LN W BLACKBERRY CT WEST END 93 88 100 85 Flexible0376-002 92 87 100 84Average: Std. Dev. 0 0 0 0 BLACKBERRY SHORE LN WEST END DS@660E WEST END 93 85 100 88 Flexible0043-001 BLACKBERRY SHORE LN DS@660E WEST END DS@1320E WEST END 92 80 100 91 Flexible0043-002 BLACKBERRY SHORE LN DS@1320E WEST END HIGH RIDGE LN 93 82 100 91 Flexible0043-003 BLACKBERRY SHORE LN HIGH RIDGE LN DS@660E HIGH RIDGE LN 97 93 100 90 Flexible0043-004 BLACKBERRY SHORE LN DS@660E HIGH RIDGE LN DS@1320E HIGH RIDGE LN 93 84 100 90 Flexible0043-005 BLACKBERRY SHORE LN DS@1320E HIGH RIDGE LN NORTHLAND LN 94 87 100 88 Flexible0043-006 94 85 100 90Average: Std. Dev. 2 6 0 1 BLACKBERRY SHORE LN NORTHLAND LN EDWARD LN 90 93 100 72 Flexible0043-007 BLACKBERRY SHORE LN EDWARD LN CANNONBALL TRL 95 100 100 77 Flexible0043-008 Page: 8Overview Pavement Condition Report IMS Infrastructure Management Services Page: 9 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 95 100 74Average: Std. Dev. 0 0 0 0 BLACKHAWK BLVD E MILL BROOK CIR GALENA RD 90 94 100 73 Flexible0044-001 90 94 100 73Average: Std. Dev. 0 0 0 0 BLAINE ST STATE ST ADRIAN ST 92 86 100 85 Flexible0045-001 BLAINE ST ADRIAN ST MORGAN ST 92 84 100 86 Flexible0045-002 BLAINE ST MORGAN ST WEST END 89 77 100 85 Flexible0045-003 91 82 100 85Average: Std. Dev. 2 5 0 1 BLUEBIRD LN HAMPTON LN CANARY AVE 82 80 100 66 Flexible0047-001 BLUEBIRD LN CANARY AVE PRAIRIE CROSSING DR 84 88 100 63 Flexible0047-002 83 83 100 65Average: Std. Dev. 0 0 0 0 BLUEJAY DR TAUS CIR BIRCHWOOD DR 93 96 100 78 Flexible0048-001 93 96 100 78Average: Std. Dev. 0 0 0 0 BLUESTEM DR HAYDEN DR SWITCHGRASS LN 85 83 100 71 Flexible0049-001 BLUESTEM DR SWITCHGRASS LN PRAIRIE MEADOWS DR 87 88 100 69 Flexible0049-002 BLUESTEM DR PRAIRIE MEADOWS DR PRAIRIE ROSE LN 84 87 100 63 Flexible0049-003 BLUESTEM DR PRAIRIE ROSE LN WILD INDIGO LN 85 87 100 65 Flexible0049-004 BLUESTEM DR WILD INDIGO LN MCHUGH RD 89 96 100 67 Flexible0049-005 86 88 100 67Average: Std. Dev. 2 5 0 3 BOOMER LN CANNONBALL TRL FAIRHAVEN DR 91 96 100 71 Flexible0050-001 BOOMER LN FAIRHAVEN DR SWANSON LN 83 82 100 65 Flexible0050-002 88 91 100 69Average: Std. Dev. 0 0 0 0 BOOMER LN SWANSON LN SOUTH END 82 73 100 73 Flexible0050-003 82 73 100 73Average: Std. Dev. 0 0 0 0 BRADY ST CROOKER DR SHOEGER DR 83 87 100 63 Flexible0051-001 83 87 100 63Average: Std. Dev. 0 0 0 0 BRISTOL AVE E SOMONAUK ST E PARK ST 91 82 100 85 Flexible0053-001 BRISTOL AVE E PARK ST DS@660N E PARK ST 97 96 100 87 Flexible0053-002 Page: 9Overview Pavement Condition Report IMS Infrastructure Management Services Page: 10 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BRISTOL AVE DS@660N E PARK ST JACKSON ST 100 100 100 90 Flexible0053-003 BRISTOL AVE JACKSON ST NORTH END 95 90 100 87 Flexible0053-004 95 91 100 87Average: Std. Dev. 3 8 0 1 BRISTOL BAY DR CITY LIMIT DS@660W CITY LIMIT 90 88 100 78 Flexible0054-001 BRISTOL BAY DR DS@660W CITY LIMIT BERTRAM DR 87 87 100 72 Flexible0054-002 BRISTOL BAY DR BERTRAM DR PLYMOUTH AVE 88 91 100 69 Flexible0054-003 BRISTOL BAY DR PLYMOUTH AVE DS@660W PLYMOUTH AVE 87 85 100 72 Flexible0054-004 BRISTOL BAY DR DS@660W PLYMOUTH AVE ROSENWINKEL ST 85 85 100 69 Flexible0054-005 BRISTOL BAY DR ROSENWINKEL ST BURNETT ST 85 85 100 68 Flexible0054-006 BRISTOL BAY DR BURNETT ST HALF MOON DR 86 87 100 69 Flexible0054-007 BRISTOL BAY DR HALF MOON DR GARRITANO ST 83 79 100 69 Flexible0054-008 BRISTOL BAY DR GARRITANO ST WEST END 85 81 100 72 Flexible0054-009 86 85 100 71Average: Std. Dev. 3 4 0 4 BRISTOL RIDGE RD E VETERANS PKWY OAKLAWN AVE 97 100 100 84 Flexible0055-001 BRISTOL RIDGE RD OAKLAWN AVE DS@660N OAKLAWN AVE 90 100 100 66 Flexible0055-002 94 100 100 76Average: Std. Dev. 0 0 0 0 BRISTOL RIDGE RD DS@660N OAKLAWN AVE LINDEN AVE 90 100 100 65 Flexible0056-001 BRISTOL RIDGE RD LINDEN AVE DS@660N LINDEN AVE 90 100 100 66 Flexible0056-002 90 100 100 66Average: Std. Dev. 0 0 0 0 BRISTOL RIDGE RD DS@660N LINDEN AVE SUNSET AVE 90 100 100 66 Flexible0057-001 BRISTOL RIDGE RD SUNSET AVE DS@660N SUNSET AVE 90 100 100 66 Flexible0057-002 BRISTOL RIDGE RD DS@660N SUNSET AVE KENNEDY RD 92 100 100 70 Flexible0057-003 91 100 100 68Average: Std. Dev. 1 0 0 2 BRISTOL RIDGE RD KENNEDY RD DS@660N KENNEDY RD 90 100 100 65 Flexible0057-004 BRISTOL RIDGE RD DS@660N KENNEDY RD BRIDGE NEAR CITY LIMIT 85 100 100 52 Flexible0057-005 88 100 100 60Average: Std. Dev. 0 0 0 0 BRUELL ST E SPRING ST DS@660S E SPRING ST 92 82 100 88 Flexible0058-001 Page: 10Overview Pavement Condition Report IMS Infrastructure Management Services Page: 11 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BRUELL ST DS@660S E SPRING ST E MAIN ST 92 90 100 80 Flexible0058-002 92 83 100 87Average: Std. Dev. 0 0 0 0 BRUELL ST E MAIN ST WOODDALE DR 77 70 100 63 Flexible0058-003 77 70 100 63Average: Std. Dev. 0 0 0 0 BUCKTHORN CT WALSH DR WEST END 89 97 100 65 Flexible0059-001 89 97 100 65Average: Std. Dev. 0 0 0 0 BUDD RD W HIGHPOINT RD STAGECOACH TRAIL 92 94 100 77 Flexible0060-002 92 94 100 77Average: Std. Dev. 0 0 0 0 BUHRMASTER CT BENJAMIN ST EAST END 91 86 100 82 Flexible0443-001 91 86 100 82Average: Std. Dev. 0 0 0 0 BURNETT ST BRISTOL BAY DR MARQUETTE ST 81 72 100 70 Flexible0061-001 BURNETT ST MARQUETTE ST DS@660S MARQUETTE ST 81 66 100 76 Flexible0061-002 BURNETT ST DS@660S MARQUETTE ST MARQUETTE ST 82 71 100 75 Flexible0061-003 81 68 100 75Average: Std. Dev. 1 3 0 3 BURNING BUSH DR WALSH DR CORALBERRY CT 86 92 100 63 Flexible0062-001 BURNING BUSH DR CORALBERRY CT WEST END 87 93 100 65 Flexible0062-002 86 92 100 63Average: Std. Dev. 0 0 0 0 BURR CT BURR ST EAST END 79 69 100 69 Flexible0063-001 79 69 100 69Average: Std. Dev. 0 0 0 0 BURR ST LYMAN LOOP DS@660N LYMAN LOOP 85 74 100 79 Flexible0064-001 BURR ST DS@660N LYMAN LOOP BURR CT 84 75 100 76 Flexible0064-002 BURR ST BURR CT GRANDE TRL 79 81 100 57 Flexible0064-003 82 77 100 70Average: Std. Dev. 4 5 0 14 CALEDONIA DR CORNEILS RD RYAN CT 92 92 100 79 Flexible0065-001 Page: 11Overview Pavement Condition Report IMS Infrastructure Management Services Page: 12 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 92 100 79Average: Std. Dev. 0 0 0 0 CALEDONIA DR WHEATON AVE RYAN DR 96 96 100 85 Flexible0066-001 CALEDONIA DR RYAN DR PINEWOOD DR 98 100 100 86 Flexible0066-002 CALEDONIA DR PINEWOOD DR LAUREN DR 98 97 100 90 Flexible0066-003 97 98 100 87Average: Std. Dev. 1 2 0 3 CALLANDER TRL WHITEKIRK LN DS@660E WHITEKIRK LN 92 85 100 85 Flexible0067-001 CALLANDER TRL DS@660E WHITEKIRK LN WHITEKIRK LN 94 90 100 85 Flexible0067-002 93 88 100 85Average: Std. Dev. 0 0 0 0 CANARY AVE BLUEBIRD LN HAMPTON LN 89 85 100 79 Flexible0068-001 89 85 100 79Average: Std. Dev. 0 0 0 0 CANDLEBERRY CT CANDLEBERRY LN WEST END 96 93 100 89 Flexible0069-001 96 93 100 89Average: Std. Dev. 0 0 0 0 CANDLEBERRY LN STAGECOUCH TRAIL MEADOW ROSE LN 91 82 100 85 Flexible0070-001 CANDLEBERRY LN MEADOW ROSE LN CANDLEBERRY CT 94 88 100 87 Flexible0070-002 CANDLEBERRY LN CANDLEBERRY CT NORTH END 91 78 100 91 Flexible0070-003 92 82 100 88Average: Std. Dev. 1 4 0 4 CANNONBALL TRL N BRIDGE ST PATRICIA LN 97 100 100 83 Flexible0071-001 CANNONBALL TRL PATRICIA LN AMANDA LN 94 94 100 82 Flexible0071-002 95 96 100 82Average: Std. Dev. 0 0 0 0 CANNONBALL TRL AMANDA LN DS@660S AMANDA LN 98 100 100 87 Flexible0071-003 CANNONBALL TRL DS@660S AMANDA LN DS@1320S AMANDA LN 97 94 100 89 Flexible0071-004 CANNONBALL TRL DS@1320S AMANDA LN ALICE AVE 97 100 100 85 Flexible0071-005 CANNONBALL TRL ALICE AVE NORTON LN 99 100 100 88 Flexible0071-006 CANNONBALL TRL NORTON LN DS@660S NORTON LN 94 91 100 86 Flexible0071-007 CANNONBALL TRL DS@660S NORTON LN DS@1320S NORTON LN 96 93 100 88 Flexible0071-008 97 96 100 87Average: Std. Dev. 2 4 0 2 Page: 12Overview Pavement Condition Report IMS Infrastructure Management Services Page: 13 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CANNONBALL TRL DS@1320S NORTON LN BLACKBERRY SHORE LN 92 88 100 82 Flexible0071-009 92 88 100 82Average: Std. Dev. 0 0 0 0 CANNONBALL TRL BLACKBERRY SHORE LN DS@660S BLACKBERRY SHORE 90 96 100 69 Flexible0071-010 CANNONBALL TRL DS@660S BLACKBERRY SHORE HICKORY LN 90 96 100 70 Flexible0071-011 CANNONBALL TRL HICKORY LN DS@660S HICKORY LN 90 96 100 69 Flexible0071-012 CANNONBALL TRL DS@660S HICKORY LN W VETERANS PKWY 91 94 100 75 Flexible0071-013 90 95 100 71Average: Std. Dev. 1 1 0 4 CANNONBALL TRL W VETERANS PKWY JOHN ST 80 88 100 52 Flexible0071-014 80 88 100 52Average: Std. Dev. 0 0 0 0 CANNONBALL TRL JOHN ST INDEPENDENCE CT 90 85 100 82 Flexible0071-015 CANNONBALL TRL INDEPENDENCE CT PATRICK CT 94 90 100 85 Flexible0071-016 CANNONBALL TRL PATRICK CT N CARLY CIR 94 90 100 85 Flexible0071-017 CANNONBALL TRL N CARLY CIR PURCELL ST 92 87 100 85 Flexible0071-018 CANNONBALL TRL PURCELL ST S CARLY CIR 94 91 100 84 Flexible0071-019 CANNONBALL TRL S CARLY CIR SOUTH END 89 88 100 75 Flexible0071-020 93 89 100 84Average: Std. Dev. 2 2 0 2 CANYON TRAIL CT HIGH RIDGE LN WEST END 90 91 100 75 Flexible0072-001 90 91 100 75Average: Std. Dev. 0 0 0 0 CANYON TRL WESTERN LN DS@660E WESTERN LN 80 65 100 74 Flexible0073-001 CANYON TRL DS@660E WESTERN LN DS@1320E WESTERN LN 85 80 100 74 Flexible0073-002 CANYON TRL DS@1320E WESTERN LN HIGH RIDGE LN 91 96 100 73 Flexible0073-003 83 75 100 74Average: Std. Dev. 4 12 0 0 CARLY CIR N PURCELL ST DS@660E PURCELL ST 93 88 100 85 Flexible0263-001 93 88 100 85Average: Std. Dev. 0 0 0 0 CARLY CIR N DS@660E PURCELL ST DS@1320E PURCELL ST 93 88 100 86 Flexible0263-002 CARLY CIR N DS@1320E PURCELL CANNONBALL TRL 92 85 100 85 Flexible0263-003 Page: 13Overview Pavement Condition Report IMS Infrastructure Management Services Page: 14 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 93 87 100 86Average: Std. Dev. 0 0 0 0 CARLY CIR S CANNONBALL TRL DS@660W CANNONBALL TRL 92 84 100 86 Flexible0327-001 92 84 100 86Average: Std. Dev. 0 0 0 0 CARLY CIR S DS@660W CANNONBALL TRL PURCELL ST 96 91 100 90 Flexible0327-002 96 91 100 90Average: Std. Dev. 0 0 0 0 CARLY CT CARLY DR WEST END 91 82 100 86 Flexible0074-001 91 82 100 86Average: Std. Dev. 0 0 0 0 CARLY DR CANNONBALL TRL CARLY CT 89 79 100 84 Flexible0075-001 CARLY DR CARLY CT SOUTH END 94 90 100 85 Flexible0075-002 91 83 100 84Average: Std. Dev. 0 0 0 0 CAROLYN CT RENA LN EAST END 91 91 100 77 Flexible0076-001 91 91 100 77Average: Std. Dev. 0 0 0 0 CARPENTER ST N BRIDGE ST MARKETVIEW DR 92 100 91 76 Rigid0077-001 92 100 91 76Average: Std. Dev. 0 0 0 0 CATALPA TRL HONEYSUCKLE LN REDBUD DR 89 76 100 88 Flexible0078-001 89 76 100 88Average: Std. Dev. 0 0 0 0 CAULFIELD PT KENTSHIRE DR SOUTH END 95 94 100 83 Flexible0079-001 95 94 100 83Average: Std. Dev. 0 0 0 0 CENTER PKWY W VETERANS PKWY HILLCREST AVE 86 74 100 81 Flexible0080-001 86 74 100 81Average: Std. Dev. 0 0 0 0 CENTER PKWY W VETERANS PKWY W KENDALL DR 98 100 100 86 Flexible0080-002 CENTER PKWY W KENDALL DR W VETERANS PKWY 100 100 100 90 Flexible0080-002 CENTER PKWY W KENDALL DR W COUNTRYSIDE PKWY 100 100 100 90 Flexible0080-003 CENTER PKWY W COUNTRYSIDE W KENDALL DR 99 100 100 89 Flexible0080-003 Page: 14Overview Pavement Condition Report IMS Infrastructure Management Services Page: 15 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PKWY 99 100 100 89Average: Std. Dev. 1 0 0 2 CENTER PKWY W COUNTRYSIDE PKWY W BLACKBERRY LN 98 100 100 86 Flexible0080-004 CENTER PKWY W BLACKBERRY LN STRAWBERRY LN 97 99 100 85 Flexible0080-005 CENTER PKWY STRAWBERRY LN NADEN CT 98 98 100 87 Flexible0080-006 CENTER PKWY NADEN CT W KENDALL DR 98 100 100 86 Flexible0080-007 98 99 100 86Average: Std. Dev. 0 1 0 1 CENTER ST E LIBERTY ST COLTON ST 90 94 100 71 Flexible0129-001 90 94 100 71Average: Std. Dev. 0 0 0 0 CENTER ST E COLTON ST BRIDGE RD 94 99 100 76 Flexible0129-002 94 99 100 76Average: Std. Dev. 0 0 0 0 CENTER ST W WEST END WEST ST 76 62 100 67 Flexible0377-001 76 62 100 67Average: Std. Dev. 0 0 0 0 CENTER ST W WEST ST KING ST 88 84 100 77 Flexible0377-002 CENTER ST W KING ST CHURCH ST 91 97 100 71 Flexible0377-003 CENTER ST W CHURCH ST E CENTER ST 87 93 100 65 Flexible0377-004 89 91 100 71Average: Std. Dev. 2 7 0 6 CHESHIRE CT FAIRHAVEN DR WEST END 85 87 100 66 Flexible0081-001 85 87 100 66Average: Std. Dev. 0 0 0 0 CHESTNUT CIR CHESTNUT CIR NORTH END 87 87 100 71 Flexible0082-001 87 87 100 71Average: Std. Dev. 0 0 0 0 CHESTNUT CIR CHESTNUT LN CHESTNUT CIR 90 82 100 83 Flexible0083-001 CHESTNUT CIR CHESTNUT CIR CHESTNUT LN 84 71 100 79 Flexible0083-002 87 76 100 81Average: Std. Dev. 0 0 0 0 CHESTNUT CT CHESTNUT LN SOUTH END 80 70 100 71 Flexible0084-001 80 70 100 71Average: Std. Dev. 0 0 0 0 CHESTNUT LN JOHN ST CHESTNUT CIR 85 79 100 74 Flexible0085-001 Page: 15Overview Pavement Condition Report IMS Infrastructure Management Services Page: 16 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CHESTNUT LN CHESTNUT CIR CHESTNUT CIR 91 87 100 81 Flexible0085-002 CHESTNUT LN CHESTNUT CIR SYCAMORE RD 84 76 100 75 Flexible0085-003 CHESTNUT LN SYCAMORE RD CHESTNUT CT 76 63 100 67 Flexible0085-004 CHESTNUT LN CHESTNUT CT JOHN ST 79 77 100 61 Flexible0085-005 82 76 100 70Average: Std. Dev. 8 12 0 10 CHURCH ST W SOMONAUK ST W SPRING ST 99 100 100 89 Flexible0086-001 99 100 100 89Average: Std. Dev. 0 0 0 0 CHURCH ST W SPRING ST W CENTER ST 98 100 100 87 Flexible0086-002 CHURCH ST W CENTER ST W MAIN ST 93 87 100 85 Flexible0086-003 CHURCH ST W MAIN ST W RIVER ST 85 76 100 78 Flexible0086-004 92 88 100 83Average: Std. Dev. 6 12 0 5 CLAREMONT CT WINDETT RIDGE RD WEST END 90 91 100 75 Flexible0087-001 90 91 100 75Average: Std. Dev. 0 0 0 0 CLEARWATER DR E SPRING ST DEERPATH DR 85 76 100 78 Flexible0088-001 CLEARWATER DR DEERPATH DR KATE DR 91 91 100 77 Flexible0088-002 CLEARWATER DR KATE DR OMAHA DR 82 71 100 74 Flexible0088-003 85 78 100 76Average: Std. Dev. 4 9 0 2 CLOVER CT WEST END GREENFIELD TURN 85 82 100 70 Flexible0089-001 85 82 100 70Average: Std. Dev. 0 0 0 0 COACH RD FAIRFIELD AVE WINDETT RIDGE RD 81 66 100 77 Flexible0090-004 81 66 100 77Average: Std. Dev. 0 0 0 0 COBALT DR EMERALD LN NORTH END 90 94 100 72 Flexible0091-001 90 94 100 72Average: Std. Dev. 0 0 0 0 CODY CT SOUTH END CANNONBALL TRL 90 84 100 81 Flexible0092-001 90 84 100 81Average: Std. Dev. 0 0 0 0 COLONIAL PKWY S BRIDGE ST DS@660E S BRIDGE ST 71 60 100 58 Flexible0093-001 COLONIAL PKWY DS@660E S BRIDGE ST DS@1320E S BRIDGE ST 72 63 100 58 Flexible0093-002 COLONIAL PKWY DS@1320E S BRIDGE SCHOOLHOUSE RD 87 83 100 74 Flexible0093-003 Page: 16Overview Pavement Condition Report IMS Infrastructure Management Services Page: 17 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 74 65 100 60Average: Std. Dev. 5 7 0 5 COLTON ST E MAIN ST E CENTER ST 85 85 100 69 Flexible0094-001 COLTON ST E CENTER ST E SPRING ST 86 92 100 63 Flexible0094-002 COLTON ST E SPRING ST E SOMONAUK ST 88 93 100 68 Flexible0094-003 86 90 100 67Average: Std. Dev. 2 4 0 3 COLUMBINE CT WALSH CIR NORTH END 85 88 100 65 Flexible0095-001 85 88 100 65Average: Std. Dev. 0 0 0 0 COLUMBINE DR WALSH DR DS@660N WALSH DR 91 97 100 72 Flexible0096-001 COLUMBINE DR DS@660N WALSH DR COLUMBINE CT 85 93 100 60 Flexible0096-002 89 96 100 69Average: Std. Dev. 0 0 0 0 COMMERCIAL DR WHEATON AVE DS@660W WHEATON AVE 91 97 100 72 Flexible0097-001 COMMERCIAL DR DS@660W WHEATON AVE DS@1320W WHEATON AVE 95 100 100 77 Flexible0097-002 COMMERCIAL DR DS@1320W WHEATON AVE EAST END 91 94 100 74 Flexible0097-003 93 98 100 74Average: Std. Dev. 3 3 0 3 CONEFLOWER CT HAYDEN DR NORTH END 88 93 100 67 Flexible0098-001 88 93 100 67Average: Std. Dev. 0 0 0 0 CONOVER CT N NORTH END S CONOVER CT 86 74 100 82 Flexible0264-001 86 74 100 82Average: Std. Dev. 0 0 0 0 CONOVER CT S N CONOVER CT SOUTH END 85 69 100 84 Flexible0328-001 85 69 100 84Average: Std. Dev. 0 0 0 0 CORAL DR AUTUMN CREEK BLVD DS@660N AUTUMN CREEK BLVD 90 94 100 72 Flexible0099-001 CORAL DR DS@660N AUTUMN CREEK BLVD EMERALD LN 90 87 100 78 Flexible0099-002 CORAL DR EMERALD LN NORTH END 95 91 100 87 Flexible0099-003 91 91 100 76Average: Std. Dev. 2 5 0 5 Page: 17Overview Pavement Condition Report IMS Infrastructure Management Services Page: 18 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CORALBERRY CT BURNING BUSH DR NORTH END 90 94 100 71 Flexible0100-001 90 94 100 71Average: Std. Dev. 0 0 0 0 CORNEILS RD ELDAMAIN RD DS@660E ELDAMAIN RD 95 100 100 78 Flexible0101-001 CORNEILS RD DS@660E ELDAMAIN RD DS@1320E ELDAMAIN RD 80 77 100 62 Flexible0101-002 CORNEILS RD DS@1320E ELDAMAIN RD DS@1980E ELDAMAIN RD 69 57 100 54 Flexible0101-003 CORNEILS RD DS@1980E ELDAMAIN RD DS@2640E ELDAMAIN RD 68 52 100 57 Flexible0101-004 CORNEILS RD DS@2640E ELDAMAIN RD CITY LIMIT 75 57 100 70 Flexible0101-005 77 69 100 64Average: Std. Dev.11 20 0 10 CORNEILS RD CITY LIMIT BEECHER RD 94 94 100 81 Flexible0101-006 CORNEILS RD BEECHER RD DS@660E BEECHER RD 93 86 100 88 Flexible0101-007 CORNEILS RD DS@660E BEECHER RD DS@1320E BEECHER RD 88 73 100 87 Flexible0101-008 CORNEILS RD DS@1320E BEECHER RD DS@1980E BEECHER RD 95 92 100 87 Flexible0101-009 CORNEILS RD DS@1980E BEECHER RD DS@2640E BEECHER RD 97 100 100 84 Flexible0101-010 CORNEILS RD DS@2640E BEECHER RD DS@3300E BEECHER RD 95 91 100 88 Flexible0101-011 CORNEILS RD DS@3300E BEECHER RD DS@3960E BEECHER RD 100 100 100 91 Flexible0101-012 CORNEILS RD DS@3960E BEECHER RD CALEDONIA DR 99 100 100 89 Flexible0101-013 CORNEILS RD CALEDONIA DR DS@660E CALEDONIA DR 93 86 100 87 Flexible0101-014 CORNEILS RD DS@660E CALEDONIA DR DS@1320E CALEDONIA DR 99 100 100 88 Flexible0101-015 CORNEILS RD DS@1320E CALEDONIA DR DS@1980E CALEDONIA DR 92 83 100 87 Flexible0101-016 CORNEILS RD DS@1980E CALEDONIA DR N BRIDGE ST 93 94 100 80 Flexible0101-017 95 91 100 87Average: Std. Dev. 4 10 0 2 CORNEILS RD N BRIDGE ST DS@660E N BRIDGE ST 85 90 100 62 Flexible0101-018 CORNEILS RD DS@660E N BRIDGE ST CITY LIMIT 87 100 100 57 Flexible0101-019 86 95 100 60Average: Std. Dev. 0 0 0 0 CORNEILS RD CITY LIMIT CITY LIMIT 95 96 100 83 Flexible0101-021 Page: 18Overview Pavement Condition Report IMS Infrastructure Management Services Page: 19 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 95 96 100 83Average: Std. Dev. 0 0 0 0 CORNEILS RD CITY LIMIT CITY LIMIT 87 75 100 84 Flexible0101-022 87 75 100 84Average: Std. Dev. 0 0 0 0 CORNERSTONE DR WESTWIND DR WOOD SAGE AVE 94 85 100 90 Flexible0102-001 CORNERSTONE DR WOOD SAGE AVE WESTWIND DR 85 65 100 87 Flexible0102-002 CORNERSTONE DR WESTWIND DR GREEN BRIAR RD 96 96 100 84 Flexible0102-003 91 79 100 87Average: Std. Dev. 7 17 0 3 COTTONWOOD CT COTTONWOOD TRL WEST END 82 67 100 77 Flexible0103-001 82 67 100 77Average: Std. Dev. 0 0 0 0 COTTONWOOD TRL JOHN ST STONERIDGE CT 83 88 100 60 Flexible0104-001 COTTONWOOD TRL STONERIDGE CT STONERIDGE CIR 76 74 100 56 Flexible0104-002 COTTONWOOD TRL STONERIDGE CIR DIEHL FARM RD 80 79 100 62 Flexible0104-003 COTTONWOOD TRL DIEHL FARM RD DS@660W DIEHL FARM RD 82 81 100 65 Flexible0104-004 COTTONWOOD TRL DS@660W DIEHL FARM RD COTTONWOOD CT 79 71 100 67 Flexible0104-005 COTTONWOOD TRL COTTONWOOD CT JOHN ST 85 80 100 73 Flexible0104-006 82 80 100 64Average: Std. Dev. 2 5 0 5 COUNTRY HILLS DR TREMONT AVE RICHMOND AVE 84 69 100 81 Flexible0105-001 COUNTRY HILLS DR RICHMOND AVE PRAIRIE CROSSING DR 89 78 100 86 Flexible0105-002 87 74 100 84Average: Std. Dev. 0 0 0 0 COUNTRY HILLS DR PRAIRIE CROSSING DR PARKSIDE LN 88 86 100 75 Flexible0105-003 COUNTRY HILLS DR PARKSIDE LN HAMPTON LN 86 85 100 71 Flexible0105-004 COUNTRY HILLS DR HAMPTON LN GREENFIELD TURN 91 99 100 69 Flexible0105-005 COUNTRY HILLS DR GREENFIELD TURN HARVEST TRL 88 94 100 66 Flexible0105-006 COUNTRY HILLS DR HARVEST TRL DS@660N HARVEST TRL 90 93 100 72 Flexible0105-007 COUNTRY HILLS DR DS@660N HARVEST TRL CLOVER CT 87 97 100 60 Flexible0105-008 COUNTRY HILLS DR CLOVER CT SRAGECOACH TRAIL 87 93 100 65 Flexible0105-009 89 93 100 68Average: Std. Dev. 2 5 0 5 COUNTRYSIDE PKWY E E VETERANS PKWY DS@561W E VETERANS PKWY 93 94 97 80 Rigid0130-001 COUNTRYSIDE PKWY DS@561W E E VETERANS PKWY 90 92 91 80 Rigid0130-001 Page: 19Overview Pavement Condition Report IMS Infrastructure Management Services Page: 20 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # E VETERANS PKWY COUNTRYSIDE PKWY E DS@561W E VETERANS PKWY CRIMSON LN 96 98 100 82 Rigid0130-002 COUNTRYSIDE PKWY E CRIMSON LN DS@561W E VETERANS PKWY 90 99 90 74 Rigid0130-002 COUNTRYSIDE PKWY E CRIMSON LN MCHUGH RD 93 92 100 81 Rigid0130-003 COUNTRYSIDE PKWY E MCHUGH RD CRIMSON LN 90 92 100 74 Rigid0130-003 92 95 97 78Average: Std. Dev. 2 3 5 4 COUNTRYSIDE PKWY E MCHUGH RD DS@174W MCHUGH RD 95 97 100 82 Rigid0130-004 COUNTRYSIDE PKWY E DS@174W MCHUGH RD MCHUGH RD 91 94 100 73 Rigid0130-004 COUNTRYSIDE PKWY E DS@174W MCHUGH RD DS@834W MCHUGH RD 95 96 100 83 Rigid0130-005 COUNTRYSIDE PKWY E DS@834W MCHUGH RD DS@174W MCHUGH RD 91 94 90 81 Rigid0130-005 93 95 96 81Average: Std. Dev. 3 1 7 3 COUNTRYSIDE PKWY E DS@834W MCHUGH RD DS@1494W MCHUGH RD 94 93 100 82 Rigid0131-001 COUNTRYSIDE PKWY E DS@1494W MCHUGH RD DS@834W MCHUGH RD 95 97 99 81 Rigid0131-001 COUNTRYSIDE PKWY E DS@1494W MCHUGH RD MARKETVIEW DR 94 92 100 84 Rigid0131-002 COUNTRYSIDE PKWY E MARKETVIEW DR DS@1494W MCHUGH RD 91 93 86 83 Rigid0131-002 COUNTRYSIDE PKWY E MARKETVIEW DR W COUNTRYSIDE PKWY 70 55 69 80 Rigid0131-003 COUNTRYSIDE PKWY E W COUNTRYSIDE PKWY MARKETVIEW DR 95 99 100 79 Rigid0131-003 89 87 91 81Average: Std. Dev.11 19 14 2 COUNTRYSIDE PKWY W W KENDALL DR CENTER PKWY 91 84 100 84 Flexible0378-001 91 84 100 84Average: Std. Dev. 0 0 0 0 COUNTRYSIDE PKWY W CENTER PKWY PALMER CT 95 93 100 85 Flexible0378-002 COUNTRYSIDE PKWY W PALMER CT CENTER PKWY 98 100 100 87 Flexible0378-002 COUNTRYSIDE PKWY W PALMER CT E KENDALL DR 98 97 100 88 Flexible0378-003 COUNTRYSIDE PKWY W E KENDALL DR PALMER CT 98 96 100 90 Flexible0378-003 COUNTRYSIDE PKWY E KENDALL DR E COUNTRYSIDE 98 100 100 86 Flexible0378-004 Page: 20Overview Pavement Condition Report IMS Infrastructure Management Services Page: 21 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # W PKWY COUNTRYSIDE PKWY W E COUNTRYSIDE PKWY E KENDALL DR 96 94 100 87 Flexible0378-004 97 97 100 87Average: Std. Dev. 1 3 0 1 CRANSTON CIR GRANDE TRL HOBBS LN 94 90 100 86 Flexible0106-001 CRANSTON CIR HOBBS LN DS@660W HOBBS LN 98 99 100 87 Flexible0106-002 CRANSTON CIR DS@660W HOBBS LN DS@1320W HOBBS LN 95 91 100 87 Flexible0106-003 CRANSTON CIR DS@1320W HOBBS LN GRANDE TRL 95 91 100 86 Flexible0106-004 96 93 100 87Average: Std. Dev. 2 4 0 1 CRESTWOOD DR LAUREN DR WEST END 98 99 100 86 Flexible0107-001 98 99 100 86Average: Std. Dev. 0 0 0 0 CRIMSON LN SOUTH END ORCHID ST 92 94 100 77 Flexible0108-001 CRIMSON LN ORCHID ST AUTUMN CREEK BLVD 88 88 100 72 Flexible0108-002 CRIMSON LN AUTUMN CREEK BLVD DS@660N AUTUMN CREEK BLVD 97 93 100 90 Flexible0108-003 CRIMSON LN DS@660N AUTUMN CREEK BLVD SAGE CT 97 93 100 90 Flexible0108-004 CRIMSON LN SAGE CT EMERALD LN 92 85 100 86 Flexible0108-005 93 90 100 83Average: Std. Dev. 5 4 0 10 CRIMSON LN E COUNTRYSIDE PKWY PRAIRIE POINTE DR 89 90 100 74 Flexible0109-001 CRIMSON LN PRAIRIE POINTE DR NORTH END 95 90 100 87 Flexible0109-002 92 90 100 80Average: Std. Dev. 0 0 0 0 CROOKED CREEK DR SOUTH END TRILLIUM CT 95 88 100 90 Flexible0110-001 CROOKED CREEK DR TRILLIUM CT CITY LIMIT 94 86 100 90 Flexible0110-002 95 87 100 90Average: Std. Dev. 0 0 0 0 CROOKER DR WEST END BRADY ST 71 78 100 42 Flexible0111-001 CROOKER DR BRADY ST TUSCANY TRL 73 86 100 39 Flexible0111-002 72 82 100 40Average: Std. Dev. 0 0 0 0 CRYDER CT CRYDER WAY EAST END 84 88 100 62 Flexible0112-001 Page: 21Overview Pavement Condition Report IMS Infrastructure Management Services Page: 22 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 84 88 100 62Average: Std. Dev. 0 0 0 0 CRYDER WAY MCLELLAN BLVD DS@660N MCLELLAN BLVD 77 75 100 57 Flexible0113-001 CRYDER WAY DS@660N MCLELLAN BLVD CRYDER CT 72 70 100 51 Flexible0113-002 CRYDER WAY CRYDER CT MCLELLAN BLVD 74 63 100 63 Flexible0113-003 74 70 100 56Average: Std. Dev. 3 5 0 6 CYPRESS LN DIEHL FARM RD WEST END 84 78 100 72 Flexible0114-001 84 78 100 72Average: Std. Dev. 0 0 0 0 DAKOTA DR HEARTLAND DR TUMA RD 90 93 100 72 Flexible0115-001 90 93 100 72Average: Std. Dev. 0 0 0 0 DALTON AVE LANDMARK AVE FREEMONT ST 86 89 100 66 Flexible0116-001 86 89 100 66Average: Std. Dev. 0 0 0 0 DEER ST BEAVER ST DS@660E BEAVER ST 87 94 100 65 Flexible0117-001 DEER ST DS@660E BEAVER ST WOLF ST 79 61 100 76 Flexible0117-002 DEER ST BEAVER ST SCHOOLHOUSE RD 85 93 100 60 Flexible0117-003 84 84 100 67Average: Std. Dev. 4 18 0 8 DEERPATH DR E SPRING ST DS@660N E SPRING ST 87 80 100 77 Flexible0118-001 DEERPATH DR DS@660N E SPRING ST CLEARWATER DR 89 87 100 77 Flexible0118-002 88 83 100 77Average: Std. Dev. 0 0 0 0 DEERPOINT LN HAMPTON LN PARKSIDE LN 83 84 100 65 Flexible0119-001 DEERPOINT LN PARKSIDE LN PRAIRIE CROSSING DR 85 81 100 71 Flexible0119-002 84 82 100 69Average: Std. Dev. 0 0 0 0 DENISE CT ALAN DALE LN WEST END 89 88 100 75 Flexible0120-001 89 88 100 75Average: Std. Dev. 0 0 0 0 DICKSON CT NORTH END E KENDALL DR 91 84 100 84 Flexible0121-001 DICKSON CT E KENDALL DR SOUTH END 91 82 100 86 Flexible0121-002 Page: 22Overview Pavement Condition Report IMS Infrastructure Management Services Page: 23 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 91 83 100 85Average: Std. Dev. 0 0 0 0 DIEHL FARM RD JOHN ST CYPRESS LN 83 80 100 67 Flexible0122-001 DIEHL FARM RD CYPRESS LN COTTONWOOD TRL 83 84 100 65 Flexible0122-002 DIEHL FARM RD COTTONWOOD TRL W VETERANS PKWY 78 89 100 47 Flexible0122-003 82 84 100 61Average: Std. Dev. 3 4 0 10 DOLPH ST W MORGAN ST WEST END 92 87 100 84 Flexible0379-001 92 87 100 84Average: Std. Dev. 0 0 0 0 DOLPH ST W S MAIN ST STATE ST 93 89 100 84 Flexible0380-001 DOLPH ST W STATE ST ADRIAN ST 90 79 100 86 Flexible0380-002 92 84 100 85Average: Std. Dev. 0 0 0 0 DOVER CT N NORTH END FAIRHAVEN DR 83 81 100 68 Flexible0123-001 83 81 100 68Average: Std. Dev. 0 0 0 0 DOVER CT S FAIRHAVEN DR SOUTH END 78 68 100 68 Flexible0124-001 78 68 100 68Average: Std. Dev. 0 0 0 0 DRAYTON CT WINDETT RIDGE RD WEST END 85 79 100 75 Flexible0125-001 85 79 100 75Average: Std. Dev. 0 0 0 0 DUNBAR CT WHITEKIRK LN NORTH END 96 91 100 89 Flexible0126-001 96 91 100 89Average: Std. Dev. 0 0 0 0 DYDYNA CT BENJAMIN ST EAST END 92 86 100 85 Flexible0442-001 92 86 100 85Average: Std. Dev. 0 0 0 0 ELDEN DR WINTERBERRY DR GOLDENROD DR 93 90 100 83 Flexible0145-001 ELDEN DR GOLDENROD DR DS@660N GOLDENROD DR 94 88 100 88 Flexible0145-002 ELDEN DR DS@660N GOLDENROD DR MCMURTRIE WAY 92 83 100 88 Flexible0145-003 93 86 100 87Average: Std. Dev. 1 3 0 2 ELIZABETH ST S MAIN ST DS@660W S MAIN ST 76 73 100 56 Flexible0146-001 ELIZABETH ST DS@660W S MAIN ST WEST END 71 62 100 56 Flexible0146-002 Page: 23Overview Pavement Condition Report IMS Infrastructure Management Services Page: 24 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 74 68 100 56Average: Std. Dev. 0 0 0 0 ELLSWORTH CT ELLSWORTH DR EAST END 92 91 100 80 Flexible0147-001 92 91 100 80Average: Std. Dev. 0 0 0 0 ELLSWORTH DR GRANDE TRL ELLSWORTH CT 94 90 100 85 Flexible0148-001 ELLSWORTH DR ELLSWORTH CT DS@660S ELLSWORTH CT 91 81 100 86 Flexible0148-002 ELLSWORTH DR DS@660S ELLSWORTH CT DS@1320S ELLSWORTH CT 96 94 100 86 Flexible0148-003 ELLSWORTH DR DS@1320S ELLSWORTH CT GRANDE TRL 98 100 100 85 Flexible0148-004 94 90 100 86Average: Std. Dev. 3 7 0 1 ELM ST FREEMONT ST DS@660E FREEMONT ST 65 56 100 46 Flexible0149-001 ELM ST DS@660E FREEMONT ST MCHUGH RD 65 61 100 41 Flexible0149-002 65 58 100 44Average: Std. Dev. 0 0 0 0 EMERALD LN KENNEDY RD MADDEN CT 87 90 100 69 Flexible0150-001 EMERALD LN MADDEN CT COBALT DR 89 93 100 70 Flexible0150-002 EMERALD LN COBALT DR CRIMSON LN 89 91 100 72 Flexible0150-003 EMERALD LN CRIMSON LN CORAL DR 84 88 100 63 Flexible0150-004 EMERALD LN CORAL DR ORCHID ST 85 79 100 74 Flexible0150-005 EMERALD LN ORCHID ST DS@660S ORCHID ST 