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Public Works Packet 2025 05-20-25 AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, May 20, 2025 6:00 p.m. East Conference Room #337 651 Prairie Pointe Drive, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: April 15, 2025 New Business: 1. PW 2025-45 Quarterly Bond and Letter of Credit Reduction Summary 2. PW 2025-46 Capital Improvement Projects Update 3. PW 2025-47 Traffic Studies 4. PW 2025-48 Resolution Approving the Release of a Performance Guarantee Bond Related to Grande Reserve Unit 8 5. PW 2025-49 Resolution Approving a Change Order Relating to the Bluestem Water Main Replacement Project 6. PW 2025-50 South Receiving Station Standpipe – Contract Award 7. PW 2025-51 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (South Receiving Station Standpipe – Construction) 8. PW 2025-52 2025 Road to Better Roads Program – Contract Award 9. PW 2025-53 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (2025 Road to Better Roads Program – Construction Engineering) 10. PW 2025-54 Faxon Road and Beecher Road Reconstruction – Contract Award 11. PW 2025-55 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (Faxon Road and Beecher Road Reconstruction – Construction Engineering) 12. PW 2025-56 Resolution Approving a Second Change Order Relating to the Southern Sanitary Sewer Connection 13. PW 2025-57 BNSF Railway Company License Agreements a. Southern Sanitary Sewer Connection b. Eldamain Water Main Loop South 14. PW 2025-58 Resolution Approving a Change Order Relating to Well No. 9 Emergency Repairs 15. PW 2025-59 Resolution Authorizing the Purchase of a Replacement Generator for the Blackberry North Lift Station, in an Amount Not to Exceed $73,464 United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us Public Works Committee Agenda May 20, 2025 Page 2 16. PW 2025-60 Weight Restrictions on Neighborhood Roads – Cannonball Estates and Kylyn’s Ridge Subdivisions Old Business: 1. PW 2025-18 Northland Lane Parking Restrictions – Discussion 2. PW 2025-33 Pavement Management Study – 5 Year Plan Additional Business: UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, May 20, 2025 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. April 15, 2025 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2025-45 Quarterly Bond and Letter of Credit Reduction Summary □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2025-46 Capital Improvement Projects Update □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2025-47 Traffic Studies □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2025-48 Resolution Approving the Release of a Performance Guarantee Bond Related to Grande Reserve Unit 8 □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2025-49 Resolution Approving a Change Order Relating to the Bluestem Water Main Replacement Project □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2025-50 South Receiving Station Standpipe – Contract Award □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2025-51 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (South Receiving Station Standpipe – Construction) □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 8. PW 2025-52 2025 Road to Better Roads Program – Contract Award □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 9. PW 2025-53 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (2025 Road to Better Roads Program – Construction Engineering) □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 10. PW 2025-54 Faxon Road and Beecher Road Reconstruction – Contract Award □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 11. PW 2025-55 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (Faxon Road and Beecher Road Reconstruction – Construction Engineering) □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 12. PW 2025-56 Resolution Approving a Second Change Order Relating to the Southern Sanitary Sewer Connection □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 13. PW 2025-57 BNSF Railway Company License Agreements a. Southern Sanitary Sewer Connection □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item b. Eldamain Water Main Loop South □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 14. PW 2025-58 Resolution Approving a Change Order Relating to Well No. 9 Emergency Repairs □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 15. PW 2025-59 Resolution Authorizing the Purchase of a Replacement Generator for the Blackberry North Lift Station, in an Amount Not to Exceed $73,464 □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 16. PW 2025-60 Weight Restrictions on Neighborhood Roads - Cannonball Estates and Kylyn’s Ridge Subdivisions □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- OLD BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2025-18 Northland Lane Parking Restrictions – Discussion □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2025-33 Pavement Management Study – 5 Year Plan □ Moved forward to CC __________ □ 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Minutes Tracking Number Minutes of the Public Works Committee – April 15, 2025 Public Works Committee – May 20, 2025 Majority Committee Approval Minute Taker Name Department DRAFT Page 1 of 3 UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, April 15, 2025, 6:00pm Yorkville City Hall, East Conference Room #337 651 Prairie Pointe Drive, Yorkville, IL IN ATTENDANCE: Committee Members Vice-Chairman Craig Soling Alderman Rusty Corneils via Zoom Alderman Matt Marek Absent: Alderman Ken Koch Other City Officials City Administrator Bart Olson Assistant City Administrator Erin Willrett Engineer Brad Sanderson, EEI Public Works Director Eric Dhuse Assistant Public Works Director John Sleezer Other Guests: None The meeting was called to order at 6:00pm by Vice- Chairman Craig Soling. Citizen Comments: None Previous Meeting Minutes: March 18, 2025 The minutes were approved as presented. New Business: 1. PW 2025-36 MFT Supplemental Resolution – Bulk Rock Salt Mr. Dhuse said this is the yearly appropriation of funds for the purchase of salt for the '25-'26 winter season. Last month the authority to purchase was approved. This moves to the consent agenda. 2. PW 2025-37 Vegetation Management Contract This contract is an expansion of work done last year at the Riverwalk, said Mr. Dhuse. Encap was hired to control vegetation along the river bank, island and canoe chute. He would like to extend this coverage to include the FS property and Van Emmon Activity Center hillside. It is a 3-year contract and this is a sole source bid since no other bids had been received in the first year. He said the first year is the most expensive and after that it is just maintenance. Alderman Corneils asked what the service included. Encap will spray for weeds, eliminate the willow trees by the river bank and maintenance. This will move to the regular agenda. 3. PW 2025-38 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (Yorkville Public Works Building – Construction Engineering) Construction is underway and EEI would assist in the construction inspection process and insure the contractor is doing the job properly, said Mr. Dhuse. He does not have the manpower to undertake this. This will move to the regular agenda. Page 2 of 3 Items #4 through #8 were discussed simultaneously since they are all related. 4. PW 2025-39 IEPA Low Interest Loan Summary and Update – North Receiving Station and Northwest Elevated Water Storage Tank Bid Results and Loan Recommendation 5. PW 2025-40 Northwest Elevated Water Storage Tank - Notice of Intent to Award 6. PW 2025-41 Resolution Approving an Engineering Agreement with Engineering Enterprises, inc. (Northwest Elevated Water Storage Tank - Construction) 7. PW 2025-42 North Receiving Station – Notice of Intent to Award 8. PW 2025-43 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (North Receiving Station – Construction Engineering) Mr. Sanderson said bids were received and the receiving station and tank in item #4 are the first 2 major projects of the Lake Michigan connection. The receiving station is the inlet from DuPage Water Commission. He explained how the tank and receiving station work. The tank holds 2 million gallons (original size was 1.5 million) due to anticipated growth including data centers and it requires 24” pipe. Mr. Sanderson said EEI has worked on 3 similar projects recently and all had increases due to prices in the construction industry due to an abundance of work right now, lack of mechanical contractors, lack of contractors who can install large pipes and few electrical contractors. Contractors are also concerned about the long construction time and the length of time before a contract is awarded in addition to current tariffs, the uncertain world situation and the possibility of losing money. He said the tank came in higher and the size was also increased. The cost of both projects is higher than the IEPA loan amount. IEPA was contacted about additional money and they suggested the documents be modified to seek additional funds. If the committee is OK with that, it would be forwarded to the City Council and Mr. Fredrickson is working on documentation for additional funds. If funds could not be obtained, amounts over could be eligible for WIFIA. It was recommended to accept the low bid as well as the sole source bid. Alderman Soling asked if prices could go down if tariffs, etc. change. Mr. Sanderson said a Change Order could be initiated. Alderman Marek asked about the difference in interest rates between IEPA and WIFIA loans. The rates are approximately 2% for WIFIA and 4-3/4% for IEPA. Mr. Dhuse said the northwest elevated tank had one bidder. The construction