83 82 100 67 Flexible0150-006 EMERALD LN DS@660S ORCHID ST SIENNA DR 85 84 100 69 Flexible0150-007 EMERALD LN SIENNA DR SOUTH END 85 87 100 66 Flexible0150-008 86 87 100 69Average: Std. Dev. 3 5 0 3 EMERALD LN KENNEDY RD VIOLET CT 91 82 100 87 Flexible0432-001 EMERALD LN VIOLET CT RUBY DR 93 85 100 89 Flexible0432-002 EMERALD LN RUBY DR SLATE DR 96 90 100 91 Flexible0432-003 94 86 100 89Average: Std. Dev. 2 4 0 2 ESSEX CT FAIRHAVEN DR NORTH END 84 80 100 71 Flexible0151-001 84 80 100 71Average: Std. Dev. 0 0 0 0 EVERGREEN LN JOHN ST DS@660S JOHN ST 74 60 100 65 Flexible0152-001 EVERGREEN LN DS@660S JOHN ST DS@1320S JOHN ST 78 69 100 67 Flexible0152-002 EVERGREEN LN DS@1320S JOHN ST WILLOW WAY 80 72 100 68 Flexible0152-003 Page: 24Overview Pavement Condition Report IMS Infrastructure Management Services Page: 25 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 77 66 100 66Average: Std. Dev. 3 6 0 2 FAIRFAX WAY S BRIDGE ST DS@660E S BRIDGE ST 95 97 100 80 Flexible0153-001 FAIRFAX WAY DS@660E S BRIDGE ST PHELPS CT 95 91 100 86 Flexible0153-002 FAIRFAX WAY PHELPS CT DS@660E PHELPS CT 94 90 100 86 Flexible0153-003 FAIRFAX WAY DS@660E PHELPS CT KENTSHIRE DR 96 96 100 86 Flexible0153-004 FAIRFAX WAY KENTSHIRE DR SUTTON ST 94 88 100 87 Flexible0153-005 FAIRFAX WAY SUTTON ST WINDETT RIDGE RD 95 91 100 87 Flexible0153-006 FAIRFAX WAY WINDETT RIDGE RD DS@338E WINDETT RIDGE RD 92 89 100 81 Flexible0153-007 95 92 100 85Average: Std. Dev. 1 4 0 3 FAIRFAX WAY DS@338E WINDETT RIDGE RD FAIRFIELD AVE 87 73 100 85 Flexible0153-008 FAIRFAX WAY FAIRFIELD AVE HEARTHSTONE AVE 86 76 100 80 Flexible0153-009 FAIRFAX WAY HEARTHSTONE AVE RICHMOND AVE 86 74 100 82 Flexible0153-010 87 74 100 83Average: Std. Dev. 1 1 0 3 FAIRFIELD AVE COACH RD FAIRFAX WAY 95 94 100 83 Flexible0154-001 95 94 100 83Average: Std. Dev. 0 0 0 0 FAIRHAVEN DR BOOMER LN NEWBURY CT 91 91 100 76 Flexible0155-001 91 91 100 76Average: Std. Dev. 0 0 0 0 FAIRHAVEN DR NEWBURY CT ESSEX CT 87 88 100 69 Flexible0155-002 FAIRHAVEN DR ESSEX CT DOVER CT S 83 79 100 70 Flexible0155-003 FAIRHAVEN DR DOVER CT S DS@660E DOVER CT S 86 88 100 68 Flexible0155-004 FAIRHAVEN DR DS@660E DOVER CT S CHESHIRE CT 88 91 100 69 Flexible0155-005 FAIRHAVEN DR CHESHIRE CT CANNONBALL TRL 87 91 100 66 Flexible0155-006 86 87 100 69Average: Std. Dev. 2 4 0 1 FARMSTEAD DR MCHUGH RD HEARTLAND DR 91 94 100 73 Flexible0156-001 91 94 100 73Average: Std. Dev. 0 0 0 0 FAWN RIDGE CT EAST END COUNTRY HILLS DR 88 87 100 73 Flexible0157-001 88 87 100 73Average: Std. Dev. 0 0 0 0 Page: 25Overview Pavement Condition Report IMS Infrastructure Management Services Page: 26 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # FAXON RD CITY LIMIT DS@660E CITY LIMIT 86 80 100 76 Flexible0158-001 FAXON RD DS@660E CITY LIMIT DS@1320E CITY LIMIT 84 71 100 79 Flexible0158-002 FAXON RD DS@1320E CITY LIMIT DS@1980E CITY LIMIT 83 74 100 73 Flexible0158-003 FAXON RD DS@1980E CITY LIMIT EDAMAIN RD 77 80 100 52 Flexible0158-004 83 76 100 72Average: Std. Dev. 3 5 0 10 FAXON RD CITY LIMIT DS@660E CITY LIMIT 98 100 100 85 Flexible0159-001 FAXON RD DS@660E CITY LIMIT DS@1320E CITY LIMIT 96 88 100 93 Flexible0159-002 97 94 100 89Average: Std. Dev. 0 0 0 0 FAXON RD DS@1320E CITY LIMIT HIGH RIDGE LN 95 98 100 79 Flexible0159-003 FAXON RD HIGH RIDGE LN ALICE AVE 87 94 100 64 Flexible0159-004 89 95 100 68Average: Std. Dev. 0 0 0 0 FAXON RD ALICE AVE DS@660E ALICE AVE 80 84 100 55 Flexible0159-005 80 84 100 55Average: Std. Dev. 0 0 0 0 FAXON RD DS@660E ALICE AVE DS@1320E ALICE AVE 87 85 100 72 Flexible0160-001 FAXON RD DS@1320E ALICE AVE DS@1980E ALICE AVE 80 73 100 66 Flexible0160-002 FAXON RD DS@1980E ALICE AVE ALAN DALE LN 88 93 100 68 Flexible0160-003 FAXON RD ALAN DALE LN DS@660E ALAN DALE LN 87 86 100 73 Flexible0160-004 FAXON RD DS@660E ALAN DALE LN WINTERBERRY DR 88 88 100 72 Flexible0160-005 FAXON RD WINTERBERRY DR MCMURTRIE WAY 86 83 100 72 Flexible0160-006 FAXON RD MCMURTRIE WAY CITY LIMIT 93 90 100 83 Flexible0160-007 86 84 100 71Average: Std. Dev. 4 7 0 4 FIR CT NORWAY CIR NORTH END 80 80 100 59 Flexible0161-001 80 80 100 59Average: Std. Dev. 0 0 0 0 FITZHUGH TURN WINDETT RIDGE RD SOUTH END 94 93 100 82 Flexible0162-001 94 93 100 82Average: Std. Dev. 0 0 0 0 FLINT CREEK LN POPLAR DR REDHORSE LN 90 85 100 80 Flexible0163-001 90 85 100 80Average: Std. Dev. 0 0 0 0 FONTANA DR LONGVIEW DR WHEATON AVE 97 100 100 84 Flexible0164-001 Page: 26Overview Pavement Condition Report IMS Infrastructure Management Services Page: 27 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 97 100 100 84Average: Std. Dev. 0 0 0 0 FOX ST E EAST END MILL ST 80 71 100 69 Flexible0132-001 80 71 100 69Average: Std. Dev. 0 0 0 0 FOX ST E MILL ST HEUSTIS ST 84 80 100 71 Flexible0132-002 FOX ST E HEUSTIS ST BELL ST 83 70 100 78 Flexible0132-003 83 73 100 76Average: Std. Dev. 0 0 0 0 FOX ST E BELL ST S BRIDGE ST 98 100 100 85 Flexible0132-004 98 100 100 85Average: Std. Dev. 0 0 0 0 FOX ST W S BRIDGE ST S MAIN ST 96 100 100 82 Flexible0381-001 96 100 100 82Average: Std. Dev. 0 0 0 0 FOX ST W S MAIN ST STATE ST 93 96 100 78 Flexible0381-002 FOX ST W STATE ST MORGAN ST 90 92 100 73 Flexible0381-003 FOX ST W MORGAN ST DS@660W MORGAN ST 88 94 100 66 Flexible0381-004 90 94 100 71Average: Std. Dev. 2 2 0 6 FOX ST W DS@660W MORGAN ST WHITE OAK WAY 97 100 100 84 Flexible0382-001 FOX ST W WHITE OAK WAY DS@660W WHITE OAK WAY 97 98 100 85 Flexible0382-002 97 99 100 84Average: Std. Dev. 0 0 0 0 FOX ST W DS@660W WHITE OAK WAY DS@1320W WHITE OAK WAY 89 96 100 68 Flexible0382-003 FOX ST W DS@1320W WHITE OAK WAY DS@1980W WHITE OAK WAY 87 92 100 65 Flexible0382-004 FOX ST W DS@1980W WHITE OAK WAY DS@2640W WHITE OAK WAY 88 90 100 71 Flexible0382-005 88 93 100 68Average: Std. Dev. 1 3 0 3 FOX ST W DS@2640W WHITE OAK WAY POPLAR DR 97 96 100 87 Flexible0383-001 97 96 100 87Average: Std. Dev. 0 0 0 0 Page: 27Overview Pavement Condition Report IMS Infrastructure Management Services Page: 28 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # FREEDOM PL KENNEDY RD GRANDE TRL 91 97 100 71 Flexible0165-001 FREEDOM PL GRANDE TRL KENNEDY RD 86 88 100 68 Flexible0165-001 89 93 100 70Average: Std. Dev. 0 0 0 0 FREEMONT ST SOUTH END E SPRING ST 89 77 100 86 Flexible0166-001 FREEMONT ST E SPRING ST E SOMONAUK ST 89 78 100 86 Flexible0166-002 FREEMONT ST E SOMONAUK ST E PARK ST 91 84 100 85 Flexible0166-003 FREEMONT ST E PARK ST ELM ST 88 72 100 89 Flexible0166-004 FREEMONT ST ELM ST JACKSON ST 89 74 100 89 Flexible0166-005 89 77 100 87Average: Std. Dev. 1 4 0 2 FREEMONT ST JACKSON ST WALNUT ST 91 79 100 90 Flexible0166-006 91 79 100 90Average: Std. Dev. 0 0 0 0 FREEMONT ST WALNUT ST DALTON AVE 86 84 100 72 Flexible0166-007 FREEMONT ST DALTON AVE LANDMARK AVE 88 93 100 68 Flexible0166-008 87 91 100 69Average: Std. Dev. 0 0 0 0 GAME FARM RD VETERANS PKWY CITY LIMIT 98 100 100 86 Flexible0167-001 GAME FARM RD CITY LIMIT DS@660S CITY LIMIT 98 100 100 86 Flexible0167-002 GAME FARM RD DS@660S CITY LIMIT DS@1320S CITY LIMIT 98 100 100 86 Flexible0167-003 GAME FARM RD DS@1320S CITY LIMIT DS@1980S CITY LIMIT 98 100 100 86 Flexible0167-004 GAME FARM RD DS@1980S CITY LIMIT W SOMONAUK ST 97 100 100 83 Flexible0167-005 98 100 100 86Average: Std. Dev. 0 0 0 1 GARDEN CIR GARDEN ST DS@660S GARDEN ST 87 93 100 66 Flexible0168-001 GARDEN CIR DS@660S GARDEN ST DS@1320S GARDEN ST 89 96 100 67 Flexible0168-002 GARDEN CIR DS@1320S GARDEN ST GARDEN ST 85 80 100 73 Flexible0168-003 88 92 100 68Average: Std. Dev. 2 5 0 3 GARDEN ST S BRIDGE ST WOOD SAGE AVE 89 96 100 67 Flexible0169-001 GARDEN ST WOOD SAGE AVE GARDEN CIR 90 91 100 74 Flexible0169-002 89 95 100 68Average: Std. Dev. 0 0 0 0 GARDINER AVE BERTRAM DR HARRISON ST 83 74 100 75 Flexible0170-001 GARDINER AVE HARRISON ST PIERPONT LN 83 73 100 74 Flexible0170-002 GARDINER AVE PIERPONT LN BERTRAM DR 82 74 100 70 Flexible0170-003 Page: 28Overview Pavement Condition Report IMS Infrastructure Management Services Page: 29 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 83 73 100 73Average: Std. Dev. 0 1 0 2 GILLESPIE LN EAST END BEECHER RD 92 96 100 75 Flexible0172-001 92 96 100 75Average: Std. Dev. 0 0 0 0 GLENEAGLES LN WHITEKIRK LN SHETLAND CT 93 85 100 88 Flexible0173-001 93 85 100 88Average: Std. Dev. 0 0 0 0 GOLDENROD DR MCMURTRIE WAY DS@660S MCMURTRIE WAY 89 76 100 88 Flexible0174-001 GOLDENROD DR DS@660S MCMURTRIE WAY ELDEN DR 93 85 100 89 Flexible0174-002 91 81 100 89Average: Std. Dev. 0 0 0 0 GOLDFINCH AVE WREN RD HAWK HOLLOW DR 95 96 100 83 Flexible0175-001 GOLDFINCH AVE HAWK HOLLOW DR BLUEBERRY HILL 91 85 100 84 Flexible0175-002 GOLDFINCH AVE BLUEBERRY HILL HAWK HOLLOW DR 96 96 100 86 Flexible0175-003 94 93 100 84Average: Std. Dev. 3 6 0 2 GRACE DR E SPRING ST DS@699E E SPRING ST 89 88 100 74 Flexible0176-001 GRACE DR DS@699E E SPRING ST OMAHA DR 89 87 100 76 Flexible0176-002 89 87 100 75Average: Std. Dev. 0 0 0 0 GRANDE TRAIL CT GRANDE TRL EAST END 91 85 100 82 Flexible0177-001 91 85 100 82Average: Std. Dev. 0 0 0 0 GRANDE TRL SUNSET AVE SQUIRE CIR 78 86 100 49 Flexible0178-001 GRANDE TRL SQUIRE CIR PATRIOT CT 73 75 100 47 Flexible0178-002 GRANDE TRL PATRIOT CT SQUIRE CIR 72 79 100 42 Flexible0178-003 GRANDE TRL SQUIRE CIR MCLELLAN BLVD 78 88 100 46 Flexible0178-004 75 82 100 46Average: Std. Dev. 3 6 0 3 GRANDE TRL MCLELLAN BLVD BURR ST 79 94 100 43 Flexible0178-005 GRANDE TRL BURR ST AMERICAN WAY 75 88 100 40 Flexible0178-006 77 92 100 42Average: Std. Dev. 0 0 0 0 GRANDE TRL AMERICAN WAY CRANSTON CIR 95 100 100 79 Flexible0178-007 Page: 29Overview Pavement Condition Report IMS Infrastructure Management Services Page: 30 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # GRANDE TRL CRANSTON CIR HOBBS LN 98 100 100 85 Flexible0178-008 GRANDE TRL HOBBS LN GRANDE TRAIL CT 98 100 100 87 Flexible0178-009 GRANDE TRL GRANDE TRAIL CT CRANSTON CIR 98 100 100 87 Flexible0178-010 GRANDE TRL CRANSTON CIR ELLSWORTH DR 98 100 100 86 Flexible0178-011 GRANDE TRL ELLSWORTH DR HOLLENBACK CT 96 100 100 82 Flexible0178-012 GRANDE TRL HOLLENBACK CT ELLSWORTH DR 95 99 100 80 Flexible0178-013 GRANDE TRL ELLSWORTH DR JUSTICE DR 98 100 100 86 Flexible0178-014 97 100 100 84Average: Std. Dev. 1 0 0 3 GRANDE TRL JUSTICE DR MCLELLAN BLVD 82 90 100 55 Flexible0178-015 GRANDE TRL MCLELLAN BLVD DS@660N MCLELLAN BLVD 82 90 100 56 Flexible0178-016 GRANDE TRL DS@660N MCLELLAN BLVD CONSTITUTION WAY 81 88 100 55 Flexible0178-017 GRANDE TRL CONSTITUTION WAY FREEDOM PL 84 90 100 61 Flexible0178-018 GRANDE TRL FREEDOM PL DS@660N FREEDOM PL 87 90 100 67 Flexible0178-019 GRANDE TRL DS@660N FREEDOM PL MATLOCK DR 80 82 100 59 Flexible0178-020 83 88 100 59Average: Std. Dev. 3 4 0 5 GREEN BRIAR RD WALSH DR DS@660E WALSH DR 74 74 82 63 Flexible-G0179-001 GREEN BRIAR RD DS@660E WALSH DR WALSH DR 77 76 83 66 Flexible-G0179-001 GREEN BRIAR RD DS@660E WALSH DR CORNERSTONE DR 80 86 86 64 Flexible-G0179-002 GREEN BRIAR RD CORNERSTONE DR DS@660E WALSH DR 80 83 86 66 Flexible-G0179-002 GREEN BRIAR RD CORNERSTONE DR DS@660E CORNERSTONE DR 78 88 86 56 Flexible-G0179-003 GREEN BRIAR RD DS@660E CORNERSTONE DR CORNERSTONE DR 74 79 82 56 Flexible-G0179-003 GREEN BRIAR RD DS@660E CORNERSTONE DR S BRIDGE ST 82 99 93 51 Flexible-G0179-004 GREEN BRIAR RD S BRIDGE ST DS@660E CORNERSTONE DR 83 84 84 75 Flexible-G0179-004 78 83 85 62Average: Std. Dev. 4 8 3 7 GREENFIELD TURN COUNTRY HILLS DR MEADOWLARK LN 87 94 100 65 Flexible0180-001 GREENFIELD TURN MEADOWLARK LN MEADOWLARK LN 89 97 100 66 Flexible0180-002 GREENFIELD TURN MEADOWLARK LN DS@660W MEADOWLARK LN 87 92 100 67 Flexible0180-003 GREENFIELD TURN DS@660W MEADOWLARK LN SUNNY DELL CT 83 75 100 73 Flexible0180-004 GREENFIELD TURN SUNNY DELL CT DS@660W SUNNY DELL CT 80 69 100 72 Flexible0180-005 GREENFIELD TURN DS@660W SUNNY DELL CT CLOVER CT 92 96 100 74 Flexible0180-006 86 87 100 69Average: Std. Dev. 4 13 0 4 HALEY CT HOMESTEAD DR WEST END 82 69 100 77 Flexible0181-001 Page: 30Overview Pavement Condition Report IMS Infrastructure Management Services Page: 31 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 82 69 100 77Average: Std. Dev. 0 0 0 0 HALF MOON DR WINCHESTER LN BRISTOL BAY DR 86 79 100 76 Flexible0182-001 86 79 100 76Average: Std. Dev. 0 0 0 0 HAMPTON LN COUNTRY HILLS DR DS@660E COUNTRY HILLS DR 88 87 100 73 Flexible0183-001 HAMPTON LN DS@660E COUNTRY HILLS DR DEERPOINT LN 88 88 100 72 Flexible0183-002 HAMPTON LN DEERPOINT LN INGEMUNSON LN 89 92 100 71 Flexible0183-003 HAMPTON LN INGEMUNSON LN BLUEBIRD LN 88 87 100 73 Flexible0183-004 HAMPTON LN BLUEBIRD LN DS@660E BLUEBIRD LN 91 94 100 75 Flexible0183-005 HAMPTON LN DS@660E BLUEBIRD LN CANARY AVE 90 93 100 72 Flexible0183-006 HAMPTON LN CANARY AVE PRAIRIE CROSSING DR 89 88 100 74 Flexible0183-007 89 90 100 73Average: Std. Dev. 2 4 0 2 HARRISON ST GARDINER AVE BERTRAM DR 89 79 100 84 Flexible0184-001 89 79 100 84Average: Std. Dev. 0 0 0 0 HARVEST TRL COUNTRY HILLS DR EAST END 91 96 100 72 Flexible0186-001 91 96 100 72Average: Std. Dev. 0 0 0 0 HAWK HOLLOW DR PRAIRIE CROSSING DR GOLDFINCH AVE 95 99 100 78 Flexible0187-001 95 99 100 78Average: Std. Dev. 0 0 0 0 HAWTHORNE CT WALSH DR WEST END 84 82 100 68 Flexible0188-001 84 82 100 68Average: Std. Dev. 0 0 0 0 HAYDEN DR MCHUGH RD WILD INDIGO LN 92 97 100 74 Flexible0189-001 HAYDEN DR WILD INDIGO LN PRAIRIE CLOVER DR 86 90 100 66 Flexible0189-002 HAYDEN DR PRAIRIE CLOVER DR PRAIRIE ROSE LN 85 84 100 68 Flexible0189-003 HAYDEN DR PRAIRIE ROSE LN CONEFLOWER CT 85 86 100 66 Flexible0189-004 HAYDEN DR CONEFLOWER CT SWITCHGRASS LN 87 90 100 69 Flexible0189-005 HAYDEN DR SWITCHGRASS LN PRAIRE GRASS LN 84 78 100 73 Flexible0189-006 HAYDEN DR PRAIRE GRASS LN DS@660N PRAIRE GRASS LN 88 86 100 74 Flexible0189-007 HAYDEN DR DS@660N PRAIRE GRASS LN BLUESTEM DR 83 77 100 72 Flexible0189-008 Page: 31Overview Pavement Condition Report IMS Infrastructure Management Services Page: 32 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 86 86 100 70Average: Std. Dev. 2 6 0 4 HAZELTINE WAY KINGSMILL ST BANBURY AVE 92 100 100 70 Flexible0190-001 HAZELTINE WAY BANBURY AVE WESTON AVE 87 90 100 67 Flexible0190-002 HAZELTINE WAY WESTON AVE RAINTREE RD 93 99 100 73 Flexible0190-003 91 97 100 70Average: Std. Dev. 3 5 0 2 HEARTHSTONE AVE FAIRFAX WAY MANCHESTER LN 86 73 100 83 Flexible0191-001 HEARTHSTONE AVE MANCHESTER LN DS@660N MANCHESTER LN 94 90 100 85 Flexible0191-002 HEARTHSTONE AVE DS@660N MANCHESTER LN PARKSIDE LN 87 77 100 81 Flexible0191-003 90 82 100 83Average: Std. Dev. 5 10 0 2 HEARTLAND DR HOMESTEAD DR DS@660W HOMESTEAD DR 86 85 100 70 Flexible0192-001 HEARTLAND DR DS@660W HOMESTEAD DR DAKOTA DR 90 96 100 70 Flexible0192-002 HEARTLAND DR DAKOTA DR MISTWOOD CT 86 85 100 71 Flexible0192-003 HEARTLAND DR MISTWOOD CT DS@660W MISTWOOD CT 89 90 100 72 Flexible0192-004 HEARTLAND DR DS@660W MISTWOOD CT DS@1320W MISTWOOD CT 87 87 100 72 Flexible0192-005 HEARTLAND DR DS@1320W MISTWOOD CT FARMSTEAD DR 86 83 100 72 Flexible0192-006 HEARTLAND DR FARMSTEAD DR DS@660W FARMSTEAD DR 87 88 100 71 Flexible0192-007 HEARTLAND DR DS@660W FARMSTEAD DR ARROWHEAD DR 89 91 100 73 Flexible0192-008 87 88 100 71Average: Std. Dev. 1 3 0 1 HENNING LN ALDEN AVE ROOD ST 82 85 100 59 Flexible0193-001 HENNING LN ROOD ST CRYDER WAY 78 68 100 67 Flexible0193-002 80 76 100 63Average: Std. Dev. 0 0 0 0 HERITAGE DR HEARTLAND DR MCHUGH RD 95 100 100 78 Flexible0194-001 95 100 100 78Average: Std. Dev. 0 0 0 0 HEUSTIS ST E ORANGE ST E WASHINGTON ST 98 100 100 86 Flexible0195-001 HEUSTIS ST E WASHINGTON ST E FOX ST 97 100 100 84 Flexible0195-002 97 100 100 85Average: Std. Dev. 0 0 0 0 HEUSTIS ST E FOX ST DS@660N E FOX ST 87 91 100 68 Flexible0195-003 Page: 32Overview Pavement Condition Report IMS Infrastructure Management Services Page: 33 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # HEUSTIS ST DS@660N E FOX ST E VAN EMMON ST 91 99 100 68 Flexible0195-004 HEUSTIS ST E VAN EMMON ST E HYDRAULIC AVE 88 91 100 69 Flexible0195-005 88 92 100 68Average: Std. Dev. 2 3 0 1 HIGH RIDGE LN FAXON RD IROQOIS LN 94 99 100 76 Flexible0196-001 HIGH RIDGE LN IROQOIS LN CANYON TRAIL CT 92 94 100 76 Flexible0196-002 HIGH RIDGE LN CANYON TRAIL CT WHITE PLAINS LN 92 99 100 72 Flexible0196-003 HIGH RIDGE LN WHITE PLAINS LN WESTERN LN 92 96 100 75 Flexible0196-004 92 97 100 75Average: Std. Dev. 1 2 0 2 HIGH RIDGE LN WESTERN LN BLACKBERRY SHORE LN 93 90 100 83 Flexible0196-005 93 90 100 83Average: Std. Dev. 0 0 0 0 HIGHPOINT RD W CITY LIMIT DS@660S CITY LIMIT 100 100 100 90 Flexible0384-001 HIGHPOINT RD W DS@660S CITY LIMIT DS@1320S CITY LIMIT 72 70 58 76 Flexible0384-002 HIGHPOINT RD W DS@1320S CITY LIMIT DS@1980S CITY LIMIT 78 88 78 61 Flexible0384-003 HIGHPOINT RD W DS@1980S CITY LIMIT DS@2640S CITY LIMIT 83 86 78 76 Flexible0384-004 HIGHPOINT RD W DS@2640S CITY LIMIT DS@3300S CITY LIMIT 86 84 100 72 Flexible0384-005 HIGHPOINT RD W DS@3300S CITY LIMIT BUDD RD 93 94 100 79 Flexible0384-006 HIGHPOINT RD W BUDD RD STAGECOACH TRAIL 85 85 88 76 Flexible0384-007 84 86 85 75Average: Std. Dev. 8 9 16 8 HIGHPOINT RD W STAGECOACH TRAIL DS@660S STAGECOACH TRAIL 88 89 100 72 Flexible0384-008 HIGHPOINT RD W DS@660S STAGECOACH TRAIL DS@1320S STAGECOACH TRAIL 85 90 100 64 Flexible0384-009 HIGHPOINT RD W DS@1320S STAGECOACH TRAIL CITY LIMIT 93 97 100 75 Flexible0384-010 88 91 100 69Average: Std. Dev. 3 3 0 6 HILLCREST AVE PRAIRIE LN CENTER PKWY 87 69 100 89 Flexible0197-001 HILLCREST AVE CENTER PKWY SUNSET AVE 81 55 100 87 Flexible0197-002 85 64 100 88Average: Std. Dev. 0 0 0 0 HOBBS CT HOBBS LN SOUTH END 98 99 100 86 Flexible0198-001 98 99 100 86Average: Std. Dev. 0 0 0 0 HOBBS LN GRANDE TRL HOBBS CT 95 91 100 86 Flexible0199-001 HOBBS LN HOBBS CT CRANSTON CIR 95 91 100 87 Flexible0199-002 Page: 33Overview Pavement Condition Report IMS Infrastructure Management Services Page: 34 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 95 91 100 87Average: Std. Dev. 0 0 0 0 HOLLENBACK CT GRANDE TRL EAST END 94 93 100 83 Flexible0200-001 94 93 100 83Average: Std. Dev. 0 0 0 0 HOMESTEAD DR ARROWHEAD DR HALEY CT 88 88 100 72 Flexible0201-001 HOMESTEAD DR HALEY CT OMAHA DR 91 96 100 72 Flexible0201-002 HOMESTEAD DR OMAHA DR DS@660W OMAHA DR 84 79 100 71 Flexible0201-003 HOMESTEAD DR DS@660W OMAHA DR WHEATLAND CT 85 79 100 73 Flexible0201-004 HOMESTEAD DR WHEATLAND CT DS@660W WHEATLAND CT 90 96 100 70 Flexible0201-005 HOMESTEAD DR DS@660W WHEATLAND CT HEARTLAND DR 87 88 100 69 Flexible0201-006 88 89 100 71Average: Std. Dev. 4 9 0 1 HONEYSUCKLE LN ALAN DALE LN CATALPA TRL 95 90 100 89 Flexible0202-001 HONEYSUCKLE LN CATALPA TRL SUMAC DR 93 82 100 90 Flexible0202-002 94 87 100 89Average: Std. Dev. 0 0 0 0 HYDRAULIC AVE E MILL ST HEUSTIS ST 83 72 100 75 Flexible0133-001 HYDRAULIC AVE E HEUSTIS ST S BRIDGE ST 89 89 100 73 Flexible0133-002 87 84 100 74Average: Std. Dev. 0 0 0 0 HYDRAULIC AVE W E HYDRAULIC AVE S MAIN ST 89 94 100 69 Flexible0385-001 HYDRAULIC AVE W S MAIN ST STATE ST 88 99 100 62 Flexible0385-002 HYDRAULIC AVE W STATE ST ADAMS ST 82 89 100 56 Flexible0385-003 HYDRAULIC AVE W ADAMS ST MORGAN ST 92 100 100 70 Flexible0385-004 88 96 100 65Average: Std. Dev. 4 4 0 6 HYDRAULIC AVE W MORGAN ST WEST END 98 98 100 87 Flexible0385-005 98 98 100 87Average: Std. Dev. 0 0 0 0 IDENTA RD STAGECOACH TRAIL DS@660W STAGECOACH TRAIL 93 100 100 74 Flexible0203-001 IDENTA RD DS@660W STAGECOACH TRAIL CITY LIMIT 89 90 100 73 Flexible0203-002 91 96 100 74Average: Std. Dev. 0 0 0 0 ILLINI CT ILLINI DR SOUTH END 74 63 100 61 Flexible0204-001 Page: 34Overview Pavement Condition Report IMS Infrastructure Management Services Page: 35 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 74 63 100 61Average: Std. Dev. 0 0 0 0 ILLINI DR WALTER ST ILLINI CT 77 66 100 66 Flexible0205-001 ILLINI DR ILLINI CT MILL ST 83 74 100 73 Flexible0205-002 80 70 100 70Average: Std. Dev. 0 0 0 0 INDEPENDENCE BLVD NORTH END JOHN ST 92 84 100 86 Flexible0206-001 INDEPENDENCE BLVD JOHN ST DS@660W JOHN ST 90 79 100 87 Flexible0206-002 INDEPENDENCE BLVD DS@660W JOHN ST CANNONBALL TRL 90 77 100 88 Flexible0206-003 90 78 100 88Average: Std. Dev. 0 2 0 1 INDEPENDENCE CT CANNONBALL TRL WEST END 87 70 100 88 Flexible0207-001 87 70 100 88Average: Std. Dev. 0 0 0 0 INGEMUNSON LN PRAIRIE CROSSING DR DS@660N PRAIRIE CROSSING 89 95 100 69 Flexible0208-001 INGEMUNSON LN DS@660N PRAIRIE CROSSING HAMPTON LN 86 88 100 68 Flexible0208-002 88 93 100 69Average: Std. Dev. 0 0 0 0 IROQOIS LN WESTERN LN WHITE PLAINS LN 91 93 100 75 Flexible0209-001 IROQOIS LN WHITE PLAINS LN DS@660N WHITE PLAINS LN 90 88 100 78 Flexible0209-002 IROQOIS LN DS@660N WHITE PLAINS LN DS@1320N WHITE PLAINS LN 91 94 100 74 Flexible0209-003 IROQOIS LN DS@1320N WHITE PLAINS LN HIGH RIDGE LN 90 91 100 75 Flexible0209-004 91 91 100 76Average: Std. Dev. 1 3 0 2 JACKSON ST BRISTOL AVE DS@660E BRISTOL AVE 97 96 100 88 Flexible0210-001 JACKSON ST DS@660E BRISTOL AVE FREEMONT ST 98 94 100 91 Flexible0210-002 97 96 100 89Average: Std. Dev. 0 0 0 0 JACKSON ST FREEMONT ST DS@660E FREEMONT ST 59 43 100 44 Flexible0210-003 JACKSON ST DS@660E FREEMONT ST MARTIN AVE 66 70 100 35 Flexible0210-004 Page: 35Overview Pavement Condition Report IMS Infrastructure Management Services Page: 36 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 62 54 100 40Average: Std. Dev. 0 0 0 0 JOHN ST INDEPENDENCE BLVD DS@660W INDEPENDENCE BLVD 89 72 100 90 Flexible0212-001 JOHN ST DS@660W INDEPENDENCE BLVD CANNONBALL TRL 85 63 100 89 Flexible0212-002 JOHN ST CANNONBALL TRL CORNELL LN 96 94 100 86 Flexible0212-003 91 78 100 88Average: Std. Dev. 5 14 0 3 JOHN ST SOUTH END WILLOW WAY 88 80 100 81 Flexible0213-001 JOHN ST WILLOW WAY WILLOW WAY 83 71 100 77 Flexible0213-002 JOHN ST WILLOW WAY EVERGREEN LN 89 84 100 80 Flexible0213-003 JOHN ST EVERGREEN LN COTTONWOOD TRL 85 82 100 70 Flexible0213-004 JOHN ST COTTONWOOD TRL ASPEN LN 78 70 100 66 Flexible0213-005 JOHN ST ASPEN LN WHITE PINE CT 80 75 100 65 Flexible0213-006 JOHN ST WHITE PINE CT DIEHL FARM RD 85 81 100 72 Flexible0213-007 JOHN ST DIEHL FARM RD ASPEN LN 77 69 100 63 Flexible0213-008 JOHN ST ASPEN LN CHESTNUT LN 73 69 100 54 Flexible0213-009 83 76 100 71Average: Std. Dev. 5 7 0 9 JOHN ST CHESTNUT LN SYCAMORE RD 80 75 100 64 Flexible0214-001 JOHN ST SYCAMORE RD CHESTNUT LN 83 74 100 75 Flexible0214-002 JOHN ST CHESTNUT LN EAST END 88 80 100 80 Flexible0214-003 83 75 100 71Average: Std. Dev. 3 2 0 8 JOHNSON ST BEHRENS ST MAIN ST 87 70 100 88 Flexible0215-001 JOHNSON ST MAIN ST SOUTH END 88 83 100 77 Flexible0215-002 88 77 100 82Average: Std. Dev. 0 0 0 0 KATE DR CLEARWATER DR DS@660W CLEARWATER DR 87 83 100 74 Flexible0216-001 KATE DR DS@660W CLEARWATER DR OMAHA DR 89 86 100 77 Flexible0216-002 88 84 100 75Average: Std. Dev. 0 0 0 0 KELLY AVE POPLAR DR KELLY CT 88 87 100 74 Flexible0217-001 KELLY AVE KELLY CT DS@660N KELLY CT 86 80 100 75 Flexible0217-002 KELLY AVE DS@660N KELLY CT POPLAR DR 86 81 100 75 Flexible0217-003 KELLY AVE POPLAR DR REDHORSE LN 88 84 100 77 Flexible0217-004 KELLY AVE REDHORSE LN EAST END 85 75 100 77 Flexible0217-005 Page: 36Overview Pavement Condition Report IMS Infrastructure Management Services Page: 37 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 87 82 100 76Average: Std. Dev. 1 3 0 1 KELLY CT KELLY AVE SOUTH END 88 91 100 70 Flexible0218-001 88 91 100 70Average: Std. Dev. 0 0 0 0 KENDALL DR E W COUNTRYSIDE PKWY MULHERN CT 97 100 100 84 Flexible0134-001 KENDALL DR E MULHERN CT DS@660S MULHERN CT 92 87 100 84 Flexible0134-002 KENDALL DR E DS@660S MULHERN CT DICKSON CT 94 90 100 85 Flexible0134-003 KENDALL DR E DICKSON CT DS@660S DICKSON CT 91 85 100 84 Flexible0134-004 KENDALL DR E DS@660S DICKSON CT CENTER PKWY 95 94 100 85 Flexible0134-005 93 90 100 84Average: Std. Dev. 2 6 0 1 KENDALL DR W CENTER PKWY ANDERSON CT 96 93 100 87 Flexible0386-001 KENDALL DR W ANDERSON CT DS@672S ANDERSON CT 96 93 100 87 Flexible0386-002 KENDALL DR W DS@672S ANDERSON CT STRAWBERRY LN 96 94 100 87 Flexible0386-003 KENDALL DR W STRAWBERRY LN DS@660S STRAWBERRY LN 93 90 100 84 Flexible0386-004 KENDALL DR W DS@660S STRAWBERRY LN W BLACKBERRY LN 97 99 100 85 Flexible0386-005 KENDALL DR W W BLACKBERRY LN DS@660S W BLACKBERRY LN 96 94 100 87 Flexible0386-006 KENDALL DR W DS@660S W BLACKBERRY LN W COUNTRYSIDE PKWY 96 96 100 86 Flexible0386-007 KENDALL DR W W COUNTRYSIDE PKWY POWERS CT 97 100 100 84 Flexible0386-008 KENDALL DR W POWERS CT CENTER PKWY 98 100 100 86 Flexible0386-009 96 95 100 86Average: Std. Dev. 2 4 0 1 KENNEDY RD CITY LIMIT EMERALD LN 92 100 100 74 Flexible0219-001 KENNEDY RD EMERALD LN DS@660E EMERALD LN 88 96 100 68 Flexible0219-002 KENNEDY RD DS@660E EMERALD LN DS@1320E EMERALD LN 79 83 61 82 Flexible0219-003 86 93 87 75Average: Std. Dev. 7 9 23 7 KENNEDY RD DS@1320E EMERALD LN DS@1980E EMERALD LN 96 99 100 84 Flexible0219-004 KENNEDY RD DS@1980E EMERALD LN DS@2640E EMERALD LN 94 94 100 85 Flexible0219-005 Page: 37Overview Pavement Condition Report IMS Infrastructure Management Services Page: 38 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # KENNEDY RD DS@2640E EMERALD LN BRISTOL RIDGE RD 83 84 78 80 Flexible0219-006 93 95 97 84Average: Std. Dev. 4 5 7 1 KENNEDY RD BRISTOL RIDGE RD DS@800E BRISTOL RIDGE RD 95 100 100 82 Flexible0219-007 KENNEDY RD DS@800E BRISTOL RIDGE RD THEREAS AVE 93 91 98 86 Flexible0219-008 KENNEDY RD THEREAS AVE DS@660E THEREAS AVE 96 99 100 85 Flexible0219-009 KENNEDY RD DS@660E THEREAS AVE DS@1320E THEREAS AVE 97 100 100 86 Flexible0219-010 KENNEDY RD DS@1320E THEREAS AVE DS@1980E THEREAS AVE 96 97 100 86 Flexible0219-011 KENNEDY RD DS@1980E THEREAS AVE FREEDOM PL 95 96 100 85 Flexible0219-012 KENNEDY RD FREEDOM PL DS@660E FREEDOM PL 92 96 92 83 Flexible0219-013 KENNEDY RD DS@660E FREEDOM PL DS@1320E FREEDOM PL 94 95 100 83 Flexible0219-014 KENNEDY RD DS@1320E FREEDOM PL BAILEY RD 96 100 100 84 Flexible0219-015 KENNEDY RD BAILEY RD MILL RD 95 98 100 84 Flexible0219-016 KENNEDY RD MILL RD MILL RD 97 100 100 86 Flexible0219-017 KENNEDY RD MILL RD GALENA RD 96 100 100 84 Flexible0219-018 95 98 99 84Average: Std. Dev. 2 3 3 2 KENNEDY RD N BRIDGE ST W LEXINGTON CIR 85 94 100 61 Flexible0220-001 KENNEDY RD W LEXINGTON CIR MARKETVIEW DR 83 99 100 51 Flexible0220-002 KENNEDY RD MARKETVIEW DR DS@660E MARKETVIEW DR 83 100 100 49 Flexible0220-003 KENNEDY RD DS@660E MARKETVIEW DR E LEXINGTON CIR 85 94 100 60 Flexible0220-004 KENNEDY RD E LEXINGTON CIR DS@660E E LEXINGTON CIR 78 99 100 39 Flexible0220-005 KENNEDY RD DS@660E E LEXINGTON CIR MCHUGH RD 81 100 100 44 Flexible0220-006 KENNEDY RD MCHUGH RD DS@660E MCHUGH RD 80 100 100 42 Flexible0220-007 KENNEDY RD DS@660E MCHUGH RD PRAIRIE MEADOWS DR 83 100 100 49 Flexible0220-008 KENNEDY RD PRAIRIE MEADOWS DR DS@660E PRAIRIE MEADOWS D 76 92 79 54 Flexible0220-009 81 98 97 49Average: Std. Dev. 3 4 9 7 KENNEDY RD DS@660E PRAIRIE MEADOWS D CHRISTY LN 91 99 100 71 Flexible0220-010 KENNEDY RD CHRISTY LN DS@660E CHRISTY LN 82 86 83 72 Flexible0220-011 KENNEDY RD DS@660E CHRISTY AUTUMN CREEK 92 100 100 74 Flexible0220-012 Page: 38Overview Pavement Condition Report IMS Infrastructure Management Services Page: 39 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # LN BLVD KENNEDY RD AUTUMN CREEK BLVD CITY LIMIT 93 100 100 76 Flexible0220-013 89 95 94 73Average: Std. Dev. 6 8 10 2 KENTSHIRE DR WINDETT RIDGE RD CAULFIELD PT 93 90 100 84 Flexible0221-001 KENTSHIRE DR CAULFIELD PT DS@660W CAULFIELD PT 96 94 100 86 Flexible0221-002 95 93 100 85Average: Std. Dev. 0 0 0 0 KENTSHIRE DR DS@660W CAULFIELD PT WILTON CT 89 82 100 81 Flexible0222-001 KENTSHIRE DR WILTON CT FAIRFAX WAY 93 90 100 84 Flexible0222-002 92 88 100 83Average: Std. Dev. 0 0 0 0 KING ST W RIVER ST W MAIN ST 72 70 100 50 Flexible0223-001 KING ST W MAIN ST W CENTER ST 77 91 100 41 Flexible0223-002 KING ST W CENTER ST W SOMONAUK ST 88 88 100 72 Flexible0223-003 80 84 100 56Average: Std. Dev. 8 10 0 17 KINGSMILL CT KINGSMILL ST NORTH END 89 85 100 77 Flexible0224-001 89 85 100 77Average: Std. Dev. 0 0 0 0 KINGSMILL ST RAINTREE RD WESTON AVE 93 97 100 75 Flexible0225-001 KINGSMILL ST WESTON AVE BANBURY AVE 90 99 100 66 Flexible0225-002 KINGSMILL ST BANBURY AVE BALTRUSOL CT 85 85 100 68 Flexible0225-003 88 92 100 69Average: Std. Dev. 4 9 0 4 KINGSMILL ST BANBURY AVE BALTRUSOL CT 96 98 100 82 Flexible0226-001 KINGSMILL ST BALTRUSOL CT VILLAGE VIEW DR 92 91 100 79 Flexible0226-002 KINGSMILL ST VILLAGE VIEW DR HAZELTINE WAY 87 79 100 79 Flexible0226-003 91 89 100 79Average: Std. Dev. 3 7 0 1 LANDMARK AVE N BRIDGE ST DALTON AVE 95 100 100 77 Flexible0227-001 LANDMARK AVE DALTON AVE FREEMONT ST 83 80 100 67 Flexible0227-002 LANDMARK AVE FREEMONT ST DS@660E FREEMONT ST 91 92 100 75 Flexible0227-003 LANDMARK AVE DS@660E FREEMONT ST MARKETPLACE DR 91 100 100 68 Flexible0227-004 91 94 100 74Average: Std. Dev. 4 7 0 4 Page: 39Overview Pavement Condition Report IMS Infrastructure Management Services Page: 40 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # LAUREN DR NORTH END CALEDONIA DR 98 100 100 86 Flexible0228-001 LAUREN DR CALEDONIA DR CRESTWOOD DR 98 100 100 86 Flexible0228-002 LAUREN DR CRESTWOOD DR SHADOW WOOD DR 99 100 100 89 Flexible0228-003 99 100 100 88Average: Std. Dev. 1 0 0 2 LAVENDER WAY AUTUMN CREEK BLVD SIENNA DR 90 87 100 78 Flexible0231-001 LAVENDER WAY SIENNA DR DS@660N SIENNA DR 86 76 100 80 Flexible0231-002 LAVENDER WAY DS@660N SIENNA DR ORCHID ST 89 83 100 81 Flexible0231-003 88 82 100 79Average: Std. Dev. 3 7 0 1 LEHMAN CROSSING BERRYWOOD LN NORTH END 82 78 100 68 Flexible0232-001 82 78 100 68Average: Std. Dev. 0 0 0 0 LEISURE ST PRAIRIE LN DS@660E PRAIRIE LN 89 76 100 87 Flexible0233-001 89 76 100 87Average: Std. Dev. 0 0 0 0 LEISURE ST DS@660E PRAIRIE LN SUNSET AVE 92 85 100 86 Flexible0234-001 92 85 100 86Average: Std. Dev. 0 0 0 0 LIBERTY ST SOUTH END E MAIN ST 91 87 100 80 Flexible0235-001 LIBERTY ST E MAIN ST E CENTER ST 88 89 100 71 Flexible0235-002 LIBERTY ST E CENTER ST E SPRING ST 87 85 100 73 Flexible0235-003 LIBERTY ST E SPRING ST E SOMONAUK ST 85 76 100 76 Flexible0235-004 LIBERTY ST E SOMONAUK ST E PARK ST 79 59 100 79 Flexible0235-005 86 79 100 75Average: Std. Dev. 4 13 0 4 LILAC CT SLATE DR NORTH END 89 76 100 88 Flexible0434-001 89 76 100 88Average: Std. Dev. 0 0 0 0 LILAC WY EMERALD LN DS@660N EMERALD LN 94 86 100 90 Flexible0433-001 LILAC WY DS@660N EMERALD LN SLATE DR 91 77 100 91 Flexible0433-002 93 83 100 90Average: Std. Dev. 0 0 0 0 LONGVIEW DR CALEDONIA DR FONTANA DR 98 100 100 87 Flexible0236-001 LONGVIEW DR FONTANA DR SHADOW WOOD DR 95 93 100 85 Flexible0236-002 Page: 40Overview Pavement Condition Report IMS Infrastructure Management Services Page: 41 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 96 96 100 86Average: Std. Dev. 0 0 0 0 LYMAN LOOP MCLELLAN BLVD BURR ST 94 90 100 86 Flexible0237-001 LYMAN LOOP BURR ST DS@312W BURR ST 95 91 100 86 Flexible0237-002 LYMAN LOOP DS@312W BURR ST DS@972W BURR ST 93 88 100 86 Flexible0237-003 LYMAN LOOP DS@972W BURR ST MCLELLAN BLVD 94 90 100 86 Flexible0237-004 94 90 100 86Average: Std. Dev. 1 1 0 0 MADDEN CT EMERALD LN NORTH END 89 90 100 72 Flexible0238-001 89 90 100 72Average: Std. Dev. 0 0 0 0 MADISON CT W MADISON ST WEST END 89 78 100 85 Flexible0239-001 89 78 100 85Average: Std. Dev. 0 0 0 0 MADISON ST W WEST END MADISON CT 91 84 100 84 Flexible0387-001 MADISON ST W MADISON CT MORGAN ST 90 80 100 86 Flexible0387-002 90 81 100 86Average: Std. Dev. 0 0 0 0 MADISON ST W MORGAN ST ADAMS ST 87 91 100 68 Flexible0387-003 MADISON ST W ADAMS ST STATE ST 88 90 100 71 Flexible0387-004 MADISON ST W STATE ST S MAIN ST 90 97 100 68 Flexible0387-005 88 93 100 69Average: Std. Dev. 2 4 0 2 MADISON ST W S MAIN ST JEFFERSON ST 88 91 100 70 Flexible0387-006 88 91 100 70Average: Std. Dev. 0 0 0 0 MAIN ST E JOHNSON ST OAKWOOD ST 98 100 100 85 Flexible0135-001 MAIN ST E OAKWOOD ST BRUELL ST 96 96 100 84 Flexible0135-002 MAIN ST E BRUELL ST WOODWORTH ST 77 70 100 63 Flexible0135-003 MAIN ST E WOODWORTH ST MCHUGH RD 73 61 100 61 Flexible0135-004 88 84 100 75Average: Std. Dev.13 20 0 13 MAIN ST E MCHUGH RD WORSLEY ST 82 78 100 67 Flexible0136-001 MAIN ST E WORSLEY ST SANDERS CT 92 100 100 70 Flexible0136-002 MAIN ST E SANDERS CT DS@660W SANDERS CT 82 78 100 66 Flexible0136-003 83 81 100 67Average: Std. Dev. 3 7 0 2 MAIN ST E DS@660W SANDERS LIBERTY ST 80 70 100 70 Flexible0136-004 Page: 41Overview Pavement Condition Report IMS Infrastructure Management Services Page: 42 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CT MAIN ST E LIBERTY ST COLTON ST 80 81 100 59 Flexible0136-005 MAIN ST E COLTON ST W MAIN ST 82 86 100 60 Flexible0136-006 81 80 100 62Average: Std. Dev. 1 6 0 5 MAIN ST S S BRIDGE ST ELIZABETH ST 96 100 96 83 Rigid0329-000 96 100 96 83Average: Std. Dev. 0 0 0 0 MAIN ST S ELIZABETH ST PAVEMENT CHANGE 99 100 100 89 Flexible0329-001 MAIN ST S PAVEMENT CHANGE W BEECHER ST 98 96 100 90 Flexible0329-002 MAIN ST S W BEECHER ST W DOLPH ST 93 82 100 91 Flexible0329-003 MAIN ST S W DOLPH ST W ORANGE ST 95 88 100 90 Flexible0329-004 MAIN ST S W ORANGE ST W WASHINGTON ST 96 92 100 90 Flexible0329-005 MAIN ST S W WASHINGTON ST W FOX ST 92 80 100 91 Flexible0329-006 MAIN ST S W FOX ST W RIDGE ST 93 85 100 88 Flexible0329-007 MAIN ST S W RIDGE ST W MADISON ST 98 99 100 86 Flexible0329-008 MAIN ST S W MADISON ST W VAN EMMON ST 93 94 100 80 Flexible0329-009 MAIN ST S W VAN EMMON ST W HYDRAULIC AVE 87 77 100 80 Flexible0329-010 94 88 100 88Average: Std. Dev. 3 8 0 4 MAIN ST W E MAIN ST CHURCH ST 82 74 100 71 Flexible0388-001 MAIN ST W CHURCH ST KING ST 90 99 100 67 Flexible0388-002 MAIN ST W KING ST WEST END 81 87 100 56 Flexible0388-003 85 86 100 66Average: Std. Dev. 5 14 0 7 MARKETPLACE DR MCHUGH RD LANDMARK AVE 90 100 100 66 Flexible0241-001 MARKETPLACE DR LANDMARK AVE DS@660N LANDMARK AVE 91 100 100 68 Flexible0241-002 MARKETPLACE DR DS@660N LANDMARK AVE E VETERANS PKWY 87 98 100 59 Flexible0241-003 90 100 100 65Average: Std. Dev. 2 1 0 4 MARKETVIEW DR KENNEDY RD DS@660S KENNEDY RD 92 93 94 81 Rigid0242-001 MARKETVIEW DR DS@660S KENNEDY RD CARPENTER ST 92 95 92 80 Rigid0242-002 MARKETVIEW DR CARPENTER ST MENARD DR 92 95 93 81 Rigid0242-003 MARKETVIEW DR MENARD DR DS@660S MENARD DR 89 93 92 76 Rigid0242-004 MARKETVIEW DR DS@660S MENARD DR E COUNTRYSIDE PKWY 89 96 87 76 Rigid0242-005 91 94 92 79Average: Std. Dev. 2 1 1 3 MARQUETTE ST BERTRAM DR BURNETT ST 78 69 100 67 Flexible0243-001 Page: 42Overview Pavement Condition Report IMS Infrastructure Management Services Page: 43 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # MARQUETTE ST BURNETT ST DS@660N BURNETT ST 90 87 100 79 Flexible0243-002 MARQUETTE ST DS@660N BURNETT ST BURNETT ST 83 74 100 74 Flexible0243-003 86 80 100 75Average: Std. Dev. 6 10 0 6 MARTIN AVE JACKSON ST CITY LIMIT 87 88 100 71 Flexible0244-001 87 88 100 71Average: Std. Dev. 0 0 0 0 MATLOCK DR BERRYWOOD LN GRANDE TRL 78 82 100 54 Flexible0245-001 78 82 100 54Average: Std. Dev. 0 0 0 0 MCHUGH RD CITY LIMIT MARTIN AVE 91 100 100 69 Flexible0246-001 91 100 100 69Average: Std. Dev. 0 0 0 0 MCHUGH RD MARTIN AVE ELM ST 94 98 100 77 Flexible0246-002 MCHUGH RD ELM ST E PARK ST 86 77 100 78 Flexible0246-003 MCHUGH RD E PARK ST E SOMONAUK ST 92 91 100 79 Flexible0246-004 91 88 100 78Average: Std. Dev. 4 11 0 1 MCHUGH RD E SOMONAUK ST E SPRING ST 92 89 100 82 Flexible0246-005 MCHUGH RD E SPRING ST DS@660S E SPRING ST 98 100 100 86 Flexible0246-006 MCHUGH RD DS@660S E SPRING ST E MAIN ST 93 86 100 86 Flexible0246-007 95 94 100 85Average: Std. Dev. 4 8 0 2 MCHUGH RD KENNEDY RD BLUESTEM DR 93 99 100 74 Flexible0247-001 MCHUGH RD BLUESTEM DR DS@660S BLUESTEM DR 90 96 100 69 Flexible0247-002 MCHUGH RD DS@660S BLUESTEM DR HAYDEN DR 90 96 100 70 Flexible0247-003 MCHUGH RD HAYDEN DR DS@660S HAYDEN DR 83 90 100 59 Flexible0247-004 MCHUGH RD DS@660S HAYDEN DR PRAIRIE POINTE DR 89 91 100 71 Flexible0247-005 MCHUGH RD PRAIRIE POINTE DR E COUNTRYSIDE PKWY 87 91 100 66 Flexible0247-006 88 94 100 67Average: Std. Dev. 4 4 0 6 MCHUGH RD E COUNTRYSIDE PKWY DS@660S E COUNTRYSIDE PKW 73 53 80 81 Rigid0247-007 MCHUGH RD DS@660S E DS@1320S E 90 92 90 79 Rigid0247-008 Page: 43Overview Pavement Condition Report IMS Infrastructure Management Services Page: 44 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # COUNTRYSIDE PKW COUNTRYSIDE PK MCHUGH RD DS@1320S E COUNTRYSIDE PK E VETERANS PKWY 84 77 83 83 Rigid0247-009 82 73 85 81Average: Std. Dev.10 23 6 2 MCHUGH RD E VETERANS PKWY FARMSTEAD DR 63 43 70 74 Rigid0247-010 63 43 70 74Average: Std. Dev. 0 0 0 0 MCHUGH RD FARMSTEAD DR CITY LIMIT 80 88 100 51 Flexible0247-011 MCHUGH RD CITY LIMIT MARKETPLACE DR 90 100 100 66 Flexible0247-012 MCHUGH RD MARKETPLACE DR HERITAGE DR 86 96 100 59 Flexible0247-013 MCHUGH RD HERITAGE DR CITY LIMIT 82 85 100 60 Flexible0247-014 84 90 100 60Average: Std. Dev. 3 8 0 2 MCLELLAN BLVD GRANDE TRL CONSTITUTION WAY 84 87 100 63 Flexible0248-001 MCLELLAN BLVD CONSTITUTION WAY CRYDER WAY 85 90 100 62 Flexible0248-002 MCLELLAN BLVD CRYDER WAY ALDEN AVE 87 90 100 68 Flexible0248-003 MCLELLAN BLVD ALDEN AVE DS@660S ALDEN AVE 85 91 100 63 Flexible0248-004 MCLELLAN BLVD DS@660S ALDEN AVE CRYDER WAY 76 81 100 50 Flexible0248-005 MCLELLAN BLVD CRYDER WAY GRANDE TRL 79 88 100 49 Flexible0248-006 82 88 100 58Average: Std. Dev. 4 4 0 8 MCLELLAN BLVD GRANDE TRL DS@660S GRANDE TRL 77 71 100 62 Flexible0248-007 MCLELLAN BLVD DS@660S GRANDE TRL LYMAN LOOP 83 75 100 72 Flexible0248-008 79 72 100 65Average: Std. Dev. 0 0 0 0 MCMURTRIE CT ALAN DALE LN WEST END 97 94 100 89 Flexible0249-001 97 94 100 89Average: Std. Dev. 0 0 0 0 MCMURTRIE WAY ALAN DALE LN GOLDENROD DR 98 94 100 91 Flexible0250-001 MCMURTRIE WAY GOLDENROD DR ELDEN DR 95 88 100 90 Flexible0250-002 MCMURTRIE WAY ELDEN DR DS@660E ELDEN DR 96 91 100 90 Flexible0250-003 MCMURTRIE WAY DS@660E ELDEN DR DS@1320E ELDEN DR 94 87 100 89 Flexible0250-004 MCMURTRIE WAY DS@1320E ELDEN DR FAXON RD 95 88 100 90 Flexible0250-005 95 89 100 90Average: Std. Dev. 1 3 0 1 MEADOW ROSE LN CANDLEBERRY LN EAST END 95 88 100 90 Flexible0251-001 95 88 100 90Average: Std. Dev. 0 0 0 0 Page: 44Overview Pavement Condition Report IMS Infrastructure Management Services Page: 45 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # MEADOWLARK CT MEADOWLARK LN WEST END 81 66 100 76 Flexible0252-001 81 66 100 76Average: Std. Dev. 0 0 0 0 MEADOWLARK LN GREENFIELD TURN MEADOWLARK CT 82 71 100 75 Flexible0253-001 MEADOWLARK LN MEADOWLARK CT DS@660N MEADOWLARK CT 89 90 100 74 Flexible0253-002 MEADOWLARK LN DS@660N MEADOWLARK CT GREENFIELD TURN 90 96 100 69 Flexible0253-003 88 87 100 73Average: Std. Dev. 3 10 0 3 MEADOWVIEW LN YELLOWSTONE LN NORTON LN 84 87 100 63 Flexible0254-001 MEADOWVIEW LN NORTON LN RED TAIL LN 79 74 100 64 Flexible0254-002 81 80 100 64Average: Std. Dev. 0 0 0 0 MENARD DR MARKETVIEW DR N BRIDGE ST 78 73 75 78 Rigid0255-001 78 73 75 78Average: Std. Dev. 0 0 0 0 MIDNIGHT PL OLIVE LN AUTUMN CREEK BLVD 95 91 100 88 Flexible0451-001 95 91 100 88Average: Std. Dev. 0 0 0 0 MILL BROOK CIR E PRESTON DR OWEN CT 77 71 100 62 Flexible0137-001 MILL BROOK CIR E OWEN CT GAINS CT 77 72 100 61 Flexible0137-002 MILL BROOK CIR E GAINS CT SHERIDAN CT 90 90 100 78 Flexible0137-003 80 76 100 66Average: Std. Dev. 6 9 0 8 MILL BROOK CIR E SHERIDAN CT KETCHUM CT 94 91 100 86 Flexible0137-004 MILL BROOK CIR E KETCHUM CT SILVER SPRING CT 91 85 100 86 Flexible0137-005 93 88 100 86Average: Std. Dev. 0 0 0 0 MILL BROOK CIR E SILVER SPRING CT BLACKHAWK BLVD 93 91 100 84 Flexible0137-006 MILL BROOK CIR E BLACKHAWK BLVD WEST END 92 91 100 81 Flexible0137-007 93 91 100 84Average: Std. Dev. 0 0 0 0 MILL RD KENNEDY RD DS@660E KENNEDY RD 76 88 100 43 Flexible0256-001 MILL RD DS@660E KENNEDY RD BIG ROCK BLVD 64 79 68 42 Flexible0256-002 MILL RD BIG ROCK BLVD DS@660E BIG ROCK BLVD 79 98 89 49 Flexible0256-003 MILL RD DS@660E BIG ROCK DS@1320E BIG ROCK 52 73 43 33 Flexible0256-004 Page: 45Overview Pavement Condition Report IMS Infrastructure Management Services Page: 46 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BLVD BLVD MILL RD DS@1320E BIG ROCK BLVD TUSCANY TRL 58 71 48 47 Flexible0256-005 MILL RD TUSCANY TRL DS@660E TUSCANY TRL 71 86 79 47 Flexible0256-006 MILL RD DS@660E TUSCANY TRL DS@1320E TUSCANY TRL 58 71 41 51 Flexible0256-007 MILL RD DS@1320E TUSCANY TRL ALLEGIANCE CROSSING 84 90 100 63 Flexible0256-008 68 83 72 46Average: Std. Dev.11 10 23 8 MILL ST SCHOOLHOUSE RD ILLINI DR 79 69 68 89 Flexible0257-001 MILL ST ILLINI DR WALTER ST 91 82 97 88 Flexible0257-002 MILL ST WALTER ST OLSEN ST 93 83 99 90 Flexible0257-003 MILL ST OLSEN ST E ORANGE ST 94 90 100 86 Flexible0257-004 MILL ST E ORANGE ST E WASHINGTON ST 95 91 100 88 Flexible0257-005 MILL ST E WASHINGTON ST E FOX ST 98 99 100 87 Flexible0257-006 91 85 92 88Average: Std. Dev. 8 12 16 1 MILL ST E FOX ST E RIDGE ST 90 100 100 65 Flexible0257-007 MILL ST E RIDGE ST E VAN EMMON ST 87 99 100 59 Flexible0257-008 88 99 100 62Average: Std. Dev. 0 0 0 0 MILL ST E VAN EMMON ST E HYDRAULIC AVE 89 92 100 71 Flexible0257-009 89 92 100 71Average: Std. Dev. 0 0 0 0 MISTWOOD CT HEARTLAND DR SOUTH END 92 97 100 74 Flexible0258-001 92 97 100 74Average: Std. Dev. 0 0 0 0 MONTROSE CT WREN RD EAST END 93 90 100 84 Flexible0259-001 93 90 100 84Average: Std. Dev. 0 0 0 0 MORGAN ST W HYDRAULIC AVE W HYDRAULIC AVE 84 94 100 56 Flexible0260-001 MORGAN ST W HYDRAULIC AVE W VAN EMMON ST 88 90 100 70 Flexible0260-002 MORGAN ST W VAN EMMON ST W MADISON ST 86 97 100 58 Flexible0260-003 MORGAN ST W MADISON ST W RIDGE ST 76 87 100 42 Flexible0260-004 MORGAN ST W RIDGE ST W FOX ST 80 86 100 54 Flexible0260-005 82 90 100 55Average: Std. Dev. 5 5 0 9 MORGAN ST W FOX ST W WASHINGTON ST 90 80 100 85 Flexible0260-006 MORGAN ST W WASHINGTON ST W WASHINGTON ST 85 68 100 86 Flexible0260-007 MORGAN ST W WASHINGTON ST W DOLPH ST 94 90 100 86 Flexible0260-008 MORGAN ST W DOLPH ST BLAINE ST 94 90 100 85 Flexible0260-009 Page: 46Overview Pavement Condition Report IMS Infrastructure Management Services Page: 47 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 86 100 85Average: Std. Dev. 3 7 0 1 MULHERN CT E KENDALL DR EAST END 93 91 100 83 Flexible0261-001 93 91 100 83Average: Std. Dev. 0 0 0 0 NADEN CT CENTER PKWY EAST END 92 85 100 86 Flexible0265-001 92 85 100 86Average: Std. Dev. 0 0 0 0 NEWBURY CT FAIRHAVEN DR NORTH END 83 75 100 73 Flexible0266-001 83 75 100 73Average: Std. Dev. 0 0 0 0 NORTHLAND LN BLACKBERRY SHORE LN DS@660N BLACKBERRY SHORE 89 84 100 78 Flexible0267-001 NORTHLAND LN DS@660N BLACKBERRY SHORE WESTERN LN 83 75 100 73 Flexible0267-002 NORTHLAND LN WESTERN LN DS@660N WESTERN LN 79 71 100 66 Flexible0267-003 NORTHLAND LN DS@660N WESTERN LN YELLOWSTONE LN 86 86 100 69 Flexible0267-004 84 79 100 72Average: Std. Dev. 6 8 0 7 NORTON LN MEADOWVIEW LN CANNONBALL TRL 87 88 100 71 Flexible0268-001 87 88 100 71Average: Std. Dev. 0 0 0 0 NORWAY CIR WHITE OAK WAY DS@660N WHITE OAK WAY 89 88 100 75 Flexible0269-001 NORWAY CIR DS@660N WHITE OAK WAY NORWAY CT 86 82 100 73 Flexible0269-002 NORWAY CIR NORWAY CT DS@660N NORWAY CT 83 78 100 69 Flexible0269-003 NORWAY CIR DS@660N NORWAY CT FIR CT 79 78 100 59 Flexible0269-004 NORWAY CIR FIR CT WHITE OAK WAY 76 73 100 58 Flexible0269-005 84 81 100 69Average: Std. Dev. 5 7 0 7 NORWAY CT NORWAY CIR SOUTH END 83 88 100 61 Flexible0270-001 83 88 100 61Average: Std. Dev. 0 0 0 0 OAK ST CANNONBALL TRL WEST END 87 84 100 74 Flexible0271-001 Page: 47Overview Pavement Condition Report IMS Infrastructure Management Services Page: 48 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 87 84 100 74Average: Std. Dev. 0 0 0 0 OAKWOOD ST SOUTH END E MAIN ST 92 84 100 86 Flexible0272-001 OAKWOOD ST E MAIN ST BEHRENS ST 94 88 100 87 Flexible0272-002 93 86 100 87Average: Std. Dev. 0 0 0 0 OLD GLORY CT OLD GLORY DR NORTH END 78 74 100 62 Flexible0273-001 78 74 100 62Average: Std. Dev. 0 0 0 0 OLD GLORY DR CRYDER WAY DS@660S CRYDER WAY 79 81 100 57 Flexible0274-001 79 81 100 57Average: Std. Dev. 0 0 0 0 OLD GLORY DR DS@660S CRYDER WAY AMOS AVE 80 78 100 62 Flexible0275-001 OLD GLORY DR AMOS AVE DS@660S AMOS AVE 80 80 100 60 Flexible0275-002 OLD GLORY DR DS@660S AMOS AVE OLD GLORY CT 77 79 100 54 Flexible0275-003 OLD GLORY DR OLD GLORY CT ALDEN AVE 74 78 100 48 Flexible0275-004 OLD GLORY DR ALDEN AVE SUNSET AVE 68 70 100 40 Flexible0275-005 77 77 100 55Average: Std. Dev. 5 4 0 9 OLIVE LN PRAIRE GRASS LN MIDNIGHT PL 93 86 100 87 Flexible0450-001 OLIVE LN MIDNIGHT PL NORTH END 93 86 100 86 Flexible0450-002 93 86 100 86Average: Std. Dev. 0 0 0 0 OLSEN ST MILL ST EAST END 84 80 100 70 Flexible0276-001 84 80 100 70Average: Std. Dev. 0 0 0 0 OMAHA DR CLEARWATER DR HOMESTEAD DR 92 93 100 78 Flexible0277-001 92 93 100 78Average: Std. Dev. 0 0 0 0 OMAHA DR CLEARWATER DR KATE DR 89 88 100 75 Flexible0278-001 OMAHA DR KATE DR REDWOOD DR 89 85 100 77 Flexible0278-002 OMAHA DR REDWOOD DR GRACE DR 87 78 100 79 Flexible0278-003 OMAHA DR GRACE DR AUBURN DR 90 88 100 77 Flexible0278-004 OMAHA DR AUBURN DR E SPRING ST 91 91 100 77 Flexible0278-005 89 86 100 77Average: Std. Dev. 1 5 0 1 ORANGE ST E W ORANGE ST HEUSTIS ST 89 94 100 70 Flexible0138-001 Page: 48Overview Pavement Condition Report IMS Infrastructure Management Services Page: 49 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ORANGE ST E HEUSTIS ST MILL ST 84 81 100 70 Flexible0138-002 87 90 100 70Average: Std. Dev. 0 0 0 0 ORANGE ST E MILL ST EAST END 71 58 100 58 Flexible0138-003 71 58 100 58Average: Std. Dev. 0 0 0 0 ORANGE ST W ADRIAN ST STATE ST 81 59 100 84 Flexible0389-001 ORANGE ST W STATE ST S MAIN ST 85 72 100 80 Flexible0389-002 ORANGE ST W S MAIN ST S BRIDGE ST 88 86 100 75 Flexible0389-003 85 72 100 80Average: Std. Dev. 4 14 0 5 ORCHID ST EMERALD LN LAVENDER WAY 89 94 100 69 Flexible0279-001 ORCHID ST LAVENDER WAY AUTUMN CREEK BLVD 94 100 100 75 Flexible0279-002 ORCHID ST AUTUMN CREEK BLVD DS@660W AUTUMN CREEK BLVD 89 85 100 77 Flexible0279-003 ORCHID ST DS@660W AUTUMN CREEK BLVD CRIMSON LN 91 90 100 78 Flexible0279-004 91 93 100 75Average: Std. Dev. 3 8 0 3 OVERLOOK CT CANNONBALL TRL ANDREA CT 89 90 100 74 Flexible0280-001 OVERLOOK CT ANDREA CT SOUTH END 83 73 100 76 Flexible0280-002 85 79 100 75Average: Std. Dev. 0 0 0 0 PALMER CT W COUNTRYSIDE PKWY NORTH END 94 90 100 86 Flexible0281-001 94 90 100 86Average: Std. Dev. 0 0 0 0 PARK ST E MCHUGH RD DS@660W MCHUGH RD 67 63 100 43 Flexible0139-001 PARK ST E DS@660W MCHUGH RD FREEMONT ST 64 60 100 40 Flexible0139-002 PARK ST E FREEMONT ST LIBERTY ST 68 64 100 46 Flexible0139-003 67 63 100 43Average: Std. Dev. 1 1 0 3 PARK ST E LIBERTY ST BRISTOL AVE 78 94 100 42 Flexible0139-004 PARK ST E BRISTOL AVE N BRIDGE ST 83 73 100 75 Flexible0139-005 81 81 100 62Average: Std. Dev. 0 0 0 0 PARKSIDE LN DEERPOINT LN DS@728W DEERPOINT LN 85 85 100 69 Flexible0285-001 Page: 49Overview Pavement Condition Report IMS Infrastructure Management Services Page: 50 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PARKSIDE LN DS@728W DEERPOINT LN COUNTRY HILLS DR 95 100 100 77 Flexible0285-002 PARKSIDE LN COUNTRY HILLS DR HEARTHSTONE AVE 89 93 100 71 Flexible0285-003 PARKSIDE LN HEARTHSTONE AVE HATFIELD AVE 92 100 100 71 Flexible0285-004 PARKSIDE LN HATFIELD AVE DS@660W HATFIELD AVE 89 90 100 74 Flexible0285-005 PARKSIDE LN DS@660W HATFIELD AVE RAINTREE RD 89 88 100 74 Flexible0285-006 90 92 100 73Average: Std. Dev. 4 6 0 3 PARKSIDE LN RAINTREE RD WARBLER LN 91 100 100 67 Flexible0285-007 PARKSIDE LN WARBLER LN COACH RD 93 94 100 78 Flexible0285-008 92 97 100 73Average: Std. Dev. 0 0 0 0 PATRICK CT CANNONBALL TRL WEST END 95 90 100 87 Flexible0286-001 95 90 100 87Average: Std. Dev. 0 0 0 0 PATRIOT CT GRANDE TRL SOUTH END 83 69 100 79 Flexible0287-001 83 69 100 79Average: Std. Dev. 0 0 0 0 PAVILLION RD FOX RD DS@660N FOX RD 96 93 100 89 Flexible0288-001 PAVILLION RD DS@660N FOX RD DS@1320N FOX RD 99 99 100 90 Flexible0288-002 PAVILLION RD DS@1320N FOX RD DS@1980N FOX RD 99 98 100 90 Flexible0288-003 PAVILLION RD DS@1980N FOX RD SOUTH CITY LIMIT 96 92 100 89 Flexible0288-004 98 96 100 90Average: Std. Dev. 2 4 0 1 PAVILLION RD IL RT 71 DS@660N IL RT 71 95 90 100 88 Flexible0289-001 95 90 100 88Average: Std. Dev. 0 0 0 0 PAVILLION RD DS@660N IL RT 71 NORTH CITY LIMIT 94 91 100 85 Flexible0290-001 94 91 100 85Average: Std. Dev. 0 0 0 0 PENMAN RD SOUTH END PRESTWICK LN 95 88 100 89 Flexible0291-001 PENMAN RD PRESTWICK LN DS@660N PRESTWICK LN 98 100 100 87 Flexible0291-002 PENMAN RD DS@660N PRESTWICK LN SCHOOLHOUSE RD 98 100 100 87 Flexible0291-003 97 97 100 87Average: Std. Dev. 2 5 0 1 PENSACOLA ST TAMPA DR BISCAYNE LN 88 85 100 75 Flexible0292-001 PENSACOLA ST BISCAYNE LN PLEASANT CT 88 84 100 76 Flexible0292-002 Page: 50Overview Pavement Condition Report IMS Infrastructure Management Services Page: 51 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PENSACOLA ST PLEASANT CT SARASOTA AVE 89 86 100 76 Flexible0292-003 88 85 100 76Average: Std. Dev. 1 1 0 1 PHELPS CT FAIRFAX WAY WEST END 93 93 100 80 Flexible0293-001 93 93 100 80Average: Std. Dev. 0 0 0 0 PIERPONT LN ROSENWINKEL ST GARDINER AVE 87 87 100 71 Flexible0294-001 87 87 100 71Average: Std. Dev. 0 0 0 0 PINEWOOD DR SHADOW WOOD DR DS@660N SHADOW WOOD DR 99 100 100 88 Flexible0295-001 PINEWOOD DR DS@660N SHADOW WOOD DR CALEDONIA DR 98 99 100 87 Flexible0295-002 99 100 100 88Average: Std. Dev. 0 0 0 0 PLEASANT CT PENSACOLA ST SOUTH END 88 85 100 75 Flexible0296-001 88 85 100 75Average: Std. Dev. 0 0 0 0 PLYMOUTH AVE ROSENWINKEL ST TIMBALIER ST 86 81 100 75 Flexible0297-001 PLYMOUTH AVE TIMBALIER ST DS@660E TIMBALIER ST 85 77 100 75 Flexible0297-002 PLYMOUTH AVE DS@660E TIMBALIER ST TIMBALIER ST 87 83 100 75 Flexible0297-003 PLYMOUTH AVE TIMBALIER ST BRISTOL BAY DR 89 83 100 80 Flexible0297-004 86 80 100 76Average: Std. Dev. 2 4 0 2 POPLAR DR WEST FOX ST KELLY AVE 89 91 100 72 Flexible0298-001 POPLAR DR KELLY AVE FLINT CREEK LN 93 99 100 75 Flexible0298-002 POPLAR DR FLINT CREEK LN KELLY AVE 92 96 100 74 Flexible0298-003 POPLAR DR KELLY AVE AARON LN 87 88 100 71 Flexible0298-004 POPLAR DR AARON LN WINDHAM CIR 88 88 100 73 Flexible0298-005 POPLAR DR WINDHAM CIR TYLER CREEK CT 85 84 100 68 Flexible0298-006 POPLAR DR TYLER CREEK CT SHARON LN 91 90 100 77 Flexible0298-007 POPLAR DR SHARON LN STONY CREEK LN 86 88 100 67 Flexible0298-008 POPLAR DR STONY CREEK LN WINDHAM CIR 87 88 100 69 Flexible0298-009 89 91 100 73Average: Std. Dev. 3 5 0 3 POWERS CT W KENDALL DR NORTH END 94 97 100 79 Flexible0299-001 94 97 100 79Average: Std. Dev. 0 0 0 0 PRAIRE GRASS LN AUTUMN CREEK DS@660S AUTUMN 87 77 100 82 Flexible0300-001 Page: 51Overview Pavement Condition Report IMS Infrastructure Management Services Page: 52 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # BLVD CREEK BLVD PRAIRE GRASS LN DS@660S AUTUMN CREEK BLVD OLIVE LN 88 77 100 83 Flexible0300-002 PRAIRE GRASS LN OLIVE LN HAYDEN DR 85 85 100 69 Flexible0300-003 86 81 100 76Average: Std. Dev. 1 6 0 9 PRAIRIE CLOVER DR HAYDEN DR EAST END 92 97 100 74 Flexible0301-001 92 97 100 74Average: Std. Dev. 0 0 0 0 PRAIRIE CROSSING DR COUNTRY HILLS DR TREMONT AVE 91 95 100 72 Flexible0302-001 PRAIRIE CROSSING DR TREMONT AVE DS@660N TREMONT AVE 93 99 100 73 Flexible0302-002 PRAIRIE CROSSING DR DS@660N TREMONT AVE DEERPOINT LN 87 84 100 75 Flexible0302-003 PRAIRIE CROSSING DR DEERPOINT LN INGEMUNSON LN 86 84 100 72 Flexible0302-004 PRAIRIE CROSSING DR INGEMUNSON LN HAWK HOLLOW DR 93 100 100 74 Flexible0302-005 PRAIRIE CROSSING DR HAWK HOLLOW DR HAMPTON LN 95 100 100 77 Flexible0302-006 PRAIRIE CROSSING DR HAMPTON LN WREN RD 93 99 100 73 Flexible0302-007 PRAIRIE CROSSING DR WREN RD EAST END 93 100 100 73 Flexible0302-008 91 95 100 74Average: Std. Dev. 4 8 0 2 PRAIRIE LN LEISURE ST HILLCREST AVE 98 98 100 89 Flexible0303-001 98 98 100 89Average: Std. Dev. 0 0 0 0 PRAIRIE MEADOWS DR KENNEDY RD BLUESTEM DR 83 81 100 68 Flexible0304-001 83 81 100 68Average: Std. Dev. 0 0 0 0 PRAIRIE POINTE DR MCHUGH RD CRIMSON LN 85 86 100 66 Flexible0449-001 85 86 100 66Average: Std. Dev. 0 0 0 0 PRAIRIE ROSE LN BLUESTEM DR DS@660N BLUESTEM DR 87 87 100 71 Flexible0305-001 PRAIRIE ROSE LN DS@660N BLUESTEM DR HAYDEN DR 86 85 100 71 Flexible0305-002 87 86 100 71Average: Std. Dev. 0 0 0 0 Page: 52Overview Pavement Condition Report IMS Infrastructure Management Services Page: 53 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # PRESTON DR TUSCANY LN E MILL BROOK CIR 89 93 100 71 Flexible0306-001 89 93 100 71Average: Std. Dev. 0 0 0 0 PRESTON DR TUSCANY TAIL HAVENHILL CT 72 76 100 45 Flexible0307-001 PRESTON DR HAVENHILL CT EVANS CT 67 65 100 43 Flexible0307-002 PRESTON DR EVANS CT PRESTON CT 74 81 100 46 Flexible0307-003 PRESTON DR PRESTON CT EAST END 80 87 100 55 Flexible0307-004 72 75 100 47Average: Std. Dev. 6 11 0 6 PRESTWICK LN PENMAN RD SHETLAND LN 94 90 100 86 Flexible0308-001 PRESTWICK LN SHETLAND LN WHITEKIRK LN 99 98 100 90 Flexible0308-002 97 95 100 88Average: Std. Dev. 0 0 0 0 PURCELL ST CANNONBALL TRL DS@660W CANNONBALL TRL 92 85 100 86 Flexible0309-001 92 85 100 86Average: Std. Dev. 0 0 0 0 PURCELL ST DS@660W CANNONBALL TRL N CARLY CIR 96 90 100 90 Flexible0309-002 PURCELL ST N CARLY CIR WEST END 92 84 100 87 Flexible0309-003 95 89 100 89Average: Std. Dev. 0 0 0 0 RAINTREE RD STAGECOACH TRAIL HAZELTINE WAY 95 100 100 78 Flexible0310-001 RAINTREE RD HAZELTINE WAY SUNNY DELL DR 93 100 100 73 Flexible0310-002 RAINTREE RD SUNNY DELL DR DS@660S SUNNY DELL DR 95 100 100 79 Flexible0310-003 RAINTREE RD DS@660S SUNNY DELL DR KINGSMILL ST 92 96 100 75 Flexible0310-004 RAINTREE RD KINGSMILL ST PARKSIDE LN 93 99 100 75 Flexible0310-005 94 99 100 77Average: Std. Dev. 1 1 0 2 RED TAIL CT ALAN DALE LN WEST END 84 78 100 73 Flexible0311-001 84 78 100 73Average: Std. Dev. 0 0 0 0 RED TAIL LN RED TAIL CT MEADOWVIEW LN 79 75 100 63 Flexible0312-001 79 75 100 63Average: Std. Dev. 0 0 0 0 REDBUD DR ALAN DALE LN DS@660E ALAN DALE LN 93 85 100 88 Flexible0313-001 REDBUD DR DS@660E ALAN DALE LN CATALPA TRL 88 74 100 87 Flexible0313-002 Page: 53Overview Pavement Condition Report IMS Infrastructure Management Services Page: 54 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # REDBUD DR CATALPA TRL SUMAC DR 85 68 100 86 Flexible0313-003 90 78 100 87Average: Std. Dev. 4 9 0 1 REDHORSE LN KELLY AVE FLINT CREEK LN 91 91 100 78 Flexible0314-001 REDHORSE LN FLINT CREEK LN SOUTH END 85 78 100 75 Flexible0314-002 89 86 100 77Average: Std. Dev. 0 0 0 0 REDWOOD DR OMAHA DR TAUS CIR 89 86 100 76 Flexible0315-001 89 86 100 76Average: Std. Dev. 0 0 0 0 RENA LN ELDAMAIN RD CAROLYN CT 92 99 100 72 Flexible0316-001 RENA LN CAROLYN CT NORTH END 97 93 100 90 Flexible0316-002 94 96 100 81Average: Std. Dev. 0 0 0 0 RICHMOND AVE FAIRFAX WAY COUNTRY HILLS DR 83 68 100 80 Flexible0317-004 83 68 100 80Average: Std. Dev. 0 0 0 0 RIDGE ST CITY LIMIT MAIN ST 97 93 100 90 Flexible0318-001 97 93 100 90Average: Std. Dev. 0 0 0 0 RIDGE ST E MILL ST EAST END 88 75 100 85 Flexible0140-001 88 75 100 85Average: Std. Dev. 0 0 0 0 RIDGE ST W S MAIN ST STATE ST 88 84 100 77 Flexible0390-002 RIDGE ST W STATE ST STATE ST 92 83 100 87 Flexible0390-003 RIDGE ST W STATE ST ADAMS ST 97 97 100 87 Flexible0390-004 RIDGE ST W ADAMS ST MORGAN ST 90 77 100 88 Flexible0390-005 RIDGE ST W MORGAN ST WEST END 91 82 100 86 Flexible0390-006 91 82 100 85Average: Std. Dev. 2 4 0 4 RIVER BIRCH DR EAST END RIVER BIRCH LN 83 82 100 65 Flexible0319-001 RIVER BIRCH DR RIVER BIRCH LN WEST END 82 85 100 59 Flexible0319-002 82 84 100 62Average: Std. Dev. 0 0 0 0 RIVER BIRCH LN WHITE OAK WAY RIVER BIRCH DR 82 84 100 60 Flexible0320-001 82 84 100 60Average: Std. Dev. 0 0 0 0 RIVER ST W CITY LIMIT KING ST 95 97 100 82 Flexible0391-001 Page: 54Overview Pavement Condition Report IMS Infrastructure Management Services Page: 55 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 95 97 100 82Average: Std. Dev. 0 0 0 0 RIVER ST W KING ST CHURCH ST 87 76 100 82 Flexible0391-002 RIVER ST W CHURCH ST S BRIDGE ST 98 97 100 88 Flexible0391-003 92 86 100 85Average: Std. Dev. 0 0 0 0 RODAK CT BENJAMIN ST EAST END 89 82 100 80 Flexible0441-001 89 82 100 80Average: Std. Dev. 0 0 0 0 ROOD ST ALDEN AVE DS@660S ALDEN AVE 83 72 100 76 Flexible0321-001 83 72 100 76Average: Std. Dev. 0 0 0 0 ROOD ST DS@660S ALDEN AVE HENNING LN 85 75 100 78 Flexible0322-001 85 75 100 78Average: Std. Dev. 0 0 0 0 ROSENWINKEL ST GALENA RD DS@660N GALENA RD 87 90 100 69 Flexible0323-001 ROSENWINKEL ST DS@660N GALENA RD DS@1320N GALENA RD 91 100 100 68 Flexible0323-002 ROSENWINKEL ST DS@1320N GALENA RD BERTRAM DR 91 100 100 68 Flexible0323-003 ROSENWINKEL ST BERTRAM DR PIERPONT LN 82 79 100 67 Flexible0323-004 ROSENWINKEL ST PIERPONT LN BRISTOL BAY DR 85 84 100 70 Flexible0323-005 ROSENWINKEL ST BRISTOL BAY DR PLYMOUTH AVE 87 87 100 71 Flexible0323-006 ROSENWINKEL ST PLYMOUTH AVE NORTH END 90 91 100 74 Flexible0323-007 88 91 100 69Average: Std. Dev. 3 8 0 1 ROSENWINKEL ST N BRIDGE ST DS@660E N BRIDGE ST 95 97 100 82 Flexible0324-001 ROSENWINKEL ST DS@660E N BRIDGE ST DS@1320E N BRIDGE ST 93 93 100 81 Flexible0324-002 ROSENWINKEL ST DS@1320E N BRIDGE ST EAST END 94 91 100 84 Flexible0324-003 94 94 100 82Average: Std. Dev. 1 3 0 2 RUBY DR EMERALD LN EAST END 95 88 100 91 Flexible0437-001 95 88 100 91Average: Std. Dev. 0 0 0 0 RYAN CT EAST END CALEDONIA DR 96 100 100 81 Flexible0325-001 Page: 55Overview Pavement Condition Report IMS Infrastructure Management Services Page: 56 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 96 100 100 81Average: Std. Dev. 0 0 0 0 RYAN DR CALEDONIA DR DS@660S CALEDONIA DR 94 95 100 81 Flexible0326-001 RYAN DR DS@660S CALEDONIA DR CALEDONIA DR 96 100 100 81 Flexible0326-002 95 98 100 81Average: Std. Dev. 0 0 0 0 SAGE CT CRIMSON LN WEST END 94 90 100 86 Flexible0330-001 94 90 100 86Average: Std. Dev. 0 0 0 0 SANDERS CT E MAIN ST NORTH END 63 41 100 57 Flexible0331-001 63 41 100 57Average: Std. Dev. 0 0 0 0 SARASOTA AVE BERTRAM DR PENSACOLA ST 88 73 100 87 Flexible0332-001 88 73 100 87Average: Std. Dev. 0 0 0 0 SEELEY ST ALLEGIANCE CROSSING BERRYWOOD LN 78 76 100 59 Flexible0334NEW-001 78 76 100 59Average: Std. Dev. 0 0 0 0 SEQUOIA CIR EAST END SYCAMORE RD 82 73 100 71 Flexible0335-001 82 73 100 71Average: Std. Dev. 0 0 0 0 SHADOW WOOD DR WEST END LAUREN DR 98 100 100 87 Flexible0336-001 SHADOW WOOD DR LAUREN DR PINEWOOD DR 96 97 100 84 Flexible0336-002 SHADOW WOOD DR PINEWOOD DR LONGVIEW DR 98 100 100 85 Flexible0336-003 SHADOW WOOD DR LONGVIEW DR WHEATON AVE 98 100 100 87 Flexible0336-004 97 99 100 85Average: Std. Dev. 1 2 0 2 SHETLAND CT NORTH END SHETLAND LN 97 97 100 87 Flexible0337-001 97 97 100 87Average: Std. Dev. 0 0 0 0 SHETLAND LN SHETLAND CT PRESTWICK LN 95 94 100 85 Flexible0338-001 95 94 100 85Average: Std. Dev. 0 0 0 0 SHOEGER CT SHOEGER DR NORTH END 73 67 100 56 Flexible0339-001 Page: 56Overview Pavement Condition Report IMS Infrastructure Management Services Page: 57 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 73 67 100 56Average: Std. Dev. 0 0 0 0 SHOEGER DR WEST END SHOEGER CT 83 80 100 69 Flexible0340-001 SHOEGER DR SHOEGER CT BRADY ST 72 75 100 46 Flexible0340-002 SHOEGER DR BRADY ST PRESTON DR 72 88 100 33 Flexible0340-003 75 80 100 48Average: Std. Dev. 6 7 0 16 SIENNA DR EMERALD LN LAVENDER WAY 84 82 100 69 Flexible0341-001 SIENNA DR LAVENDER WAY AUTUMN CREEK BLVD 90 93 100 72 Flexible0341-002 88 89 100 71Average: Std. Dev. 0 0 0 0 SLATE CT EMERALD LN EAST END 96 93 100 89 Flexible0436-001 96 93 100 89Average: Std. Dev. 0 0 0 0 SLATE DR LILAC WY EMERALD LN 89 73 100 90 Flexible0435-001 89 73 100 90Average: Std. Dev. 0 0 0 0 SOMONAUK ST E MCHUGH RD DS@660W MCHUGH RD 96 94 100 87 Flexible0141-001 SOMONAUK ST E DS@660W MCHUGH RD FREEMONT ST 97 97 100 87 Flexible0141-002 SOMONAUK ST E FREEMONT ST LIBERTY ST 93 88 100 86 Flexible0141-003 SOMONAUK ST E LIBERTY ST BRISTOL AVE 98 100 100 85 Flexible0141-004 SOMONAUK ST E BRISTOL AVE COLTON ST 96 98 100 84 Flexible0141-005 SOMONAUK ST E COLTON ST W SOMONAUK ST 93 91 100 82 Flexible0141-006 95 94 100 85Average: Std. Dev. 2 5 0 2 SOMONAUK ST W E SOMONAUK ST TOWER LN 95 100 100 78 Flexible0392-001 SOMONAUK ST W TOWER LN CHURCH ST 96 100 100 82 Flexible0392-002 SOMONAUK ST W CHURCH ST KING ST 98 100 100 86 Flexible0392-003 SOMONAUK ST W KING ST WEST ST 98 100 100 85 Flexible0392-004 97 100 100 83Average: Std. Dev. 2 0 0 4 SOMONAUK ST W WEST ST DS@660W WEST ST 92 85 100 85 Flexible0392-005 SOMONAUK ST W DS@660W WEST ST WEST END 87 74 100 85 Flexible0392-006 92 85 100 85Average: Std. Dev. 0 0 0 0 SPICEBUSH CT WALSH DR EAST END 91 89 100 78 Flexible0342-001 Page: 57Overview Pavement Condition Report IMS Infrastructure Management Services Page: 58 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 91 89 100 78Average: Std. Dev. 0 0 0 0 SPRING ST E BRIDGE RD COLTON ST 93 88 100 86 Flexible0142-001 SPRING ST E COLTON ST LIBERTY ST 97 96 100 88 Flexible0142-002 SPRING ST E LIBERTY ST FREEMONT ST 95 88 100 89 Flexible0142-003 SPRING ST E FREEMONT ST DS@660E FREEMONT ST 96 90 100 90 Flexible0142-004 SPRING ST E DS@660E FREEMONT ST MCHUGH RD 95 88 100 91 Flexible0142-005 95 90 100 89Average: Std. Dev. 2 4 0 2 SPRING ST E MCHUGH RD WOODWORTH ST 99 100 100 88 Flexible0142-006 SPRING ST E WOODWORTH ST BRUELL ST 99 100 100 88 Flexible0142-007 SPRING ST E BRUELL ST WACKER DR 95 91 100 88 Flexible0142-008 SPRING ST E WACKER DR TERI LN 99 96 100 92 Flexible0142-009 SPRING ST E TERI LN QUINSEY RD 95 91 100 87 Flexible0142-010 98 96 100 89Average: Std. Dev. 2 4 0 3 SPRING ST E QUINSEY RD OMAHA DR 95 97 100 81 Flexible0142-011 SPRING ST E OMAHA DR AUBURN DR 90 87 100 79 Flexible0142-012 SPRING ST E AUBURN DR GRACE DR 91 91 100 76 Flexible0142-013 SPRING ST E GRACE DR BIRCHWOOD DR 86 81 100 74 Flexible0142-014 SPRING ST E BIRCHWOOD DR DS@660E BIRCHWOOD DR 88 84 100 77 Flexible0142-015 SPRING ST E DS@660E BIRCHWOOD DR DS@1320E BIRCHWOOD DR 90 88 100 78 Flexible0142-016 SPRING ST E DS@1320E BIRCHWOOD DR BIRCHWOOD DR 87 81 100 78 Flexible0142-017 SPRING ST E BIRCHWOOD DR DEERPATH DR 89 87 100 76 Flexible0142-018 SPRING ST E DEERPATH DR CLEARWATER DR 90 88 100 77 Flexible0142-019 SPRING ST E CLEARWATER DR TUMA RD 85 76 100 76 Flexible0142-020 89 86 100 77Average: Std. Dev. 2 4 0 2 SPRING ST W N BRIDGE ST PAVEMENT CHANGE 89 84 100 78 Flexible0393-001 89 84 100 78Average: Std. Dev. 0 0 0 0 SPRING ST W PAVEMENT CHANGE CHURCH ST 93 84 100 88 Flexible0393-002 93 84 100 88Average: Std. Dev. 0 0 0 0 SPRUCE CT WHITE OAK WAY SOUTH END 74 64 100 61 Flexible0343-001 74 64 100 61Average: Std. Dev. 0 0 0 0 SQUIRE CIR GRANDE TRL DS@660W GRANDE 85 77 100 77 Flexible0344-001 Page: 58Overview Pavement Condition Report IMS Infrastructure Management Services Page: 59 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # TRL SQUIRE CIR DS@660W GRANDE TRL DS@1320W GRANDE TRL 85 71 100 81 Flexible0344-002 SQUIRE CIR DS@1320W GRANDE TRL GRANDE TRL 86 74 100 81 Flexible0344-003 85 74 100 80Average: Std. Dev. 1 3 0 2 STATE ST W HYDRAULIC AVE W VAN EMMON ST 79 92 100 45 Flexible0345-001 STATE ST W VAN EMMON ST W MADISON ST 74 80 100 45 Flexible0345-002 STATE ST W MADISON ST W RIDGE ST 84 96 100 54 Flexible0345-003 79 90 100 48Average: Std. Dev. 5 8 0 5 STATE ST W RIDGE ST W FOX ST 97 100 100 83 Flexible0345-004 STATE ST W FOX ST W WASHINGTON ST 98 100 100 85 Flexible0345-005 STATE ST W WASHINGTON ST W ORANGE ST 83 63 100 84 Flexible0345-006 STATE ST W ORANGE ST W DOLPH ST 91 82 100 86 Flexible0345-007 STATE ST W DOLPH ST W BEECHER ST 90 80 100 86 Flexible0345-008 STATE ST W BEECHER ST BLAINE ST 88 71 100 89 Flexible0345-009 92 84 100 85Average: Std. Dev. 6 16 0 2 STILLWATER CT ARROWHEAD DR WEST END 85 77 100 75 Flexible0346-001 85 77 100 75Average: Std. Dev. 0 0 0 0 STONERIDGE CIR COTTONWOOD TRL EAST END 81 76 100 66 Flexible0347-001 81 76 100 66Average: Std. Dev. 0 0 0 0 STONERIDGE CT COTTONWOOD TRL SOUTH END 86 88 100 68 Flexible0348-001 86 88 100 68Average: Std. Dev. 0 0 0 0 STONY CREEK LN POPLAR DR WINDHAM CIR 92 96 100 74 Flexible0349-001 92 96 100 74Average: Std. Dev. 0 0 0 0 STRAWBERRY LN EAST END S CONOVER CT 96 96 100 86 Flexible0350-001 STRAWBERRY LN S CONOVER CT W KENDALL DR 97 97 100 86 Flexible0350-002 96 96 100 86Average: Std. Dev. 0 0 0 0 SUMAC DR TWINLEAF TRL HONEYSUCKLE LN 90 78 100 88 Flexible0351-001 SUMAC DR HONEYSUCKLE LN DS@660S HONEYSUCKLE LN 93 82 100 90 Flexible0351-002 SUMAC DR DS@660S HONEYSUCKLE LN REDBUD DR 91 80 100 88 Flexible0351-003 Page: 59Overview Pavement Condition Report IMS Infrastructure Management Services Page: 60 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 92 80 100 89Average: Std. Dev. 2 2 0 1 SUMAC DR REDBUD DR DS@660S REDBUD DR 94 88 100 88 Flexible0351-004 SUMAC DR DS@660S REDBUD DR ALAN DALE LN 89 73 100 90 Flexible0351-005 92 81 100 89Average: Std. Dev. 0 0 0 0 SUNFLOWER CT WALSH DR EAST END 87 90 100 68 Flexible0352-001 87 90 100 68Average: Std. Dev. 0 0 0 0 SUNNY DELL CT WEST END GREENFIELD TURN 87 90 100 67 Flexible0353-001 87 90 100 67Average: Std. Dev. 0 0 0 0 SUNNY DELL LN GREENFIELD TURN RAINTREE RD 83 84 100 64 Flexible0354-001 83 84 100 64Average: Std. Dev. 0 0 0 0 SUNSET AVE HILLCREST AVE LEISURE ST 99 99 100 89 Flexible0355-001 SUNSET AVE LEISURE ST PLEASURE DR 97 97 100 87 Flexible0355-002 SUNSET AVE PLEASURE DR GEORGEANNA ST 96 96 100 86 Flexible0355-003 SUNSET AVE GEORGEANNA ST SOUTH END 89 76 100 87 Flexible0355-004 95 91 100 87Average: Std. Dev. 5 12 0 1 SUNSET AVE BRISTOL RIDGE RD GRANDE TRL 88 100 100 60 Flexible0356-001 SUNSET AVE GRANDE TRL BRISTOL RIDGE RD 89 100 100 64 Flexible0356-001 89 100 100 62Average: Std. Dev. 0 0 0 0 SUTTON ST SOUTH END FAIRFAX WAY 93 90 100 82 Flexible0357-001 SUTTON ST FAIRFAX WAY WAVERLY CIR 89 90 100 74 Flexible0357-002 SUTTON ST WAVERLY CIR DS@660N WAVERLY CIR 82 77 100 69 Flexible0357-003 SUTTON ST DS@660N WAVERLY CIR DS@1320N WAVERLY CIR 86 85 100 70 Flexible0357-004 SUTTON ST DS@1320N WAVERLY CIR WINDETT RIDGE RD 87 82 100 77 Flexible0357-005 86 84 100 73Average: Std. Dev. 4 6 0 5 SWITCHGRASS LN BLUESTEM DR DS@660S BLUESTEM DR 85 83 100 71 Flexible0358-001 SWITCHGRASS LN DS@660S BLUESTEM DR HAYDEN DR 85 83 100 71 Flexible0358-002 Page: 60Overview Pavement Condition Report IMS Infrastructure Management Services Page: 61 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 85 83 100 71Average: Std. Dev. 0 0 0 0 SYCAMORE RD W VETERANS PKWY DS@660S W VETERANS PKWY 72 78 100 43 Flexible0359-001 SYCAMORE RD DS@660S W VETERANS PKWY JOHN ST 71 78 100 38 Flexible0359-002 72 78 100 42Average: Std. Dev. 0 0 0 0 SYCAMORE RD JOHN ST SEQUOIA CIR 75 72 100 55 Flexible0359-003 SYCAMORE RD SEQUOIA CIR COTTONWOOD TRL 79 77 100 61 Flexible0359-004 SYCAMORE RD COTTONWOOD TRL CITY LIMIT 78 71 100 64 Flexible0359-005 77 74 100 59Average: Std. Dev. 2 3 0 4 TAMPA DR BERTRAM DR PENSACOLA ST 94 100 100 76 Flexible0360-001 94 100 100 76Average: Std. Dev. 0 0 0 0 TAUS CIR REDWOOD DR BLUEJAY DR 89 85 100 77 Flexible0361-001 TAUS CIR BLUEJAY DR DS@660E BLUEJAY DR 89 84 100 78 Flexible0361-002 TAUS CIR DS@660E BLUEJAY DR REDWOOD DR 91 88 100 79 Flexible0361-003 90 85 100 78Average: Std. Dev. 1 2 0 1 TERI LN NORTH END DS@660N SOUTH END 86 66 100 90 Flexible0362-001 TERI LN DS@660N SOUTH END E SPRING ST 91 76 100 91 Flexible0362-002 89 71 100 91Average: Std. Dev. 0 0 0 0 TIMBALIER ST PLYMOUTH AVE DS@660N PLYMOUTH AVE 82 72 100 72 Flexible0363-001 TIMBALIER ST DS@660N PLYMOUTH AVE PLYMOUTH AVE 78 63 100 71 Flexible0363-002 81 69 100 72Average: Std. Dev. 0 0 0 0 TITUS DR AUTUMN CREEK BLVD DS@660S AUTUMN CREEK BLVD 98 99 100 88 Flexible0452-001 TITUS DR DS@660S AUTUMN CREEK BLVD AUTUMN CREEK BLVD 95 91 100 87 Flexible0452-002 96 95 100 87Average: Std. Dev. 0 0 0 0 Page: 61Overview Pavement Condition Report IMS Infrastructure Management Services Page: 62 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # TOMASK CT BENJAMIN ST NORTH END 88 80 100 80 Flexible0444-001 88 80 100 80Average: Std. Dev. 0 0 0 0 TOWER LN W SOMONAUK ST NORTH END 88 77 100 83 Flexible0365-001 88 77 100 83Average: Std. Dev. 0 0 0 0 TREMONT AVE PRAIRIE CROSSING DR COUNTRY HILLS DR 90 79 100 87 Flexible0366-001 TREMONT AVE COUNTRY HILLS DR SOUTH END 89 71 100 91 Flexible0366-002 90 77 100 88Average: Std. Dev. 0 0 0 0 TRILLIUM CT CROOKED CREEK DR EAST END 99 97 100 91 Flexible0367-001 99 97 100 91Average: Std. Dev. 0 0 0 0 TUSCANY TRL MILL RD SHOEGER DR 74 85 100 41 Flexible0370-001 TUSCANY TRL SHOEGER DR CROOKER DR 76 100 100 31 Flexible0370-002 TUSCANY TRL CROOKER DR PRESTON DR 68 77 100 35 Flexible0370-003 TUSCANY TRL PRESTON DR DS@660N PRESTON DR 70 72 100 45 Flexible0370-004 TUSCANY TRL DS@660N PRESTON DR DS@1320N PRESTON DR 79 93 100 46 Flexible0370-005 TUSCANY TRL DS@1320N PRESTON DR CITY LIMIT 73 80 100 44 Flexible0370-006 73 86 100 40Average: Std. Dev. 4 12 0 7 TWINLEAF TRL ALAN DALE LN DS@660E ALAN DALE LN 93 87 100 87 Flexible0371-001 TWINLEAF TRL DS@660E ALAN DALE LN SUMAC DR 91 78 100 89 Flexible0371-002 TWINLEAF TRL SUMAC DR DS@660E SUMAC DR 92 82 100 88 Flexible0371-003 TWINLEAF TRL DS@660E SUMAC DR FAXON RD 95 88 100 89 Flexible0371-004 93 84 100 88Average: Std. Dev. 1 4 0 1 TYLER CREEK CT POPLAR DR NORTH END 87 83 100 74 Flexible0372-001 87 83 100 74Average: Std. Dev. 0 0 0 0 VAN EMMON ST E CITY LIMIT BENJAMIN ST 97 96 100 87 Flexible0143-001 VAN EMMON ST E BENJAMIN ST DS@660W BENJAMIN ST 90 96 100 69 Flexible0143-002 VAN EMMON ST E DS@660W BENJAMIN ST DS@1320W BENJAMIN ST 95 100 100 79 Flexible0143-003 VAN EMMON ST E DS@1320W BENJAMIN ST MILL ST 94 100 100 75 Flexible0143-004 Page: 62Overview Pavement Condition Report IMS Infrastructure Management Services Page: 63 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # VAN EMMON ST E MILL ST HEUSTIS ST 93 100 100 74 Flexible0143-005 93 98 100 76Average: Std. Dev. 3 2 0 7 VAN EMMON ST E HEUSTIS ST S BRIDGE ST 88 100 100 61 Flexible0143-006 88 100 100 61Average: Std. Dev. 0 0 0 0 VAN EMMON ST W S BRIDGE ST PAVEMENT CHANGE 94 99 100 77 Rigid0394-000 94 99 100 77Average: Std. Dev. 0 0 0 0 VAN EMMON ST W PAVEMENT CHANGE S MAIN ST 95 100 100 77 Flexible0394-001 95 100 100 77Average: Std. Dev. 0 0 0 0 VAN EMMON ST W S MAIN ST STATE ST 74 78 100 46 Flexible0394-002 VAN EMMON ST W STATE ST ADAMS ST 87 99 100 58 Flexible0394-003 VAN EMMON ST W ADAMS ST MORGAN ST 88 100 100 60 Flexible0394-004 83 92 100 54Average: Std. Dev. 8 13 0 8 VILLAGE VIEW DR STAGECOACH TRAIL MURFIELD DR 90 90 100 75 Flexible0373-001 VILLAGE VIEW DR MURFIELD DR ST JOSEPH'S WAY 88 86 100 75 Flexible0373-002 VILLAGE VIEW DR ST JOSEPH'S WAY KINGSMILL ST 85 85 100 67 Flexible0373-003 87 86 100 72Average: Std. Dev. 2 2 0 5 VIOLET CT EMERALD LN EAST END 94 87 100 88 Flexible0438-001 94 87 100 88Average: Std. Dev. 0 0 0 0 WACKER DR CITY LIMIT ARROWHEAD DR 92 91 100 80 Flexible0396-001 92 91 100 80Average: Std. Dev. 0 0 0 0 WALNUT ST N BRIDGE ST DS@660E N BRIDGE ST 98 98 100 88 Flexible0397-001 WALNUT ST DS@660E N BRIDGE ST FREEMONT ST 93 86 100 86 Flexible0397-002 97 95 100 88Average: Std. Dev. 0 0 0 0 WALNUT ST FREEMONT ST DS@660E FREEMONT ST 89 90 100 72 Flexible0397-003 WALNUT ST DS@660E FREEMONT ST CITY LIMIT 88 86 100 74 Flexible0397-004 Page: 63Overview Pavement Condition Report IMS Infrastructure Management Services Page: 64 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 89 89 100 72Average: Std. Dev. 0 0 0 0 WALSH CIR WALSH DR COLUMBINE CT 74 59 100 65 Flexible0398-001 WALSH CIR COLUMBINE CT ASTER DR 86 83 100 73 Flexible0398-002 81 73 100 70Average: Std. Dev. 0 0 0 0 WALSH CIR COLUMBINE CT ASTER DR 81 67 100 75 Flexible0399-001 WALSH CIR ASTER DR ASTER DR 85 73 100 79 Flexible0399-002 WALSH CIR ASTER DR ASTER DR 88 94 100 66 Flexible0399-003 WALSH CIR ASTER DR WALSH DR 82 78 100 68 Flexible0399-004 84 75 100 75Average: Std. Dev. 3 9 0 6 WALSH CT WALSH DR WEST END 79 70 100 67 Flexible0400-001 79 70 100 67Average: Std. Dev. 0 0 0 0 WALSH DR STAGECOACH TRAIL WALSH CIR 92 97 100 74 Flexible0401-001 WALSH DR WALSH CIR STAGECOACH TRAIL 93 100 100 74 Flexible0401-001 WALSH DR WALSH CIR COLUMBINE DR 87 91 100 66 Flexible0401-002 WALSH DR COLUMBINE DR WALSH CIR 85 86 100 68 Flexible0401-003 WALSH DR WALSH CIR SUNFLOWER CT 77 73 100 60 Flexible0401-004 WALSH DR SUNFLOWER CT GREEN BRIAR RD 79 75 100 63 Flexible0401-005 87 90 100 69Average: Std. Dev. 6 10 0 6 WALSH DR GREEN BRIAR RD WALSH CT 95 93 100 86 Flexible0401-006 WALSH DR WALSH CT W BARBERRY CIR 87 66 100 91 Flexible0401-007 WALSH DR W BARBERRY CIR HAWTHORNE CT 96 91 100 90 Flexible0401-008 WALSH DR HAWTHORNE CT BUCKTHORN CT 99 96 100 92 Flexible0401-009 WALSH DR BUCKTHORN CT W BARBERRY CIR 99 96 100 92 Flexible0401-010 96 90 100 91Average: Std. Dev. 5 12 0 2 WALSH DR W BARBERRY CIR BURNING BUSH DR 96 91 100 91 Flexible0401-011 WALSH DR BURNING BUSH DR SPICEBUSH CT 98 96 100 89 Flexible0401-012 WALSH DR SPICEBUSH CT E BARBERRY CIR 98 94 100 92 Flexible0401-013 WALSH DR E BARBERRY CIR NORTH END 96 93 100 89 Flexible0401-014 97 93 100 91Average: Std. Dev. 1 2 0 1 WALTER ST MILL ST ILLINI DR 87 88 100 69 Flexible0402-001 87 88 100 69Average: Std. Dev. 0 0 0 0 WARBLER LN COACH RD DS@660N PARKSIDE LN 88 73 100 87 Flexible0403-001 Page: 64Overview Pavement Condition Report IMS Infrastructure Management Services Page: 65 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 88 73 100 87Average: Std. Dev. 0 0 0 0 WARBLER LN DS@660N PARKSIDE LN PARKSIDE LN 89 71 100 91 Flexible0404-001 89 71 100 91Average: Std. Dev. 0 0 0 0 WASHINGTON ST E S BRIDGE ST HEUSTIS ST 93 90 100 83 Flexible0144-001 WASHINGTON ST E HEUSTIS ST MILL ST 90 81 100 85 Flexible0144-002 92 87 100 84Average: Std. Dev. 0 0 0 0 WASHINGTON ST E MILL ST EAST END 84 80 100 70 Flexible0144-003 84 80 100 70Average: Std. Dev. 0 0 0 0 WASHINGTON ST W MORGAN ST WEST END 90 82 100 83 Flexible0395-001 90 82 100 83Average: Std. Dev. 0 0 0 0 WASHINGTON ST W MORGAN ST ADRIAN ST 83 63 100 86 Flexible0395-002 WASHINGTON ST W ADRIAN ST STATE ST 94 86 100 89 Flexible0395-003 WASHINGTON ST W STATE ST S MAIN ST 93 86 100 86 Flexible0395-004 WASHINGTON ST W S MAIN ST S BRIDGE ST 94 90 100 85 Flexible0395-005 91 82 100 86Average: Std. Dev. 5 11 0 2 WAVERLY CIR SUTTON ST SOUTH END 87 89 100 69 Flexible0405-001 87 89 100 69Average: Std. Dev. 0 0 0 0 WEST ST W CENTER ST W SOMONAUK ST 88 73 100 88 Flexible0406-001 88 73 100 88Average: Std. Dev. 0 0 0 0 WESTERN LN NORTHLAND LN CANYON TRL 88 84 100 77 Flexible0407-001 WESTERN LN CANYON TRL DS@660W CANYON TRL 91 93 100 75 Flexible0407-002 WESTERN LN DS@660W CANYON TRL HIGH RIDGE LN 89 89 100 75 Flexible0407-003 WESTERN LN HIGH RIDGE LN IROQOIS LN 87 81 100 77 Flexible0407-004 89 87 100 76Average: Std. Dev. 2 7 0 1 WESTON AVE KINGSMILL ST DS@660S KINGSMILL ST 87 91 100 67 Flexible0408-001 WESTON AVE DS@660S KINGSMILL HAZELTINE WAY 88 90 100 71 Flexible0408-002 Page: 65Overview Pavement Condition Report IMS Infrastructure Management Services Page: 66 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # ST 87 91 100 69Average: Std. Dev. 0 0 0 0 WESTWIND DR CORNERSTONE DR DS@660W CORNERSTONE DR 88 73 100 87 Flexible0409-001 WESTWIND DR DS@660W CORNERSTONE DR CORNERSTONE DR 96 93 100 87 Flexible0409-002 90 78 100 87Average: Std. Dev. 0 0 0 0 WHEATLAND CT HOMESTEAD DR NORTH END 84 81 100 70 Flexible0410-001 84 81 100 70Average: Std. Dev. 0 0 0 0 WHEATON AVE CALEDONIA DR JONATHAN DR 94 91 100 85 Flexible0411-001 WHEATON AVE JONATHAN DR FONTANA DR 98 99 100 86 Flexible0411-002 WHEATON AVE FONTANA DR SHADOW WOOD DR 95 97 100 82 Flexible0411-003 WHEATON AVE SHADOW WOOD DR DS@315S SHADOW WOOD DR 95 100 100 79 Flexible0411-004 95 97 100 83Average: Std. Dev. 2 4 0 3 WHEATON AVE DS@315S SHADOW WOOD DR DS@975S SHADOW WOOD DR 93 99 100 74 Flexible0411-005 WHEATON AVE DS@975S SHADOW WOOD DR DS@1635S SHADOW WOOD DR 80 86 100 53 Flexible0411-006 WHEATON AVE DS@1635S SHADOW WOOD DR COMMERCIAL DR 87 100 100 59 Flexible0411-007 WHEATON AVE COMMERCIAL DR N BRIDGE RD 82 99 100 47 Flexible0411-008 85 96 100 58Average: Std. Dev. 6 7 0 13 WHITE OAK WAY W FOX ST NORWAY CIR 95 91 100 86 Flexible0412-001 95 91 100 86Average: Std. Dev. 0 0 0 0 WHITE OAK WAY NORWAY CIR DS@660E NORWAY CIR 84 87 100 64 Flexible0412-002 WHITE OAK WAY DS@660E NORWAY CIR NORWAY CIR 83 87 100 62 Flexible0412-003 WHITE OAK WAY NORWAY CIR DS@660E NORWAY CIR 82 77 100 68 Flexible0412-004 WHITE OAK WAY DS@660E NORWAY CIR RIVER BIRCH LN 82 81 100 65 Flexible0412-005 WHITE OAK WAY RIVER BIRCH LN SPRUCE CT 74 62 100 62 Flexible0412-006 WHITE OAK WAY SPRUCE CT DS@660E SPRUCE CT 74 73 100 53 Flexible0412-007 WHITE OAK WAY DS@660E SPRUCE CT DS@1320E SPRUCE CT 82 85 100 60 Flexible0412-008 WHITE OAK WAY DS@1320E SPRUCE NORWAY CIR 81 84 100 58 Flexible0412-009 Page: 66Overview Pavement Condition Report IMS Infrastructure Management Services Page: 67 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # CT 80 80 100 61Average: Std. Dev. 4 7 0 6 WHITE PINE CT JOHN ST SOUTH END 88 85 100 75 Flexible0413-001 88 85 100 75Average: Std. Dev. 0 0 0 0 WHITE PLAINS LN HIGH RIDGE LN IROQOIS LN 94 100 100 76 Flexible0414-001 WHITE PLAINS LN IROQOIS LN WEST END 91 91 100 77 Flexible0414-002 93 98 100 76Average: Std. Dev. 0 0 0 0 WHITEKIRK LN PRESTWICK LN CALLANDER TRL 92 84 100 86 Flexible0415-001 WHITEKIRK LN CALLANDER TRL GLENEAGLES LN 94 87 100 88 Flexible0415-002 WHITEKIRK LN GLENEAGLES LN DUNBAR CT 96 94 100 88 Flexible0415-003 WHITEKIRK LN DUNBAR CT CALLANDER TRL 92 84 100 86 Flexible0415-004 WHITEKIRK LN CALLANDER TRL ABERDEEN CT 93 85 100 89 Flexible0415-005 94 87 100 88Average: Std. Dev. 2 5 0 1 WHITEKIRK LN ABERDEEN CT DS@660S ABERDEEN CT 97 94 100 90 Flexible0415-006 97 94 100 90Average: Std. Dev. 0 0 0 0 WILD INDIGO LN BLUESTEM DR DS@660S BLUESTEM DR 90 93 100 72 Flexible0416-001 WILD INDIGO LN DS@660S BLUESTEM DR HAYDEN DR 89 94 100 70 Flexible0416-002 90 93 100 71Average: Std. Dev. 0 0 0 0 WILLOW WAY JOHN ST DS@660N JOHN ST 81 73 100 69 Flexible0417-001 WILLOW WAY DS@660N JOHN ST DS@1320N JOHN ST 78 67 100 69 Flexible0417-002 WILLOW WAY DS@1320N JOHN ST EVERGREEN LN 76 58 100 71 Flexible0417-003 79 68 100 69Average: Std. Dev. 2 6 0 1 WILTON CT KENTSHIRE DR EAST END 94 93 100 83 Flexible0418-001 94 93 100 83Average: Std. Dev. 0 0 0 0 WINDETT RIDGE RD S BRIDGE ST WYTHE PL 92 96 100 75 Flexible0419-001 WINDETT RIDGE RD WYTHE PL CLAREMONT CT 91 92 100 75 Flexible0419-002 WINDETT RIDGE RD CLAREMONT CT SUTTON ST 88 94 100 67 Flexible0419-003 WINDETT RIDGE RD SUTTON ST DRAYTON CT 90 94 100 72 Flexible0419-004 WINDETT RIDGE RD DRAYTON CT WINTERTHUR GRN 88 86 100 75 Flexible0419-005 WINDETT RIDGE RD WINTERTHUR GRN COACH RD 89 89 100 75 Flexible0419-006 Page: 67Overview Pavement Condition Report IMS Infrastructure Management Services Page: 68 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # WINDETT RIDGE RD COACH RD FAIRFAX WAY 94 87 100 88 Flexible0419-007 WINDETT RIDGE RD FAIRFAX WAY DS@660E FAIRFAX WAY 95 91 100 86 Flexible0419-008 WINDETT RIDGE RD DS@660E FAIRFAX WAY FITZHUGH TURN 97 97 100 87 Flexible0419-009 WINDETT RIDGE RD FITZHUGH TURN KENTSHIRE DR 93 85 100 88 Flexible0419-010 92 91 100 79Average: Std. Dev. 3 4 0 8 WINDHAM CIR POPLAR DR WINDHAM CT 89 93 100 69 Flexible0420-001 WINDHAM CIR WINDHAM CT STONY CREEK LN 89 90 100 73 Flexible0420-002 WINDHAM CIR STONY CREEK LN DS@660W STONY CREEK LN 89 91 100 71 Flexible0420-003 WINDHAM CIR DS@660W STONY CREEK LN POPLAR DR 88 85 100 76 Flexible0420-004 89 91 100 71Average: Std. Dev. 0 2 0 2 WINDHAM CT WINDHAM CIR NORTH END 84 87 100 63 Flexible0421-001 84 87 100 63Average: Std. Dev. 0 0 0 0 WING RD STAGECOACH TRAIL DS@660S STAGECOACH TRAIL 82 94 100 50 Flexible0422-001 WING RD DS@660S STAGECOACH TRAIL CITY LIMIT 87 90 100 67 Flexible0422-002 84 92 100 57Average: Std. Dev. 0 0 0 0 WINTERBERRY DR ALAN DALE LN DS@660N ALAN DALE LN 91 81 100 88 Flexible0423-001 WINTERBERRY DR DS@660N ALAN DALE LN FAXON RD 92 83 100 88 Flexible0423-002 91 82 100 88Average: Std. Dev. 0 0 0 0 WINTERTHUR GRN WINDETT RIDGE RD SOUTH END 88 85 100 75 Flexible0424-001 88 85 100 75Average: Std. Dev. 0 0 0 0 WOLF ST DEER ST BADGER ST 89 87 100 75 Flexible0425-001 89 87 100 75Average: Std. Dev. 0 0 0 0 WOOD SAGE AVE CORNERSTONE DR DS@660S CORNERSTONE DR 86 77 100 78 Flexible0426-001 WOOD SAGE AVE DS@660S CORNERSTONE DR GARDEN ST 89 79 100 84 Flexible0426-002 Page: 68Overview Pavement Condition Report IMS Infrastructure Management Services Page: 69 Street From To Overview Pavement Condition Report Pavement Dynamic Deflect Surface Con. #Con. #Con. #Con. # Pvmt TypeZone October 10, 2018 Yorkville, IL 2018 St-Blk # 87 78 100 80Average: Std. Dev. 0 0 0 0 WOODWORTH ST E SPRING ST DS@660N E SPRING ST 93 87 100 85 Flexible0427-001 WOODWORTH ST DS@660N E SPRING ST E MAIN ST 95 90 100 87 Flexible0427-002 94 88 100 86Average: Std. Dev. 0 0 0 0 WORSLEY ST E MAIN ST SOUTH END 76 85 100 45 Flexible0428-001 76 85 100 45Average: Std. Dev. 0 0 0 0 WREN RD PRAIRIE CROSSING DR GOLDFINCH AVE 92 96 100 75 Flexible0429-001 WREN RD GOLDFINCH AVE DS@660S GOLDFINCH AVE 97 100 100 83 Flexible0429-002 96 99 100 81Average: Std. Dev. 0 0 0 0 WREN RD DS@660S GOLDFINCH AVE MONTROSE CT 89 78 100 86 Flexible0429-003 WREN RD MONTROSE CT PENMAN RD 91 82 100 86 Flexible0429-004 90 80 100 86Average: Std. Dev. 0 0 0 0 WYTHE PL WINDETT RIDGE RD SOUTH END 89 93 100 71 Flexible0430-001 89 93 100 71Average: Std. Dev. 0 0 0 0 YELLOWSTONE LN NORTHLAND LN ALAN DALE LN 81 71 100 71 Flexible0431-001 YELLOWSTONE LN ALAN DALE LN MEADOWVIEW LN 79 71 100 66 Flexible0431-002 80 71 100 69Average: Std. Dev. 0 0 0 0 Page: 69Overview Pavement Condition Report 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 #10 Tracking Number PW 2018-95 Capital Improvement Plan – 5 Year Plan Public Works Committee – October 16, 2018 Brad Sanderson Engineering Name Department 10/2/18 UNITED CITY OF YORKVILLE CAPITAL IMPROVEMENT PROGRAM FY2020-2024 PROJECT COST SUMMARY Project Project Future Total Code Title FY20 FY21 FY22 FY23 FY24 Years Cost City Grants / Developer Unfunded WM01 Rt 71 Watermain Replacement - Phase 1 (East)42,166 42,166 42,166 - - - 126,499 126,499 -- WM02 Rt 71 Watermain Replacement - Phase 2 (West)- - - - - 423,500 423,500 423,500 -- WM03 Well No. 7 Rehabilitation 165,000 - - - - - 165,000 165,000 -- WM04 Well No. 8 Rehabilitation - 175,000 - - - - 175,000 175,000 -- WM05 Well No. 6 and Water Treatment Plant - - - - - 4,855,000 4,855,000 --4,855,000 WM06 WTP No. 8 & 9 Cation Exchange Media Replacement 175,000 - - - - - 175,000 175,000 -- WM07 WTP No. 3 & 4 Cation Exchange Media Replacement - 195,000 - - - - 195,000 195,000 -- WM08 WTP No. 7 Cation Exchange Media Replacement - - 150,000 - - - 150,000 150,000 -- WM09 WTP Sludge Management - - 30,000 - - 30,000 60,000 60,000 -- WM10 Sub-Regional Water Implementation - Engineering 30,000 15,000 15,000 - - - 60,000 60,000 -- WM11 Sub-Regional Water Implementation - Land 200,000 200,000 - - - - 400,000 400,000 -- WM12 North Central EWST Re-Paint - 18,000 477,000 - - - 495,000 --495,000 WM13 South Central EWST Re-Paint - - 18,000 477,000 - - 495,000 --495,000 WM14 Orange Street Watermain Replacement 445,000 - - - - - 445,000 WM15 Appletree Court Watermain Replacement (RTBR)- - - - - 180,000 180,000 --180,000 WM16 Elizabeth Street Watermain Replacement (RTBR)34,000 478,000 - - - - 512,000 --512,000 WM17 Orange/Olsen Watermain Looping (RTBR)- 11,000 154,000 - - - 165,000 --165,000 WM18 Colton Street Watermain Replacement (RTBR)- - 25,000 342,000 - - 367,000 --367,000 WM19 Main Street Watermain Replacement (RTBR)- - - 20,000 - 280,000 300,000 --300,000 WM20 S. Main Street Watermain Replacement (RTBR)- - - - - 880,000 880,000 --880,000 WM21 Morgan Street Watermain Replacement (RTBR)- - - - - 376,000 376,000 --376,000 WM22 E. Fox Street Watermain Replacement (RTBR)- - - - - 142,000 142,000 --142,000 WM23 East Washington Watermain Replacement (RTBR)- - - - - 324,000 324,000 --324,000 WM24 Rt 34 (East) Water Main 35,000 - - - - - 35,000 --35,000 WM25 East Alley Water Main Replacement (TIF)- - - - - 372,000 372,000 --372,000 WM26 Well No. 7 Standby Generator 350,000 - - - - - 350,000 350,000 -- WM27 Beaver Street Standby Generator - - - - - 87,500 87,500 --87,500 WM28 Radio-Read Meter Retrofit 500,000 500,000 - - - - 1,000,000 --1,000,000 Sub-Total Water 1,976,166 1,634,166 911,166 839,000 - 7,950,000 13,310,499 2,279,999 -10,585,500 WW01 SSES Rehabilitation and Replacement (RTBR)- 200,000 200,000 200,000 200,000 - 800,000 800,000 -- WW02 202 River Road Sanitary Sewer - - 16,000 220,000 - - 236,000 236,000 -236,000 WW03 E. Fox Sanitary Sewer Replacement - - - - - 160,000 160,000 160,000 -160,000 WW04 E. Orange Sanitary Sewer Replacement 137,000 - - - - - 137,000 137,000 -137,000 WW05 Rt 71 Sanitary Sewer Replacement - Phase 1 (East)63,000 63,000 63,000 - - - 189,000 189,000 -189,000 WW06 Rt 34 (East) - Sanitary - - - - - - - - -- WW07 SCADA (7 Lift Stations)67,000 67,000 67,000 - - - 201,000 201,000 -- WW08 Sanitary Sewer Lining (TIF)- - - - - - - Sub-Total Sanitary 267,000 330,000 346,000 420,000 200,000 160,000 1,723,000 1,723,000 -722,000 RW01 Roads to Better Roads Program (RTBR)700,000 700,000 675,000 675,000 675,000 - 3,425,000 3,425,000 -- RW02 ITEP Grant Kennedy Road Shared Use Path 32,000 - - - - - 32,000 32,000 -- RW03 Rt. 71 Improvements - Phase 1 (East)30,333 30,333 30,334 - - - 91,000 91,000 -- RW04 Rt. 71 Improvements - Phase 2 (West)- - - - - 150,000 150,000 150,000 -- RW05 Rt. 34 (East Improvements)98,413 - - - - - 98,413 98,413 -- RW06 Rt. 34 (West Improvements)110,226 110,226 - - - - 220,452 220,452 -- RW07 Mill Road (Grande Reserve)3,500,000 - - - - - 3,500,000 3,500,000 -- RW08 Kennedy Road - West (Grande Reserve)- - - - - 1,082,000 1,082,000 -1,082,000 - RW09 Kennedy Road - Central (Grande Reserve)- - - - - 2,522,000 2,522,000 -2,522,000 - RW10 Kennedy Road - North (Grande Reserve)- - - - - 1,046,000 1,046,000 -1,046,000 - RW11 Pavillion Road Bank Stabilization (RTBR)137,500 - - - - - 137,500 137,500 -- RW12 Rt 47 North Improvements - - - - 250,000 - 250,000 --250,000 RW13 Baseline Road Bridge Repair 25,000 25,000 - - - - 50,000 --50,000 Sub-Total Roadway 4,608,472 840,559 705,334 675,000 925,000 4,800,000 12,554,365 7,654,365 4,650,000 250,000 OTHER Material Storage Building - Public Works - 350,000 - - - - 350,000 --350,000 ANNUAL PROGRAM TOTALS 6,851,638 3,154,725 1,962,500 1,934,000 1,125,000 12,910,000 27,937,864 11,657,364 4,650,000 11,907,500 G:\Public\Yorkville\2012\YO1227-C Capital Improvement Program\Eng\CIP Summary Workbooks\FY20-24\[FY20-24 Summary Sheet.xlsx]SUMMARY PROJECT FUNDING Funded Project #WM01 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Rt 71 Water Main Replacement - Phase 1 (East) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering X 3,833 3,833 3,833 11,500 Land Acquisition - Infrastructure X 38,333 38,333 38,333 114,999 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 42,166 42,166 42,166 - - - 126,499 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - - - - - - Map/Pictures of Project Department: Projected Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing existing water main that is in conflict with the Rt 71 roadway improvements. Project related to WW05 and RW03. Under Design None Project #WM02 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Rt 71 Water Main Replacement - Phase 2 (West) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineer - Construction Engineering X 38,500 38,500 Land Acquisition - Infrastructure X 385,000 385,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - 423,500 423,500 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Funding Source(s) Public Works TOTAL FUNDING SOURCES Project Costs This project consists of replacing existing water main that is in conflict with the Rt 71 roadway improvements. Under Design None Project #WM03 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Well No. 7 Rehabilitation Cost Summary NewMaintenanceReplacementFY 2020 FY 2120 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X - Construction Engineering X 15,000 15,000 Land Acquisition - Infrastructure X 150,000 150,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 165,000 - - - - - 165,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Public Works Funding Source(s) TOTAL FUNDING SOURCES Project Costs This project consists of performing miscellaneous well rehabilitation and maintenance for Well No. 7 and includes rehab of pump, motor and column piping. Project Not Initiated None Project #WM04 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Well No. 8 Rehabilitation Cost Summary NewMaintenanceReplacementFY 2020 FY 2120 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X - Construction Engineering X 15,000 15,000 Land Acquisition - Infrastructure X 160,000 160,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - 175,000 - - - - 175,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of performing miscellaneous well rehabilitation and maintenance for Well No.8 and includes rehab of pump, motor and column piping. Project Not Initiated None Project #WM05 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Well No. 6 and Water Treatment Plant Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 250,000 250,000 Construction Engineering X 325,000 325,000 Land Acquisition - Infrastructure X 4,280,000 4,280,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - 4,855,000 4,855,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Funding Source(s) TOTAL FUNDING SOURCES Project Costs Public Works New 1,000 GPM (1.44 MGD) capacity well and water treatment plant for north pressure zone. This facility should be operational prior to the City population reaching 25,000. Possibly needed in 7-10 (2023-2026) Years, depends on long-term water supply determination by City. Project Not Initiated.None Project #WM06 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet WTP No. 8 & 9 Cation Exchange Media Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering X 10,000 10,000 Land Acquisition - Infrastructure X 165,000 165,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 175,000 - - - - 175,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES Resin to be replaced every 10-20 years. The facility was constructed in 2004. Project Not Initiated.None Project #WM07 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet WTP No. 3 & 4 Cation Exchange Media Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 10,000 10,000 Construction Engineering X 10,000 10,000 Land Acquisition - Infrastructure X 175,000 175,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - 195,000 - - - - 195,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES Resin to be replaced every 10-20 years. The facility was constructed in 2006. Project Not Initiated.None Project #WM08 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet WTP No. 7 Cation Exchange Media Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 10,000 10,000 Construction Engineering X 10,000 10,000 Land Acquisition - Infrastructure X 130,000 130,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - 150,000 - - - 150,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 20209 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES Resin to be replaced every 10-20 years. The facility was constructed in 2005. Project Not Initiated.None Project #WM09 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet WTP Sludge Management Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X - Construction Engineering X - Land Acquisition - Infrastructure X 30,000 30,000 60,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - 30,000 - - 30,000 60,000 5.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES Sludge Management in each of the three WTP's. Project Not Initiated.None Project #WM10 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Sub-Regional Water Implementation - Engineering Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure - Building - Machinery/Equipment - Other/Miscellaneous X 30,000 15,000 15,000 60,000 TOTAL COST 30,000 15,000 15,000 - - - 60,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Funding Source(s) TOTAL FUNDING SOURCES Project Costs Public Works Per the Master Water Study Project Not Initiated.None Project #WM11 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Sub-Regional Water Implementation - Land Acquisition Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X 200,000 200,000 400,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 200,000 200,000 - - - - 400,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Funding Source(s) TOTAL FUNDING SOURCES Project Costs Public Works Per the Master Water Study Project Not Initiated.None Project #WM12 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet North Central EWST Re-Paint Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 18,000 18,000 Construction Engineering X 27,000 27,000 Land Acquisition - Infrastructure X 450,000 450,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - 18,000 477,000 - - - 495,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES 300,000 Gallon EWST, last recoated in 2008. Exterior should last 10 years, interior 15 years. Note: Most expensive painting option shown. Project Not Initiated.None Project #WM13 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet South Central EWST Re-Paint Cost Summary NewMaintenanceReplacementReplacementFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 18,000 18,000 Construction Engineering X 27,000 27,000 Land Acquisition - Infrastructure X 450,000 450,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - 18,000 477,000 - - 495,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES 500,000 Gallon EWST, last recoated in 2005. Coatings should last 15 years Note: Most expensive painting option shown. No containment. Project Not Initiated.None Project #WM14 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Orange Street Water Main Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X - Construction Engineering X 40,000 40,000 Land Acquisition - Infrastructure X 400,000 400,000 Building - Machinery/Equipment - Other/Miscellaneous X 5,000 5,000 TOTAL COST 445,000 - - - - - 445,000 5.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing the water main from Rt 47 to the east end. Project Not Initiated.None Project #WM15 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Appletree Court Water Main Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 15,000 15,000 Construction Engineering X 15,000 15,000 Land Acquisition - Infrastructure X 150,000 150,000 Building - Machinery/Equipment - Other/Miscellaneous X - TOTAL COST - - - - - 180,000 180,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing 540 feet of existing watermain from IL Route 47 to West end. Project Not Initiated.None Project #WM16 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Elizabeth Street Water Main Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 34,000 34,000 Construction Engineering X 43,000 43,000 Land Acquisition - Infrastructure X 430,000 430,000 Building - Machinery/Equipment - Other/Miscellaneous X 5,000 5,000 TOTAL COST 34,000 478,000 - - - - 512,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Cost Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing 1,555 feet of existing 4" water main with 8" water main from S Main Street to the west end. Project Not Initiated.None Project #WM17 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Orange/Olsen Street Water Main Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 11,000 11,000 Construction Engineering X 14,000 14,000 Land Acquisition - Infrastructure X 135,000 135,000 Building - Machinery/Equipment - Other/Miscellaneous X 5,000 5,000 TOTAL COST - 11,000 154,000 - - - 165,000 5.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of looping the water main at the east end of Orange Street and Olsen Street. Project Not Initiated.None Project #WM18 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Colton Street Water Main Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 25,000 25,000 Construction Engineering X 31,000 31,000 Land Acquisition - Infrastructure X 306,000 306,000 Building - Machinery/Equipment - Other/Miscellaneous X 5,000 5,000 TOTAL COST - - 25,000 342,000 - - 367,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing 1,115 feet of existing 4" water main from N Main Street to the Somonauk Street. . Project Not Initiated.None Project #WM19 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Main Street Water Main Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 20,000 20,000 Construction Engineering X 25,000 25,000 Land Acquisition - Infrastructure X 250,000 250,000 Building - Machinery/Equipment - Other/Miscellaneous X 5,000 5,000 TOTAL COST - - - 20,000 - 280,000 300,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing 895 feet of existing water main from IL Route 47 to Liberty Street. . Project Not Initiated.None Project #WM20 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet South Main Street Water Main Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 60,000 60,000 Construction Engineering X 75,000 75,000 Land Acquisition - Infrastructure X 740,000 740,000 Building - Machinery/Equipment - Other/Miscellaneous X 5,000 5,000 TOTAL COST - - - - - 880,000 880,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing 2,225 feet of existing 4" water main with 6" water main from W Van Emmon Street to W Beecher Street. . Project Not Initiated.None Project #WM21 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Morgan Street Water Main Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 25,000 25,000 Construction Engineering X 31,000 31,000 Land Acquisition - Infrastructure X 315,000 315,000 Building - Machinery/Equipment - Other/Miscellaneous X 5,000 5,000 TOTAL COST - - - - - 376,000 376,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 20201 FY 2021 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing 1,135 feet of existing water main from W. Fox Street to W. Dolph Street. . Project Not Initiated.None Project #WM22 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet East Fox Street Water Main Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 10,000 10,000 Construction Engineering X 12,000 12,000 Land Acquisition - Infrastructure X 115,000 115,000 Building - Machinery/Equipment - Other/Miscellaneous X 5,000 5,000 TOTAL COST - - - - - 142,000 142,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing 415 feet of existing water main from Mill Street to Bell Street. . Project Not Initiated.None Project #WM23 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet E Washington Street Water Main Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 22,000 22,000 Construction Engineering X 27,000 27,000 Land Acquisition - Infrastructure X 270,000 270,000 Building - Machinery/Equipment - Other/Miscellaneous X 5,000 5,000 TOTAL COST - - - - - 324,000 324,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing 985 feet of existing water main from IL Route 47 to Mill Street. . Project Not Initiated.None Project #WM24 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Rt 34 Water Main Improvements (East) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X 35,000 35,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 35,000 - - - - - 35,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is the City's contribution towards the improvements that are planned by IDOT from IL-47 to Orchard Road. Project related to WW06 and RW05. . Project Not Initiated.None Project #WM25 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet East Alley Water Main Replacement (TIF) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 31,000 31,000 Construction Engineering X 31,000 31,000 Land Acquisition - Infrastructure X 310,000 310,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - 372,000 372,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is to replace the water main within the alley. . Project Not Initiated.None Project #WM26 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Well No. 7 Standby Generator Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 25,000 25,000 Construction Engineering X 15,000 15,000 Land Acquisition - Infrastructure X 310,000 310,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 350,000 - - - - 350,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES New Standby Generator for Well No. 7, which has a 400 HP motor, and Water Treatment Plant. Would allow operation of the well and Water Treatment Plant during a power outage. . Project Not Initiated.None Project #WM27 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Beaver Street BPS Standby Generator Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 7,500 7,500 Construction Engineering X 5,000 5,000 Land Acquisition - Infrastructure X 75,000 75,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - 87,500 87,500 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES New Standby Generator for Beaver Street Booster Pump Stations. Would allow operation of the BPS during a power outage. Project Not Initiated.None Project #WM28 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Radio-Read Meter Retrofit Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X 500,000 500,000 1,000,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 500,000 500,000 - - - 1,000,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES . Project Not Initiated.None Project #WW01 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet SSES Rehabilitation and Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X- 200,000 200,000 200,000 200,000 800,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - 200,000 200,000 200,000 200,000 - 800,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of the replacement of sanitary sewers, lining and MH rehabilitation as identified in the YBSD 2009 I and I Study. Project Not Initiated.None Project #WW02 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet 202 River Road Sanitary Sewer Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 16,000 16,000 Construction Engineering X 20,000 20,000 Land Acquisition - Infrastructure X 200,000 200,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - 16,000 220,000 - - 236,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing the sanitary sewer. The existing sanitary sewer runs beneath a private garage. Project Not Initiated.None Project #WW03 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet East Fox Street Sanitary Sewer Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 20201 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 11,000 11,000 Construction Engineering X 14,000 14,000 Land Acquisition - Infrastructure X 135,000 135,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - 160,000 160,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 20212 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of the replacement of the existing sanitary sewer. Project Not Initiated.None Project #WW04 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet East Orange Street Sanitary Sewer Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 10,000 10,000 Construction Engineering X 12,000 12,000 Land Acquisition - Infrastructure X 115,000 115,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 137,000 - - - - 137,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of the replacement of the sanitary sewer. Project Not Initiated.None Project #WW05 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Route 71 Sanitary Sewer Replacement - Phase 1 (East) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering X 58,333 58,333 58,333 175,000 Land Acquisition - Infrastructure X 4,667 4,667 4,667 14,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 63,000 63,000 63,000 - - - 189,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of replacing existing sanitary sewer that is in conflict with the Rt 71 roadway improvements. Project is related to WW05 and RW03. Design complete.None Project #WW06 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Route 34 Sanitary Sewer Replacement Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X - Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - - 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is the City's contribution towards the improvements that are planned by IDOT from IL 47 to Orchard Road. Related to WM24 and RW05. Design complete.None Project #WW07 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet SCADA - Wastewater Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X 67,000 67,000 67,000 201,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 67,000 67,000 67,000 - - 201,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of the installation of SCADA at all city maintained lift stations (7). Project Not Initiated.None Project #WW08 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Sanitary Sewer Lining (TIF) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X - Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - - - 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project consists of the lining of sewers in the TIF area. Project Not Initiated.None Project #RW01 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Roads to Better Roads Program Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X 700,000 700,000 675,000 675,000 675,000 3,425,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 700,000 700,000 675,000 675,000 675,000 - 3,425,000 1.00 - 9.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is for various improvements to the City's streets as determined by the pavement management program. The streets are determined annually for improvements. Project #RW02 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet ITEP Grant Kennedy Road Shared Use Path Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X 32,000 32,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 32,000 - - - - - 32,000 1.00 - 9.00 - 1.00 - 1.00 - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is for the construction of a shared-use path along Kennedy Road. Under Construction ITEP - $1,387,280 Project #RW03 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Route 71 Improvements - Phase I (East) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X 30,333 30,333 30,334 91,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 30,333 30,333 30,334 - - - 91,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is the City's contribution towards the improvements that are planned by IDOT from IL 47 to IL 126. Related to WM01 and WW05. Currently planned for Spring 2018 Letting Project #RW04 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Route 71 Improvements - Phase II (West) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X 150,000 150,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - 150,000 150,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is the City's contribution towards the improvements that are planned by IDOT from Walsh Drive to IL 47. Related to WM02. Not programmed for construction by IDOT. Project #RW05 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Route 34 Improvements (Rt 47 to Orchard) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X 98,413 98,413 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 98,413 - - - - 98,413 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is the City's contribution towards the improvements that are planned by IDOT from IL 47 to Orchard Road. Related to WM24 and WW 06. Under Construction Project #RW06 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Route 34 Improvements (Center to Eldamain) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering - Land Acquisition - Infrastructure X 110,226 110,226 220,452 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 110,226 110,226 - - - 220,452 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is the City's contribution towards the improvements that are planned by IDOT from Center to Eldamain. Under Construction Project #RW07 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Mill Road Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X - Construction Engineering X 400,000 400,000 Land Acquisition - Infrastructure X 3,100,000 3,100,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 3,500,000 - - - - - 3,500,000 1.00 - 1.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is for the reconstruction of Mill Road from the Kennedy Road to east end. The Grande Reserve developer is to contribute money towards the improvement. Under Design Project #RW08 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Kennedy Road - West (Grande Reserve) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 88,000 88,000 Construction Engineering X 114,000 114,000 Land Acquisition - Infrastructure X 880,000 880,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - 1,082,000 1,082,000 1.00 - 9.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is for the reconstruction of Kennedy Road from Autumn Creek to Bristol Ridge Road. The Grande Reserve developer is to contribute money towards the improvement. Project #RW09 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Kennedy Road - Central (Grande Reserve) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 205,000 205,000 Construction Engineering X 267,000 267,000 Land Acquisition - Infrastructure X 2,050,000 2,050,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - 2,522,000 2,522,000 1.00 - 9.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is for the reconstruction of Kennedy Road from Bristol Ridge Road to the BNSF RR. The Grande Reserve developer is to contribute money towards the improvement. Project #RW10 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Kennedy Road - North (Grande Reserve) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X 85,000 85,000 Construction Engineering X 111,000 111,000 Land Acquisition - Infrastructure X 850,000 850,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - - 1,046,000 1,046,000 1.00 - 9.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is for the reconstruction of Kennedy Road from the BNSR RR to Galena Road. The Grande Reserve developer is to contribute money towards the improvement. Project #RW11 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Pavillion Road Bank Stabilization Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering X 12,500 12,500 Land Acquisition - Infrastructure X 125,000 125,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 137,500 - - - - - 137,500 1.00 - 9.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is for the streambank protection near Pavillion and Fox Road intersection. Under Design Project #RW12 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Route 47 (North Improvements) Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering X - Construction Engineering X Land Acquisition X - Infrastructure X 250,000 250,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST - - - - 250,000 - 250,000 1.00 - 9.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is for the reconstruction of Rt 47 from Galena to Cross Street in Sugar Grove. Project #RW13 Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Baseline Road Bridge Repair Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering - Construction Engineering Land Acquisition - Infrastructure X 25,000 25,000 50,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 25,000 25,000 - - - - 50,000 1.00 - 9.00 - 1.00 - 1.00 - - - - - - - - Project status and completed work Grants (funded or applied for) related to the project. FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - Map/Pictures of Project Department: Project Costs Public Works Funding Source(s) TOTAL FUNDING SOURCES This project is for the potential repair of the Baseline Road bridge. The bridge is targeted to be replaced by IDOT as part of the Rt 47 North improvements. Project #OTHER Project Description Project summary, justification and alignment to Strategic Plan 2020-2024 Capital Project Sheet Material Storage Building - Public Works Cost Summary NewMaintenanceReplacementExpansionFY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Years TOTAL Design Engineering 20,000 20,000 Construction Engineering 20,000 Land Acquisition - Infrastructure 310,000 310,000 Building - Machinery/Equipment - Other/Miscellaneous - TOTAL COST 350,000 - - - - 350,000 1.00 - 350,000 - - - - 350,000 1.00 - 1.00 - 1.00 - - 350,000 - - - - 350,000 Impact on annual Operating Expenses Grants (funded or applied for) related to the project. Projects FY 2020 FY 2021 FY 2022 FY 2023 FY 2024 Future Yrs TOTAL - - - - - - - - - - - - - - - - - - Priority Score Project Manager: Department: Funding Source(s) TOTAL FUNDING SOURCES TOTAL Program: Building Services Replace existing building at the public works facility. 220 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 #11 Tracking Number PW 2018-96 Budget Amendment for Radio Purchases Public Works Committee – October 16, 2018 N/A Super-Majority (6 out of 9) Approval See attached memo. Bart Olson Administration Name Department Summary Review of an RFP for purchase of a radio system for Public Works and Parks operations. Background The Public Works Department used to have a vehicle-based radio system several years ago. After the system went obsolete and radio frequencies were reallocated, the Public Works employees have used a variety of phone and internet based hand-held technologies. Currently, Public Works employees end up using their cell phones to relay information to and from plow routes during snowplow operations. This is highly ineffective, and our former purchasing manager set out to research radio system options. That research was transitioned to our new Purchasing Manager, Carri Parker, who has reviewed scope, vendors, and received some quotes from radio companies. A couple of the quotes have been under the $25,000 threshold, and a few over the $25,000 threshold. Using the attached RFP, we propose to solicit bids from different companies for a gps-based radio system for use during Public Works and Parks operations. If the selected vendor’s price is under $25,000, staff can authorize the purchase administratively. If the selected vendor’s price is over $25,000, the purchase authorization will be brought to City Council for a vote. In either scenario, a budget amendment will be needed to cover the expenditure. The budget amendment materials were not available at time of packet creation. Recommendation If the committee is ok with the radio purchase, staff will immediately publish the RFP, and will draft a budget amendment for approval at the October 23rd City Council meeting. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: October 11, 2018 Subject: Budget amendment for radio purchases REQUESTS FOR PROPOSALS FOR PORTABLE GPS-ENABLED RADIOS AND SOFTWARE MAINTENANCE Page | 2 LEGAL NOTICE REQUEST FOR PROPOSAL The United City of Yorkville is seeking proposals for the purchase of portable GPS-enabled radios that will include a software maintenance program. Sealed proposals will be received at the address listed below until ________________, at ______________ local time. Proposals will be publicly opened and read aloud at the above stated time and place. Proposals not physically received at the City by ____________ local time on _____________________, will be returned, unopened to the firm. All proposals should be addressed to: United City of Yorkville Re: (vendor name) Request for Proposal for Radio Purchase and Software Maintenance Attention: Carri Parker, Purchasing Manager 800 Game Farm Road Yorkville, IL 60560 Proposal packets are available online at https://www.yorkville.il.us. The link can be found under the Business Tab-Proposals & RFPs. Additionally; packets may be picked up at the Yorkville City Hall, 800 Game Farm Road, Yorkville, IL 60560. Questions regarding this request for proposal should be in writing and directed to Carri Parker, Purchasing Manager, at cparker@yorkville.il.us. SPECIFICATIONS MUST BE MET AT THE TIME THE PROPOSAL IS DUE. Emailed or faxed proposals will not be accepted. The City Council reserves the right to accept or reject any and all proposals, to waive technicalities and to accept or reject any item of any proposal. The person or firm submitting the proposal shall at all times observe and conform to all laws, ordinances, and regulations of the Federal, State, and City which may in any manner affect the proposal. Page | 3 SCOPE OF WORK SPECIFICATIONS SECTION 1 - INTRODUCTION 1.1 Introduction to MOTOTRBO™ Improving workforce productivity and operational effectiveness requires superior communications quality, reliability, and functionality. MOTOTRBO is the first digital two-way radio system from Motorola specifically designed to meet the requirements of professional organizations that need a customizable, business critical, private communication solution using licensed spectrum. MOTOTRBO combines the best in two-way radio functionality with digital technology to deliver increased capacity and spectral efficiency, integrated data applications and enhanced voice communications. MOTOTRBO is an integrated voice and data system solution comprising of mobile and portable radios, audio and energy accessories, repeaters, text messaging and location tracking applications, and a third-party application developers program. Figure 1-1 MOTOTRBO System This document will enable the reader to understand the features and capabilities of the MOTOTRBO System Topologies. 1.2 MOTOTRBO Digital Radio Technology This section provides a brief overview of MOTOTRBO digital radio technology. It addresses four of the primary benefits delivered by the MOTOTRBO technology: spectral efficiency, less infrastructure, system flexibility, improved audio performance, and coverage. 1.2.1 Spectrum Efficiency via Two-Slot TDMA MOTOTRBO uses two-slot TDMA architecture. This architecture divides the channel into two alternating time slots, thereby creating two logical channels, and each user accesses a time slot as if it is an independent channel. A transmitting radio transmits information only during its selected slot and will be idle during the alternate slot. The Page | 4 receiving radio observes the transmissions in either time slot and relies on the signaling information included in each time slot to determine which call it was meant to receive. By comparison, analog radios operate on the concept of Frequency Division Multiple Access (FDMA). In FDMA, each transmitting radio transmits continuously on a designated channel, and the receiving radio receives the relevant transmission by tuning to the desired carrier frequency. Figure 1-2 Comparison between Analog and MOTOTRBO TDMA offers a straightforward method for achieving 6.25 kHz equivalency in 12.5 kHz repeater channels. This is a major benefit for users of increasingly crowded licensed bands. Instead of dividing channels into smaller slices of decreased bandwidth, which is what would be required to increase spectrum efficiency with FDMA. TDMA uses the full 12.5 kHz channel bandwidth but increases efficiency by dividing it into two alternating time slots. Additionally, this method preserves the well-known radio frequency (RF) performance characteristics of the 12.5 kHz signal. The actual transmitted power and radiated emissions of the 12.5 kHz signal of two-slot TDMA occupy the channel, propagates, and performs essentially in the same way as an analog 12.5 kHz signal. With the added advantages of digital technology, TDMA-based radios can work within a single repeater channel to provide roughly twice the traffic capacity, while offering RF coverage equivalent to, or better than analog systems. 1.2.2 Two-Slot TDMA Reduces Infrastructure Equipment TDMA essentially doubles repeater capacity. This means that one MOTOTRBO repeater does the work of two analog repeaters (a MOTOTRBO repeater supports two calls simultaneously). This saves costs of repeater hardware, maintenance, and also saves on Page | 5 the cost and complexity of RF combining equipment necessary in multi-channel configurations. Just as importantly, the two slot TDMA signal fits cleanly into a customer’s existing, licensed channels; there is no need to obtain new licenses for the increase in repeater capacity and compared to alternative technologies that may operate on different bandwidths, there is no comparative increase in the risk of interference with or from adjacent channels. Figure 1-3 MOTOTRBO Requires Less Combining Equipment 1.2.3 System Flexibility The two-time slots or logical channels enabled by two-slot TDMA can potentially be used for a variety of purposes. Many organizations deploying MOTOTRBO systems can use these slots in many different ways: Page | 6  Use both slots as voice channels. This doubles the voice capacity per licensed repeater channel, thereby increasing the number of users the system can accommodate and increasing the amount of air time the users can consume.  Use both slots as data channels. This allows organizations to fully deploy data transactions  Use one slot as a voice channel, and the other as a data channel. This is a flexible solution that allows customers to equip their voice users with mobile data, messaging or location tracking capabilities. In any of these scenarios, additional benefits are realized within the existing licensed repeater channel(s). Figure 1-4 Example of Two-Slot TDMA 1.2.4 Digital Audio Coverage, Quality & User Expectations The main difference between analog and digital coverage is how the audio quality degrades throughout the coverage region. Analog audio degrades linearly throughout the region of coverage, while digital audio quality performs more consistently in the same region of coverage. A primary reason for the different degradation characteristics is the use of forwarding error correction coding used in digital transmissions, which can accurately deliver both audio and data content with virtually no loss over a far greater area. It is the error protection that allows a MOTOTRBO system to provide consistent audio quality throughout its coverage area. A comparable analog system can never offer such consistency. In the MOTOTRBO system, the audio quality remains at a high level, because the error protection minimizes the noise effect. Page | 7 The figure below graphically illustrates the relationship of delivered system audio quality, while comparing good to poor audio quality with strong to weak signal strength. Do note that  In very strong signal areas the analog signal, because there is no processing, may sound slightly better than the digital audio signal.  Digital signals increase the effective coverage area above the minimally acceptable audio quality level.  Digital signals improve the quality and consistency of the audio throughout the effective coverage area.  Digital signals do not necessarily increase the total distance that an RF signal propagates. Figure 1-5 Comparison of Audio Quality versus Signal Strength for Analog & Digital There are a number of differences between how digital audio behaves compared to analog audio from the end user (listener’s) perspective. Motorola has found that setting proper end-user expectations in this regard is an important aspect of system planning. Below are what end users will experience with digital audio.  Consistent performance throughout coverage area with no gradual fade at the fringes: While analog signals slowly degrade as the receiver moves away from the transmitter, digital signals perform more consistently throughout the coverage area. However, digital signals can shift more abruptly from “good” to “no signal,” when crossing the fringe of the coverage area. This means users cannot rely on degrading audio quality to warn them that they are approaching the fringe of coverage. On the other hand, just prior to the fringe of the coverage area, digital audio is still crisp and clean whereas analog audio has excessive noise and static.  Digital Sounds Different: The vocoding process is designed to deliver optimum audio quality with a very small number of bits. Some listeners find the resulting tonal qualities of digital speech somewhat different from what they have Page | 8 experienced with analog speech. Because the vocoding process is highly specialized for reproducing human speech, other sounds like music and tones are not reproduced accurately. Additionally, digital audio can introduce end-to-end audio delays. When overwhelming errors or dropouts are encountered, digital radios can generate some unique-sounding audio “artifacts.”  Background Noise Reduction: The advanced vocoding capabilities in MOTOTRBO also include background noise reduction. Regardless of what is happening in the environment of the transmitting radio, the only voice is reconstructed at the receiving radio. Background noise like machine noise, wind noise, and traffic noise, is not reconstructed, and thus not heard. This is a key advantage of the MOTOTRBO digital voice solution over typical analog solutions because noisy environments like factories, stores, work sites, and windy locations do NOT significantly degrade communications intelligibility. 1.2.5 General Requirements 1.2.5.1 The system and/or user equipment shall support digital transmissions on a 12.5 kHz TDMA X2 channel (6.25 equivalent). It is preferred that TDMA technology is implemented on the digital system. The system and/or user equipment shall also support analog transmissions on 12.5 kHz or 25 kHz channels. 1.2.5.2 It is preferred that the repeater/base station equipment is able to manage two independent time slots on a single 12.5kHz frequency using TDMA technology transmissions. 1.2.5.3 The system shall support single-site configurations and a modular design to allow for multi-site configurations which will allow for roaming with configurable parameters for optimizing roaming performance in the future 1.2.5.4 The system shall support data traffic on available timeslots in the pool of resources. 1.2.5.5 The system shall be capable of supporting data communications that include GPS location services, text messaging, and a data interface for other customer specific and supplied applications including system performance management, VoIP dispatch, AVL, work-order management, and email connectivity. 1.2.5.6 The manufacturer shall provide details on the ease of expansion of their system. This will include how to expand the number of radios, sites, and channels in their solution. 1.2.5.7 Voice shall take priority over data transmissions on radios transmitting both voice and data information. Page | 9 Section 2 - MOTOTRBO™ Digital Features 2.1 Group Calls The digital group is a way of enabling groups to share a talk group without distracting and disrupting one another. Because two-way radios are well suited for “one-to-many” types of calls, the Group Call is the most common call in a MOTOTRBO system. Individual radios that need to communicate with one another are grouped together and configured to be members of a group. A transmitting radio can be heard by all the radios within the same group and on the same logical channel (frequency & time slot). Two radios cannot hear each other if they are on the same logical channel (frequency & time slot) but on different groups. Two radios on different logical channels cannot hear each other, even if they are placed in the same group. In MOTOTRBO systems, capabilities for Group Calls are configured with the portable and mobile radio CPS (Customer Programming Software). The repeater does not require any specific configuration for groups. The radios can be configured to enable the user to select among multiple groups using the radio channel selector knob, buttons or using the radio menu contact list. 2.2 Private Calls MOTOTRBO provides the capability for a user to place a Private Call directly to another radio, even if they are not in the same group. However, for this action to take place, both radios need to be on the same channel and time slot. This feature allows a radio user to carry a one-to-one conversation that is only heard by the two parties involved. Private calls can be configured as confirmed or unconfirmed on a per channel basis. For confirmed Private Calls, the calling radio transmits a short control signal message to the target radio. The signaling verifies the presence of the target radio before being allowed to start the call. The receiving user does not need to manually “answer” this signal, but rather the receiving radio automatically responds to the setup request. Once the receiving radio replies to the setup request, the initiating radio sounds a Talk Permit tone and starts the call. The receiving radio sounds a Private Call indication to the user, prior to relaying the received voice. Once a Private Call is set up, subsequent transmissions do not require the call setup messaging. 2.3 All Call All Call is a one-way voice call between a privileged operator and all users on a logical channel. The transmitting radio utilizes a special All Call group that every radio on the same system and logical channel (regardless of group) will receive. An All Call is a one- way transmission and users cannot talk back to an All Call. If a user transmits after receiving an All Call, the user transmits using his currently selected group. The ability to initiate an All Call is only programmed into radios that are used in supervisory roles. All other radios monitor All Call transmissions by default. Page | 10 2.4 DTMF Hot Keypad When this feature is enabled, the numeric keypad allows live dialing during dispatch operation. During a voice call, the user can transmit the following characters using a MOTOTRBO radio with keypad: 0 1 2 3 4 5 6 7 8 9 * #. These characters are encoded as dual tone multi-frequency (DTMF). These DTMF tones enable the user to communicate with a device connected to a control station using the numeric keypad. 2.5 Transmit Interrupt The Transmit Interrupt feature is a suite of features proprietary to Motorola. This feature generally allows a radio to shut down an ongoing clear, Basic Privacy, or Enhanced Privacy interruptible voice transmission, and potentially initiate a new transmission. Transmit Interrupt is independent of call type. Therefore it applies to Group Calls, Private Calls, Emergency Calls and All Calls. This feature also applies to Private Calls that are initiated via remote monitor command, and Group Calls that are initiated via the emergency remote monitor. To support different use cases, Transmit Interrupt has four unique variations:  Voice Interrupt: This feature allows a radio that is unmated to an interruptible voice call to stop the ongoing voice transmission and initiate its own voice transmission to the same call membership. Voice Interrupt is typically used during a prolonged voice transmission when “late-breaking” or urgent information becomes available, and it is necessary to disseminate the information to the groups as quickly as possible.  Emergency Voice Interrupt: This feature allows a radio to stop any ongoing interruptible voice transmission and initiate its own emergency transmission. Emergency Voice Interrupt gives a radio improved access to the radio channel, in an emergency condition.  Remote Voice Dekey: This feature allows a radio to stop an ongoing interruptible voice transmission. It is typically used by a supervisor to remotely de-key a radio that is inadvertently transmitting (for example, the PTT is inadvertently pressed for an extended period of time) and occupying the radio channel.  Data Over Voice Interrupt: This feature allows a third-party data application on an option board or attached PC to control the radio in order to stop any ongoing interruptible voice transmission and initiate its own data message transmission. The application can also specify in the data message, an option to discard itself if an ongoing voice transmission is not interruptible. This feature is useful in situations where data traffic is more important than voice traffic. Data Over Voice Interrupt is not used by any data application native to the radio (for example, Text Message, Location, and Telemetry do not use Data Over Voice Interrupt). Page | 11 2.6 Digital Signaling Features Within a given time slot, the digital call is organized into voice information and signaling information. Included in the signaling information is an identifier used to describe the type of call that is transmitted within the time slot (for example, Group Call, All Call, or Private Call). Signaling information also includes identification information and/or control information, which is used to notify listeners on a voice call of system events and status (for example, the ID of the transmitting radio and the Group ID). Because this information is repeated periodically during the course of the call, this embedded signaling allows users to join a voice transmission that is already in progress and still participate in the call. This is referred to as Late Entry and is an advantage over analog signaling schemes. 2.7 PTT ID and Aliasing This feature allows the target radio to identify the originator of a call. If programmed with the radio CPS (Customer Programming Software), a user-friendly alphanumeric name or “alias” can also be displayed. These user-friendly aliases are also used when initiating voice calls and digital signaling features. The alias information in the transmitting radio should correspond with the alias information in the receiving radio. The transmitting radio ID is sent over-the-air and, if there is an alias for that ID in the receiving radio, the receiving radio displays the alias. If no alias is configured at the receiving radio for that ID, then only the transmitting radio’s ID is shown. 2.8 Radio Enable/Disable There are two ways to enable/disable a radio:  By another radio, typically in a supervisory role, that sends Inhibit/Uninhibit command using over-the-air signaling, or  By a third-party application connected to the repeater or radio system, that sends Inhibit/Uninhibit command using the Application Developer Program (ADP) application. 2.9 Remote Monitor The Remote Monitor feature allows a remote user to activate a target radio’s microphone and a transmitter for a period of time. A call is silently set up on the target radio, and its PTT is controlled remotely without any indications given to the end user. The duration that the target radio transmits after receiving a Remote Monitor command is set in the target radio through the CPS. When receiving the Remote Monitor command, the target radio initiates a Private Call back to the originator of the Remote Monitor command. This feature is used to ascertain the situation of a target radio which is powered-on but is unresponsive. This is beneficial in a number of situations including: Page | 12  Theft,  Incapacity of the radio user, or  Allowing the initiator of an Emergency Call to communicate hands-free in an emergency situation. The Remote Monitor feature may be activated on a disabled radio. Remote Monitor could also be programmed to be activated on the radio that is in emergency mode only. 2.10 Radio Check The Radio Check feature checks if a radio is active in a system without notifying the user of the target radio. Besides the Busy LED, there is no other audible or visual indication on the checked radio. The receiving radio automatically and silently responds with an acknowledgment to the initiating radio. This feature is used to discretely determine if a target radio is available. For example, if a radio user is non-responsive, Radio Check could be used to determine if the target radio is switched on and monitoring the channel. If the target radio responds with an acknowledgment, the initiator could then take additional action such as using the Remote Monitor command to activate the target radio’s PTT. 2.11 Call Alert The Call Alert feature allows a radio user to essentially page another user. When a radio receives a Call Alert, a persistent audible and visual alert is presented to the user. The initiator of the Call Alert is also displayed. If a user is away from his radio at the time of the reception, the alert remains until the user clears the Call Alert screen. If the user presses the PTT while the Call Alert screen is active, he starts a Private Call to the originator of the Call Alert. 2.12 Remote Voice Dekey The Remote Voice Dekey feature allows a radio user to stop any interruptible voice transmission, except for All Calls. This ability to remotely stop an interruptible voice transmission is provisioned into the radio via the CPS and accessed via a programmable button. 2.13 Digital Emergency MOTOTRBO offers a variety of emergency handling strategies that will fit the customer’s organizational needs. In its basic form, MOTOTRBO provides the ability for a radio user in distress to send a confirmed emergency alarm message and emergency voice to a user on a supervisory radio. The emergency alarm message contains the individual radio ID of the initiator. Upon reception of an emergency alarm, the supervisor receives audible and visual indications of the emergency, and the initiating radio ID is displayed. Depending on configuration, emergency voice may follow between the Page | 13 initiator and the supervisor. Once the supervisor handles the emergency situation (i.e., solves the problem), he clears the emergency on the supervisor radio. Once the initiator clears his emergency on the initiator radio, the emergency is considered over. When a user presses the Emergency button, the radio gives audible and visual indications to show that it has entered emergency mode. There is a configurable option available, referred to as Silent Emergency, which suppresses all indications of the emergency status on the user’s radio. This feature is valuable in situations where an indication of an emergency state is not desirable. Once the user breaks radio silence by pressing the PTT and speaking, the Silent Emergency ends, the audible and visual indications return. There are three major methods to process the emergency alarm and the Emergency Call; Emergency Alarm Only, Emergency Alarm and Call, and Emergency Alarm with Voice to Follow. 2.13.1 Emergency Alarm Only Emergency Alarm Only – the emergency process only consists of the emergency alarm part. The number of emergency alarm attempts is configurable and can even be set to retry indefinitely. The alarm is initially sent regardless of channel activity, and the Emergency ends when:  An acknowledgment is received  All retries are exhausted,  The user manually clears the emergency, or  The user pushes the PTT. No voice call is associated with the emergency when operating as Emergency Alarm Only. Pressing the PTT clears the emergency, and a standard voice call is processed. 2.13.2 Emergency Alarm and Call Emergency Alarm and Call – consists of the emergency alarm process followed by the ability to perform an Emergency Call. The number of emergency alarm attempts can even be set to retry indefinitely. The alarm is initially sent regardless of channel activity. Emergency alarm stops when:  An acknowledgment is received, or  All retries are exhausted. The radio still remains in an emergency state. Any follow up PTT initiates an Emergency Call, and the call includes an embedded emergency indication. If the user presses the PTT before the radio sends an emergency alarm, the radio stops sending the alarm and starts the Emergency Call. While in the emergency mode, all subsequent voice transmissions are Emergency Calls. The user remains in emergency mode until he manually clears the Page | 14 emergency. The only way to reinitiate the emergency alarm process is to reinitiate the emergency. 2.13.3 Emergency Alarm with Voice to Follow Emergency Alarm with Voice to Follow – consists of sending a single emergency alarm and followed by automatic transmission of an Emergency Call. This is referred to the as hot microphone. The radio only sends one emergency alarm regardless if there is channel activity, and then without waiting for an acknowledgment, the radio immediately activates the microphone and initiates an Emergency Call without the need of the user pressing the PTT. The duration of the hot microphone state is configurable. This transmission is considered an Emergency Call and therefore includes the embedded emergency indication. Once this hot microphone duration expires, the radio stops transmitting but remains in the emergency mode. Any follow up PTT initiates an Emergency Call and includes the embedded emergency indication. The user remains in the emergency mode until he manually clears his emergency. The only way to reinitiate the emergency alarm and the hot microphone is to re-initiate the emergency. 2.14 Emergency Voice Interrupt for Emergency Alarm The Emergency Voice Interrupt feature is used during the initiation of an emergency condition when an interruptible voice transmission is already taking place on the channel. When an emergency is initiated with Emergency Voice Interrupt enabled, the radio attempts to interrupt an ongoing, interruptible voice transmission on the channel. The radio then uses the established procedures for either Emergency Alarm or Emergency Alarm with Call, depending on the configuration. The Emergency Voice Interrupt for Emergency Alarm feature is not required to be a member of the voice call being interrupted. 2.15 Emergency Voice Interrupt for Emergency Voice The Emergency Voice Interrupt feature when enabled in radio, is used during the initiation of an emergency voice transmission, primarily when an interruptible voice transmission takes place on the channel, and the radio does not belong to that voice transmission. The radio attempts to interrupt the voice transmission, and then uses the established procedures for Emergency Voice Transmissions, when all of the following conditions are met:  Emergency Voice Interrupt is enabled.  The radio is an emergency condition (for example, the designated Emergency button was pressed previously).  Another radio’s interruptible voice transmission is taking place on the channel. Page | 15  The radio in the emergency condition does not belong to the other radio’s voice transmission (i.e., the radio in the emergency condition is not receiving the other radio’s voice transmission).  The radio user in the emergency condition requests an Emergency Voice Transmission. The Emergency Voice Interrupt for Emergency Voice feature is also capable of interrupting an All Call provided the All Call is transmitting interruptible voice. 2.16 Emergency Search Tone This Emergency Search Tone is available in direct mode (12.5e or 6.25e), Conventional Single Site IPSC, Capacity Plus, and Linked Capacity Plus. If enabled, when the radio initiates an emergency, it will play out a loud an attention- grabbing tone (Emergency Search Tone), to help people around to locate and identify the emergency initiator. This Emergency Search Tone is for the emergency initiating radio only, and not for the emergency receiving radios. This tone starts when the emergency starts and ends when the radio exits the emergency. The tone will be temporarily suspended, when the radio is transmitting or receiving voice/data/CSBK calls. 2.17 Restricted Access To System (RAS) & Radio ID Range Check The Restricted Access to System (RAS) feature prevents unauthorized subscriber users from using the repeaters in the system to transmit to their targeted user or user groups. Additionally, RAS provides limited protection to prevent unauthorized subscribers from listening to any voice/data/CSBK transmission repeated from the RAS enabled repeaters. The unauthorized subscriber device could be a Motorola subscriber or a DMR- compatible subscriber from other vendors. However, RAS is not a privacy feature and if voice privacy is a concern, Basic Privacy, or Enhanced Privacy should be utilized. This feature supports all existing ADP interfaces and is supported in all MOTOTRBO system configurations – Conventional Single Site, IP Site Connect, Capacity Plus, Linked Capacity Plus, Connect Plus, and Capacity Max. This feature provides two methods to prevent a subscriber from accessing the system: RAS Key Authentication and Radio ID Range Check. These two methods are independent of each other may be enabled/disabled separately or together. When used together, they provide a robust and flexible way to control the subscribers’ access to the system.  Restricted Access to System (RAS) Key Authentication – In this method, the subscribers and repeaters are configured with a secret RAS key. When a subscriber transmits, the subscriber uses it configured RAS key to encode the bursts. When a repeater receives the bursts, the repeater also uses it configured RAS key to decode the bursts. If the RAS keys in the subscriber and repeater are the same, the repeater decodes and repeats the bursts successfully. However, if the subscriber does not have a RAS key or its RAS key does not match the one Page | 16 configured in the repeater, the decoding process in the repeater fails, and the transmission is blocked at the repeater. Therefore, the bursts from the unauthorized subscriber are not repeated and cannot reach the targeted user or user group. This method is secure and difficult to break or circumvent because the RAS ID length ranges from 6 to 24 characters. The algorithm is very robust.  Radio ID Range Check – In this method, up to 64 radio ID ranges can be provisioned in the repeaters. Each of these radio ID ranges may be configured as allowed or left as un-configured. If the radio ID is within any of the allowed radio ID ranges when the repeater receives a transmission from a subscriber, the repeater repeats it normally. However, if the subscriber’s radio ID is not within any of the allowed radio ID ranges, the repeater blocks the transmission. Hence, the transmission from unauthorized subscribers are not repeated and cannot reach the targeted user or user group. Page | 17 Section 3 – MOTOTRBO™ CAPACITY PLUS 3.1 Capacity Plus – Single-Site Trunk Solution Capacity Plus is a Single-Site trunk solution that trunks the logical channels of multiple MOTOTRBO™ repeaters operating in digital mode at the same location. This allows the radios to share the logical channels, resulting in less waiting time to access the system and increased channel capacity for a given quality of service. Due to dynamic trunking, there is no need for exclusive frequencies as control channels. There are no controllers required for Capacity Plus. It operates using dynamic trunking (rest slot), whereby idle radios sit on a rest slot until the Push-To-Talk (PTT) is pressed. Once the PTT is pressed, a private or talk group call takes place on the rest slot. All radios not involved in the call move to the next available rest slot. This continues throughout all the repeaters in a Capacity Plus system. Capacity Plus supports a maximum of 8 voice trunked repeaters (16 logical channels) at a site plus 12 data revert repeaters for (22 logical channels). A Capacity Plus system is a single site trunk solution and therefore supports local calls only. The number of repeaters at a site is a function of the expected volume of local calls. All repeaters in a Capacity Plus system must be on the same LAN, in other words, they must be plugged into the same network switch. It is strongly recommended that no other device be present on the LAN. The Master repeater must be configured with a unique static IP address. In Capacity Plus, a channel is configured either for trunking or for data revert. A radio has a list of all Trunked Channels and a list of Data Revert Channels. While configuring channels, observe the following rules:  Both channels of a repeater should be used for the same purpose. This implies that if one logical channel of a repeater is a trunked channel, then the other channel is also a trunked channel. Similarly, if one channel of a repeater is a data revert channel, then the other channel is also a data revert channel.  The Customer Programming Software (CPS) provides a zone for keeping all the trunked and data revert channels. The zone is called the “Channel Pool.” All the trunked and data revert channels should be kept in the “Channel Pool.” 3.1.1 Topologies of a Capacity Plus System 3.1.1.1 A Capacity Plus System with No Data Application Servers The most basic of the Capacity Plus topologies is one without any data revert repeaters in the system. One of the repeaters has an additional role of “Master,” a broker for discovering repeaters. The Master has a static address (IPv4 address and UDP port number), which is configured in all the repeaters and RDAC. A static address is an address that does not change with time. Page | 18 Figure 3-1 Capacity Plus with Local RDAC and no Data Application Servers. The above figure includes 4 repeaters for a total of 8 logical channels plus RDAC (Repeater Diagnostics and Controls). A minimal configuration of the above figure can have just one repeater without RDAC. In this case, the system behaves as a two-channel trunked system. Figure 3-2 Two-channel Capacity Plus System without Data Application Servers. 3.1.1.2 Cap Plus System w/ Data Application Server on Trunk Channels It is possible to send data messages to a Data Server over the Trunked Channels. This is recommended for a system that requires sending data messages to the Server. There are two ways of configuring the system. a. You can use wireless interface (Control Stations) to send/receive the data from the server (Figure 3-3 below). b. You can use MNIS (Motorola Network Interface Services) Electronic ID’s for the repeaters to have wire-line integration with the data application server (Figure 3-4 below). Page | 19 Figure 3-3 Capacity Plus with Data Application Using Control Stations Figure 3-4 Capacity Plus with Data Application & MNIS Wire-line Interface to Repeaters These are just a few of the ways that a Capacity Plus System can support both voice and data over a Capacity Plus Trunk System. If more details are required, please refer to the System Planner, and for more information on wire-line data applications, please refer to the MOTOTRBO Network Interface Services (MNIS) section of the System Planner. Page | 20 SECTION 4 – COMPONENTS: 4.1. MOTOTRBO™ Repeaters  The MOTOTRBO SLR 5700 Series Repeater (1 base needed) The SLR 5700 Series repeater delivers high performance, high-reliability two-way radio service with all the features you require. With its sleek form factor and low power consumption, it’s engineered for the low cost of ownership. The SLR 5000 repeater takes a huge leap forward in technology; it represents the next generation in repeaters. Versatile and powerful, MOTOTRBO combines the best of two-way radio functionality with the latest in digital technology. It integrates voice and data seamlessly, offers advanced features that are easy to use and delivers increased capacity to meet your communication needs from the field to the factory floor. The SLR 5000 Series repeater can be utilized in conventional systems, or in trunking systems like Capacity Plus, Linked Capacity Plus or Connect Plus. It can operate as an analog repeater, or as a mixed mode analog/digital repeater while you transition away from legacy analog systems. The SLR 5000 Series is designed to offer round-the-clock, reliable operation, even at its continuous full transmit power of 50W. The high-quality design has been validated through Motorola’s Accelerated Life Testing (ALT) program and meets stringent quality criteria to deliver reliable coverage throughout your service area. The product has a next generation receiver design, with high sensitivity, improved noise blocking and digital error correction that provides clear voice quality even in the most adverse conditions. The SLR 5000 Series support the full MOTOTRBO feature set and is compatible with all the MOTOTRBO system architectures: single site conventional, IP Site Connect, Capacity Plus, Linked Capacity Plus and Connect Plus. The IP interface allows you to build applications and consoles directly into your system. Using the latest RF technology, the SLR 5000 Series repeater provides exceptionally high- power efficiency and with its 1 rack unit of space provides a low thermal footprint. It has simple servicing requirements with field replaceable Power Amplifier, Power Supply, and modem modules. A front-panel USB port allows easy configuration, with optional support for remote management. It also has built-in features such as a 3A battery charger, external alarm ports and an auxiliary power output to ease site installation. This repeater is designed for the future with 10 times more processing power, 15 times more memory, and 125 times more data storage compared to the first generation of repeaters. The architecture has provisions for expansion modules, should more functionality be required in the future. Page | 21  Specifications for the SLR 5000 Repeater General Specifications: VHF UHF Frequency Range: 136-174 MHz 400-470 MHz Channel Capacity: 64 RF Output Power: 1-50 W Dimension (HxWxD): 1.75” x 19” x 14.6” Weight: 19 lbs. Input Voltage (AC): 100 – 240 VAC 47-63 Hz Current (standby) 110/240 V 0.18 / 0.25 A Current (transmit) 110/240 V 1.5 / 0.9 A Input Voltage (DC): 11.0 – 14.4 VDC Current (standby) 0.7 A Current (transmit) 9.5 A Operating Temperature Range: -22 to 140°F (-30 to 60°C) Humidity: RH of 95%, non-condensing at 50°C (122°F) Max Duty Cycle: 100% FCC Description: ABZ99FT3094 ABZ99FT4096 IC Description: 109AB-99FT3094 109AB-99FT4096 Digital Vocoder: AMBE+2™ Battery Charger Capacity: 12 V, 3 A Connectivity: Tx (N Female), Rx (BNC Female), USB A receptacle, 2x Ethernet Receiver: Channel Spacing: 25* / 12.5 kHz Frequency Stability: 0.5 ppm Sensitivity, 12dB SINAD 0.22 μV Sensitivity, 5% BER 0.22 μV Selectivity (TIA603D), 25*/12.5 83 / 55 dB 80 / 55 dB Selectivity (TIA603), 25*/12.5 83 / 68 dB 80 / 68 dB Selectivity (ETSI), 25*/12.5 70 / 63 dB Intermodulation Rejection (TIA603D/ETSI) 82 / 73 dB Spurious Rejection (TIA603D/ETSI) 95 / 90 dB Audio Distortion < 1% Transmitter Hum & Noise 25*/12.5 kHz -45 / 50 dB Transmitter: Frequency Stability: 0.5 ppm Intermodulation Attenuation: 40 dB Adjacent Channel Power (TIA603D) 78 / 62 dB Adjacent Channel Power (ETSI) 78 / 62 dB Conducted Spurious Emissions -36 dBm < 1 GHz, -30 dBm > 1 GHz Modulation Fidelity (4FSK) FSK Error 5%, FSK Magnitude 1% Page | 22 Audio Response TIA603D Audio Distortion < 1% Receiver Hum & Noise, 25*/12.5 -45 / -50 dB Rated System Deviation, 25*/12.5 +5.0 / +2.5 kHz *25 kHz channels not available in the US 4.2. Repeaters RFP Specifics: 4.2.1. The system shall provide a software application that allows the system administrator the ability to monitor and control the radio repeaters within the system remotely. The Repeater Diagnostic s and Reporting system shall provide the following capabilities: 4.2.2. Repeater Diagnostics that include enabled-disabled station status, Transmitter power status, available channels and RSSI levels. 4.2.3. Repeater Controls that include changing channels, transmitter power, s tation reset and repeater knockdown. 4.2.4. Repeater Alarm Reporting including Receiver lock failure, transmit lock detect, station overheating, AC Power supply failure and detect and report of failure. 4.2.5. The application shall operate over the IP network remotely 4.3. The system shall provide the following Repeater Alarms: 4.3.1. RX (Receiver lock failure) 4.3.2. TX (transmit lock detect) 4.3.3. Temp (station overheating) 4.3.4. Power (AC Power supply failure) 4.3.5. Fan (fan failure) 4.3.6. PA Voltage Major 4.3.7. PA Voltage Minor 4.3.8. VSWR Major 4.3.9. VSWR Minor 4.3.10. TX Power Major 4.3.11. TX Power Minor 4.3.12. PA EEPROM Corruption 4.3.13. Exciter EEPROM Corruption 4.3.14. Receiver EEPROM Corruption 4.3.15. Interoperability between Exciter and PA. 4.4. The system shall provide the following Repeater Diagnostics: 4.4.1. Read Enabled/Disabled Status 4.4.2. Read Analog/Digital Status 4.4.3. Read Wide or Local Area Status 4.4.4. Read Transmit Power Status 4.4.5. Read Available Channels 4.4.6. Read Inbound RSSI 4.4.7. Read !Pv4 Address and UDP Port 4.5. The system shall provide the following repeater control capabilities: 4.5.1. Change Enabled or Disabled Status 4.5.2. Change Channels 4.5.3. Change Transmit Power Level Page | 23 4.5.4. Reset Repeater 4.5.5. Knockdown Repeater 4.5.6. The system shall provide the following Repeater Alarm Reporting 4.5.7. Detect and Report Receiver Lock Detect Failure 4.5.8. Detect and Report Transmitter Lock Detect Failure 4.5.9. Detect and Report Overheating 4.5.10. Detect and Report AC Power Supply Failure 4.5.11. Detect and Report Main Fan Failure Page | 24 XPR 7550e XPR 7350e SECTION 5 - MOTOTRBO™ Next-Generation Portables (22 units with chargers) MOTOTRBO™ NEXT-GENERATION PORTABLES  XPR 7000e SERIES PORTABLE TWO-WAY RADIOS The MOTOTRBO XPR 7000e Series is a family of DMR standard digital radios that delivers operations-critical voice and data communications. The XPR 7000e Series radios come in two flavors; a full-color display with integrated expansion board, Bluetooth®, Wi-Fi, GPS & Text Messaging (XPR 7550e & XPR 7580e). The Radio also comes in a non-display version that includes Bluetooth®, Wi-Fi, GPS and the integrated expansion board. The XPR 7000e Series radios are designed with high-performance integrated voice and data, and advanced features for efficient operation. These next-generation radios deliver complete connectivity to your organization. Here’s what’s new in these next-generation radios:  Integrated Accelerometer for optional Man Down  Bluetooth® 4.0  Indoor Location Tracking  Integrated Wi-Fi  Over-the-air (OTA) Software Updates  Enhanced Audio Quality  Improved Expandability  Better Battery Life (up to 29 hours)  Better Range (up to 8%)  Better Waterproofing (IP68) XPR 7000e Series Features: Connected Bluetooth® audio lets you talk without wires, and integrated Wi-Fi enables remote software upgrades. Bluetooth® data allows for indoor location tracking, and built-in GPS outdoor location tracking capabilities provide you total visibility of your resources. With support for trunking as well as legacy analog technology, you can keep your organization connected as it grows. Productive Text messaging and Work Order Ticketing simplifies complex communications, and data capabilities support advanced applications. Featuring a powerful audio amplifier, these radios deliver loud, clear speech, with industrial noise cancellation for better intelligibility. The latest energy technology delivers up to 29 hours of battery life for 3- shift working, and an improved receiver boosts range by up to 8%. Safe Safeguard your staff with responsive push-to-talk technology. The prominent orange emergency button on XPR 7000e Series radios summons help with one touch, using Transmit Interrupt to clear a channel when necessary. An integrated accelerometer senses Page | 25 if you’ve fallen and can automatically call for assistance. The radio is tested to tough military standards and is both dust and waterproof to IP68. Page | 26 Specifications: Full Keypad (FKP) Model No Keypad (NKP) Model Model #: XPR 7550e XPR 7580e XPR 7350e XPR 7380e Band: VHF UHF 800/900 VHF UHF 800/900 GENERAL SPECIFICATIONS: Frequency 136-174 MHz 403-512 MHz 806-825 MHz, 136-174 MHz 403-512 MHz 806-825 MHz, 851-870 MHz, 851-870 MHz, 896-902 MHz, 896-902 MHz, 935-941 MHz 935-941 MHz High Power Output 5W 4W 2.5W 5W 4W 2.5W Low Power Output 1W 1W 1W 1W 1W 1W Channel Spacing 12.5, 25* kHz Channel Capacity 1000 32 Dimensions (HxWxD) Radio + Slim Battery 5.1 x 2.2 x 1.4 in (130 x 55 x 36 mm) 5.1 x 2.2 x 1.3 in (130 x 55 x 34 mm) Weight, Radio + Slim Battery 11 oz (315 g) 10 oz (290 g) Dimensions (HxWxD) Radio + High Capacity Battery 5.1 x 2.2 x 1.6 in (130 x 55 x 41 mm) 5.1 x 2.2 x 1.6 in (130 x 55 x 40 mm) Weight, Radio+High Capacity Battery 12 oz (347 g) 11 oz (322 g) FCC Description AZ489FT7066 AZ489FT7065 AZ489FT7067 AZ489FT7066 AZ489FT7065 AZ489FT7067 IC Description 109U-89FT7066 109U-89FT7065 109U-89FT7067 109U-89FT7066 109U-89FT7065 109U-89FT7067 Digital / Analog Battery Life Low Voltage 2250 mAh Battery 22.0 / 16.5 hrs 21.0 / 16.0 hrs 21.0 / 17.5 hrs 22.0 / 16.5 hrs 21.0 / 16.0 hrs 21.0 / 16.5 hrs Digital / Analog Battery Life Low Voltage 3000 mAh Battery 29.0 / 22.0 hrs 28.0 / 21.5 hrs 28.0 / 23.0 hrs 29.0 / 22.0 hrs 28.0 / 21.5 hrs 28.0 / 23.0 hrs Power Supply (Nominal) 7.5 V Page | 27 Page | 28 SL 7550e  SL 7000e SERIES PORTABLE TWO-WAY RADIOS The SL 7000e Series MOTOTRBO™ digital portable two-way radios are designed for the managers who need complete control. With a slim and light form factor incorporating high performance integrated voice and data, these next-generation radios deliver smart connectivity to your organization. Here’s what’s new in these next-generation radios:  Integrated accelerometer for optional Man Down  Bluetooth 4.0  Indoor Location Tracking  Integrated Wi-Fi  Over-the-Air Software Updates  Upgraded audio for greater clarity at high volume  Improved expandability  Increased UHF transmitter power for greater range SMART The MOTOTRBO™ SL 7000e Series is a family of DMR-standard slim and light portable radios that connects you with sophistication. Pocket-sized and with a smooth outline, the radios feature a full keypad and 5-line color screen with customizable display schemes. A built-in vibrate function alerts you quietly when you need to be discreet, and a comprehensive range of audio accessories allows you to stay connected without disturbing your customers. Page | 29 Specifications: Model #: SL 7550e SL 7580e SL 7590e Band: UHF Band 1 UHF Band 2 800 MHz 900 MHz GENERAL SPECIFICATIONS: Frequency 403-470 MHz 450-512 MHz 806-825 MHz, 896-902 MHz, 851-870 MHz, 935-941 MHz High Power Output 3W 3W 2W Low Power Output 1W 1W 1W Channel Spacing 12.5 kHz Channel Capacity 1000 Dimensions (HxWxD) Radio + Std Battery 4.8 x 2.2 x 0.9 in (121 x 55 x 23 mm) Weight, Radio + Slim Battery 11 oz (315 g) FCC Description AZ489FT7072 AZ489FT7073 AZ489FT7074 AZ489FT7075 IC Description 109U-89FT7066 109U-89FT7065 109U-89FT7067 109U-89FT7066 Digital / Analog Battery Life Low Voltage 2250 mAh Battery 22.0 / 16.5 hrs 21.0 / 16.0 hrs 21.0 / 17.5 hrs 22.0 / 16.5 hrs Digital / Analog Battery Life Low Voltage 3000 mAh Battery 29.0 / 22.0 hrs 28.0 / 21.5 hrs 28.0 / 23.0 hrs 29.0 / 22.0 hrs Power Supply (Nominal) 3.7 V Page | 30 Page | 31 5.1. Next Generation Subscribers: 5.1.1. All user portable radios shall include battery technology for automatic maintenance and reconditioning. 5.1.2. All user portable radios shall be rated UL Intrinsically Safe. 5.1.3. The system and/or user equipment shall include embedded digital forward error correction technology to increase clarity throughout the range. 5.1.4. All user radios shall include Emergency Declaration capability with single button activation. 5.1.5. The Emergency Declaration shall provide visual and audible status notification to specified radios. 5.1.6. The Vendor's Proposal shall include a detailed description of the Emergency Declaration features and programming options. 5.1.7. The system and/or user equipment shall include embedded GPS receivers in both the portable and mobile radios with a proper antenna. 5.1.8. The system and/or user equipment shall include embedded text messaging capabilities. 5.1.9. Any additional external receivers or accessories shall not be required to receive or send text message information. 5.1.10. The user equipment shall support unit-to-unit canned and user creatable text messaging capability. 5.1.11. Text messaging shall be supported in a repeater and/or talk around mode. 5.1.12. Subscriber shall support unit to unit encryption. 5.2. Third Party Applications: 5.2.1. The system shall have the ability to support third-party applications such as: 5.2.2. GPS 5.2.3. Text Messaging 5.2.4. Fleet Management I Outdoor Location Tracking 5.2.5. Enhanced System & Performance Management 5.2.6. Wire-line or Wireless Dispatch Consoles 5.2.7. The system shall have an open interface for third-party application development available by contacting the manufacturer 5.2.8. Customer shall have access to this interface for customized development if requested. 5.3. Teldio Software 5.3.1. Standard Desktop Server 5.4. Teldio Software- Tru Dispatch Console 5.4.1. TruDispatch Console Software, 2 seat/client licenses minimum, one TruDispatch Voice path, One professional Desktop Microphone, Audio control Station cable 5.4.2. TruDispatch Client minimum of 4 5.4.3. Standard Server Page | 32 5.5. Programming Software 5.5.1. All software, interconnecting cables, and devices for the programming of portable handheld equipment shall be Motorola certified. 5.6. Training: 5.6.1. Two (2) hours administrator level training sessions shall be provided. The first session shall be conducted upon completion of installation and the second session shall be provided based on the customer's needs. 5.7. Spare Replacement Parts 5.7.1. The vendor shall provide at contract price three (3) replacement batteries and three (3) antennas that are defined as compatible by the original equipment manufacturer for use with each model of portable handheld equipment purchased. 5.8. Warranty 5.8.1. Portable shall be warrantied for a period of no less than 5 years. Stationary equipment shall be warrantied for a period of no less than 3 years commencing on project completion and acceptance. 5.9. Response Time, Replacement and Repairs: 5.9.1. Repairs to stationary equipment shall be completed within twenty-four (24) hours from time of notification unless prior arrangements have been made by an authorized representative of a Motorola Certified Technician. 5.9.2. Repairs to portable equipment shall be completed within seventy-two (72) hours upon receipt of the equipment unless prior arrangements have been made by an authorized representative of Pittsburg State University. 5.9.3. Service and repair shall be completed by an authorized representative of the original equipment manufacturer. 5.9.4. Only parts approved by the original manufacturer, for the specific device being serviced, shall be used when replacement/repair parts are required. 5.10. Vendor Qualifications: 5.10.1. Vendor Must have one Certified Motorola Shops within 70 miles of End User Location. 5.10.2. Vendor must disclose three installations of similar scope and size. 5.11. Interoperability 5.11.1. Radios must be programmed in such a way local law enforcement can reach the end user in case of an emergency. 5.11.2. Radios must be programmed in a such a way that talk groups have full interoperability. 5.12. Installation Qualifications 5.12.1. Vendor must provide R56 grounding specification of all equipment on site and remote sites. Page | 33 SCOPE OF WORK AGREEMENT FORM Printed Name of Contractor Address Date City State Zip Code Signature of Authorized Representative Title Date Page | 34 INSTRUCTIONS TO PROPOSERS 1. Receipt of Proposal: _______________________ Local Time 2. Basis of Proposal: Sealed proposals will be received until the above noted time and date. 3. Proposal Description: Purchase of portable GPS-enabled radios, accessories and software maintenance program 4. Preparation and Submission of Proposals: A. Each proposal shall be submitted on the exact form furnished. All blank spaces for proposal prices, unit costs and alternates must be filled in using both words and figures if indicated. In case of any discrepancy in the amount proposal, the prices expressed in written words shall govern. B. Each proposer must complete, execute and submit with its proposal a certification that Proposer is not barred from public contracting due to proposal-rigging or proposal rotating convictions on the form included with the proposal documents. C. Each proposal must submit a complete proposal package, including the following items: 1. Signed Scope of Work Agreement Form 2. Proposal Sheet with Signature 3. Signed Contractor’s Proposal Agreement Form 4. References from projects within the last five (5) years. 5. Subcontractors List 6. Equipment List 7. One (1) paper copy of the entire proposal packet and one electronic version of the entire proposal packet on a flash drive in a *.pdf (Adobe Acrobat) version D. Proposers may attach separate sheets to the proposal for the purpose of explanation, exception, alternate proposal and to cover unit prices, if needed. E. Proposers may withdraw their proposal either personally or by written request at any time before the hour set for the proposal opening and may resubmit it. No proposal may be withdrawn or modified after the proposal opening except where the award of the contract has been delayed for a period of more than thirty (30) days. F. In submitting this proposal, the proposer further declares that the only person or party interested in the proposal as principals are those named herein; and that the proposal is made without collusion with any other person, firm or corporation. G. The proposed further declares that he has carefully examined this entire Proposal Package, and he has familiarized himself with all of the local conditions affecting the contract and the detailed requirements of this work and understands that in making the proposal he waives all rights to plead a misunderstanding regarding same. H. The proposed further understands and agrees that if his proposal is accepted, he is to furnish and provide all necessary machinery, tools, apparatus, and other means to do all of the work and to furnish all of the materials specified in the contract, except such materials as are to be furnished by the owner (City), in the manner and at the time therein prescribed, and in accordance with the requirements therein set forth. Page | 35 I. The proposed further agrees that if the City decides to extend or shorten the work, or otherwise alters it by extras or deductions, including the elimination of one or more of the items, as provided in the specifications; he will perform the work as altered, increased or decreased. J. The proposed further agrees that the City representative may at any time during the progress of the work covered by this Contract, order other work or materials incidental thereto and that all such work and materials as do not appear in the proposal or contract as a specific item covered by a lump sum price, and which are not included under the proposal price for other items in the Contract, shall be performed as extra work. K. The proposed further agrees to execute all documents within this Proposal Package, for this work and present all of these documents to the City. L. The proposed further agrees to execute all documents within this Proposal Package, obtain a Certificate of Insurance for this work and present all of these documents within fifteen (15) days after the receipt of the Notice of Award and the Contract. M. By submitting a proposal, the proposer understands and agrees that, if his proposal is accepted, and he fails to enter into a contract forthwith, he shall be liable to the City for any damages the City may thereby suffer. N. No proposal will be considered unless the party offering it shall furnish evidence satisfactory to the City that he has the necessary facilities, ability, and pecuniary resources to fulfill the conditions of the Contract. O. No proposal shall be considered unless the party offering it shall furnish evidence satisfactory to the City that he has the necessary facilities, ability, and pecuniary resources to fulfill the conditions of the Contract. Page | 36 GENERAL CONDITIONS These General Conditions apply to all proposals requested and accepted by the City and become a part of the contract unless otherwise specified. Persons submitting proposals, or their authorized representatives are expected to fully inform themselves as to the conditions, requirements, and specifications before submitting proposals. The City assumes that submission of a proposal means that the person submitting the proposal has familiarized himself with all conditions and intends to comply with them unless noted otherwise. 1. Forms – All proposals must be submitted on the forms provided, complete with all blank spaces filled in and properly signed in ink in the proper spaces. All proposal forms may be obtained from the City Hall, 800 Game Farm Road, Yorkville, Illinois 60560. 2. Submittal of Proposal – Proposals must be submitted to United City of Yorkville, Carri Parker, Purchasing Manager, 800 Game Farm Road, Yorkville, IL 60560 by the date and time stated above. Persons submitting proposals may attach separate sheets for the purpose of explanation, exception, or alternative proposal and to cover required unit prices. 3. Examination of Proposal Forms, Specifications, and Site – The person submitting the proposal shall carefully examine the proposal forms which may include the request for proposal, instruction to Persons submitting proposals, general conditions, special conditions, plans, specifications, proposal form, bond, and any addenda to them, and sites of the proposed work (when known) before submitting the proposal. The person submitting the proposal shall verify all measurements relative to the work, shall be responsible for the correctness of the same. The person submitting the proposal will examine the site and the premises and satisfy themselves as to the existing conditions under which the person submitting the proposal will be obligated to operate. Failure of the person submitting the proposal to notify the City, in writing, of any condition(s) or measurement(s) making it impossible to carry out the work as shown and specified, will be construed as meaning no such conditions exist and no additional money will be added to the contract. The submission of the proposal shall be considered conclusive evidence that the person submitting the proposal has investigated and is satisfied as to all conditions to be encountered in performing the work, and is fully informed as to character, quality, quantities, and costs of work to be performed and materials to be furnished, and as to the requirements of the proposal forms. If the proposal is accepted, the person submitting the proposal will be responsible for all errors in his proposal resulting from his failure or neglect to comply with these instructions, and the City shall not be responsible for any charge for extra work or change in anticipated profits resulting from such failure or neglect. 4. Scope of Work – The person submitting the proposal shall supply all required supervision, skilled labor, transportation, new materials, apparatus, and tools necessary for the entire and proper completion of the work. This work shall be completed to the satisfaction of the City. Page | 37 5. Completeness – All information required by the Request for Proposal must be supplied to constitute a responsive proposal. The Person submitting the proposal shall include the completed Proposal Sheet. The City will strictly hold the person submitting the proposal to the terms of the proposal. The proposal must be executed by a person having the legal right and authority to bind the person submitting the proposal. 6. Error in Proposals – When an error is made in extending total prices, the unit proposal price and/or written words shall govern. Otherwise, the person submitting the proposal is not relieved from errors in proposal preparation. Erasures in proposals must be explained over the signature of the person submitting the proposal. 7. Withdrawal of Proposals – A written request for the withdrawal of a proposal or any part thereof may be granted if the request is received by the Purchasing Manager prior to the Closing Date. 8. Person submitting the proposal Interested in More than One Proposal – Unless otherwise specified, if more than one proposal is offered by any one party, by or in the name of his or their agent, partner, or other persons, all such proposals may be rejected. A party who has quoted prices on work, materials, or supplies to other Persons submitting proposals is not thereby disqualified from quoting prices to other Persons submitting proposals or from submitting a proposal directly for the work, materials, or supplies. 9. Person submitting the proposal’s qualifications – No award will be made to any person submitting the proposal who cannot satisfy to the City that they have sufficient ability and experience in this class of work, as well as sufficient capital and equipment to do the job and complete the work successfully within the time named (i.e., responsible). The City’s decision or judgment on these matters shall be final and binding. The City may make such investigations as it deems necessary. The person submitting the proposal shall furnish to the City all information and data the City may request for the purpose of investigation. 10. Proposal Award for All or Part – Unless otherwise specified, proposals shall be submitted for all of the work or items for which proposals are requested. The City reserves the right to make award on all items, or any of the items, according to the best interests of the City. 18. Consideration of Proposal – No proposal will be accepted from or contract awarded to any person, firm or corporation that is in arrears or is in default to the City upon any debt or contract, or that is a defaulter, as surety or otherwise, upon any obligation to the City or had failed to perform faithfully any previous contract with the City. The person submitting the proposal, if requested, shall present within 48 hours evidence satisfactory to the City of performance ability and possession of necessary facilities, pecuniary recourses, and adequate insurance to comply with the terms of these specifications and contract documents. Page | 38 19. Execution of Contract – The successful person submitting the proposal shall, within fourteen (14) days after notification of the award: (a) enter into a contract in writing with the City covering all matters and things as are set forth in the specifications and his proposal and (b) carry insurance acceptable to the City, covering public liability, property damage, and workmen’s compensation. After the acceptance and award of the proposal and upon receipt of a written purchase order executed by the proper officials of the City, this Instruction to Persons submitting proposals, including the specifications, will constitute part of the legal contract between the United City of Yorkville and the successful person submitting the proposal. 21. Compliance with All Laws – All work under the contract must be executed in accordance with all applicable federal, state, and local laws, ordinances, rules, and regulations which may in any manner affect the preparation of the proposal or performance of the contract. 22. Compliance with the Substance Abuse Prevention on Public Works Projects Act – The Contractor and its Subcontractors shall comply with the Substance Abuse Prevention on Public Works projects Act (820 ILCS 265/1 et seq.) and prior to commencing work on a “public works” project (as defined in the Prevailing Wage Act) file with the City its program to comply with the Act or file that portion of its collective bargaining agreement that deals with the matters covered by the Act. 23. Equal Employment Opportunity – During the performance of the contract and/or supplying of materials, equipment, and suppliers, the person submitting the proposal must be in full compliance with all provisions of the Acts of the General Assembly of the State of Illinois relating to employment, including equal opportunity requirements. 24. Contract Alterations – No amendment of a contract shall be valid unless made in writing and signed by the City Administrator or his authorized agent. 25. Notices – All notices required by the contract shall be given in writing. 26. Nonassignability – The Contractor shall not assign the contract, or any part thereof, to any other person, firm, or corporation without the previous written consent of the City Administrator. Such assignment shall not relieve the Contractor from his obligations or change the terms of the contract. 27. Indemnity – To the fullest extent permitted by law, the Contractor hereby agrees to defend, indemnify, and hold harmless the City, its officials, agents, and employees, against all injuries, deaths, loss, damages, claims, patent claims, suits, liabilities, judgments, cost, and expenses, which may in anywise accrue against the City, its officials, agents, and employees, arising in whole or in part or in consequence of the performance of this work by the Contractor, its employees, or subcontractors, or which may anywise result therefore, except that arising out of the sole legal cause of the City, its agents, or employees, the Contractor shall, at its own expense, appear, defend, and pay all charges of attorneys and all costs and other expenses arising therefore or incurred in connections therewith, and, if Page | 39 any judgment shall be rendered against the City, its officials, agents, and employees, in any such action, the Contractor shall, at its own expense, satisfy and discharge the same. Contractor expressly understands and agrees that any performance bond or insurance policies required by this contract, or otherwise provided by the Contractor, shall in no way limit the responsibility to indemnify, keep, and save harmless and defend the City, its officials, agents, and employees as herein provided. 28. Insurance – In the submission of a proposal, the person submitting the proposal is certifying that he has all insurance coverages required by law or would normally be expected for the person submitting the proposal’s type of business. Commercial General Liability Insurance: Contractor shall provide commercial general liability insurance policy that includes products, operations and completed operations (with no exclusion for sexual abuse or molestation). Limits should be at least: Bodily injury & property damage: $1,000,000 per occurrence Personal & advertising injury limit: $1,000,000 per occurrence General aggregate limit: $2,000,000 Products and completed operations aggregate limit: $2,000,000 The policy shall name the City as an additional insured. Such coverage will be provided on an occurrence basis and will be primary and shall not contribute in any way to any insurance or self- insured retention carried by the City. Such coverage shall contain a broad form contractual liability endorsement or similar wording within the policy form. 29. Default – The City may terminate a contract by written notice of default to the Contractor if: a. The Contractor fails to perform the services within the time specified in the proposal, or b. fails to make progress so as to endanger performance of the contract, or c. fails to provide or maintain in full force and effect, the liability and indemnification coverages or performance bond as required. If the City terminates the contract, the City may procure supplies or services similar to those so terminated, and the Contractor shall be liable to the City for any excess costs for similar supplies and services, unless the Contractor provides acceptable evidence that failure to perform the contract was due to causes beyond the control and without the fault or negligence of the Contractor. 30. Inspection – The City shall have a right to inspect, by its authorized representative, any material, components, or workmanship as herein specified. Materials, components, or Page | 40 workmanship that has been rejected by the authorized representative as not in accordance with the terms of the specifications shall be replaced by the Contractor at no cost to the City. 31. Supplementary Conditions – Wherever special conditions are written into the specifications or supplementary conditions which are in conflict with conditions stated in these Instructions to Person submitting the proposal, the conditions stated in the specifications or supplementary conditions shall take precedence. 32. Permits and Licenses – The successful person submitting the proposal and their subcontractor(s) shall obtain, at their own expense, all permits and licenses which may be required to complete the contract. Fees for all City permits and licenses shall be waived. 33. Person submitting the proposal's Certification – - In compliance with the Illinois State Law that requires each person submitting the proposal to file a certification regarding proposal rigging and proposal rotating and that it is not delinquent in its taxes. 34. Change Orders – After the contract award, changes in or additions to the work and/or a change in the amount of money to be paid to the person submitting the proposal must be the result of an approved change order first ordered by the Director of the lead department and approved by the City Administrator and/ or City Council. 35. Time of Completion – The successful person submitting the proposal shall completely perform its proposal in strict accordance with its terms and conditions within the number of consecutive calendar days after notification of award of the contract as stated in the proposal. 36. Payment – Payment will be made within thirty (30) days after acceptance of the job by the City after the completion of the work as covered within the contract documents. 37. Guarantees and Warranties – All guarantees and warranties required shall be furnished by the successful person submitting the proposal and shall be delivered to the City before final payment on the contract is issued. 38. Waiver of Lien – where applicable a waiver of lien and contractor’s affidavit must be submitted by the successful person submitting the proposal, verifying that all subcontractors and material invoices have been paid prior to the City approving final payment. Page | 41 SPECIAL CONDITIONS 1. Persons submitting proposals Qualifications. If requested, the interested Person submitting the proposal must provide a detailed statement regarding the business and technical organization of the Person submitting the proposal that is available for the work that is contemplated. Information pertaining to financial resources, experiences of personnel, previously completed projects, and other data may also be required to satisfy the City that the Person submitting the proposal is equipped and prepared to fulfill the Contract should the Contract be awarded to him. The competency and responsibility of Persons submitting proposals and of their proposed subcontractors will be considered in making awards. Contractor shall submit employee identification information necessary for City staff to perform background checks on Contractor’s employees, including the Contractor/Company Owner, Supervisors, etc. Such information may include but is not limited to date of birth, driver’s license number, address, and other identifying information. The City reserves the right to ban Contractor employees from performing the proposal work based on the results of the background check, and no Contractor employees may begin proposed work until approved by the City. Contractor shall supply such information prior to any employee beginning proposed work. If requested by the City, the Person submitting the proposal shall include a complete list of all equipment and manpower available to perform the work intended on the Plans and Specifications. The list of equipment and manpower must prove to the City that the Person submitting the proposal is well qualified and able to perform the work, and it shall be taken into consideration in awarding the Contract. The City may make such investigations as it deems necessary, and the Person submitting the proposal shall furnish to the City all such information and data for this purpose as the City may request. A responsible Person submitting the proposal is one who meets all of the following requirements:  Have adequate financial resources or the ability to secure such resources.  Have the necessary experience, organization, and technical qualifications, and has or can acquire, the necessary equipment to perform the proposed Contract.  Is able to comply with the required performance schedule or completion date, taking into account all existing commitments.  Has a satisfactory record of performance, integrity, judgment, and skills.  Is qualified and eligible under all applicable laws and regulations. If the Person submitting the proposal possesses a current Illinois Department of Transportation “Certificate of Eligibility” with an amount for the work specified at least equal to the minimum amount of qualification indicated on the Legal Notice he may choose to provide the City a copy of the certificate in lieu of providing the above-mentioned Persons submitting proposals Qualification requirements. 2. Basis of Payment: The City shall make monthly payments for services performed under this contract, pending receipt of the contractor’s monthly invoice. Page | 42 3. General Guarantee: The Contractor shall remedy any defects in the work and pay for any damage to other work resulting therefrom, which shall appear within a period of one (1) month. The United City of Yorkville will give notice of observed defects with reasonable promptness. 4. Termination of Contract: The United City of Yorkville reserves the right to terminate the whole or any part of this Contract, upon written notice to the Contractor, in the event that sufficient funds to complete the Contract are not appropriated by the corporate authorities of the United City of Yorkville. The United City of Yorkville further reserves the right to terminate the whole or any part of this Contract, upon written notice to the Contractor, in the event of default by the Contractor. Default is defined as failure of the Contractor to perform any of the provisions of this Contract, or failure to make sufficient progress so as to endanger performance of this Contract in accordance with its terms. In the event of default and termination, the United City of Yorkville may procure, upon such terms and in such manner as the United City of Yorkville may deem appropriate, supplies or services similar to those so terminated. The Contractor shall be liable for any excess costs for such similar supplies or service unless acceptable evidence is submitted to the United City of Yorkville that failure to perform the Contract was due to causes beyond the control and without the fault or negligence of the Contractor. Page | 43 PROPOSAL Note: The Person submitting the proposal must complete all portions of this Proposal The undersigned, having examined the specifications, and all conditions affecting the specified project, offer to furnish all services, labor, and incidentals specified for the price below. It is understood that the City reserves the right to reject any and all proposals and to waive any irregularities and that the prices contained herein will remain valid for a period of not less than ninety (90) days. I (We) propose to complete the following project as more fully described in the specifications for the following: Proposing Company Name: ________________________________________________ Page | 44 SUBCONTRACTOR ACKNOWLEDGEMENT If it is the Contractor’s intention to utilize a subcontractor(s) to fulfill the requirements of the Contract, the City must be advised of the subcontractor’s company name, address, telephone and fax numbers, and a contact person’s name at the time of proposal submittal. YES NO Will you be utilizing a subcontractor? ____ ____ If yes, have you included all required information with your proposal submittal? ____ ____ Provide the name, contact information, and value of work for each and every subcontractor which will be employed on this project. Subcontractor No. 1 Business Name Address City, State, Zip Code Telephone Number Value of Work Subcontracted Nature of Work Subcontracted Page | 45 Subcontractor No. 2 Business Name Address City, State, Zip Code Telephone Number Value of Work Subcontracted Nature of Work Subcontracted Subcontractor No. 3 Business Name Address City, State, Zip Code Telephone Number Value of Work Subcontracted Nature of Work Subcontracted If additional sheets are needed, please make copies. Page | 46 REFERENCES General Information, the list below current business references for whom you have performed work similar to that required by this proposal. Reference No. 1 Business Name Address City, State, Zip Code Contact Person Telephone Number Dates of Service Reference No. 2 Business Name Address City, State, Zip Code Contact Person Telephone Number Dates of Service Page | 47 Reference No. 3 Business Name Address City, State, Zip Code Contact Person Telephone Number Dates of Service If additional sheets are needed, please make copies. Page | 48 CONTRACTOR PROPOSAL AGREEMENT I hereby certify that the item(s) proposed is/are in accordance with the specifications as noted and that the prices quoted are not subject to change; and that The Person submitting the proposal is not barred by law from submitting a proposal to the City for the project contemplated herein because of a conviction for prior violations of either Illinois Compiled Statutes, 720 ILCS 5/33E-3 (Proposal Rigging) or b720 ILCS 5/33-4 (Proposal Rotating); and that The Person submitting the proposal is not delinquent in payment of any taxes to the Illinois Department of Revenue in accordance with 65 ILCS 5/11-42.1; and that The Person submitting the proposal provides a drug-free workplace pursuant to 30 ILCS 580/1, et seq., and that The Person submitting the proposal certifies they have a substance-abuse program and provide drug testing in accordance with 820 ILCS 130/11G, Public Act 095-0635; and that The Person submitting the proposal is in compliance with the Illinois Human Rights Act 775 ILCS 5/1.101 et seq. including the establishment and maintenance of sexual harassment policies and program. Signed Print Name Title Company Name Date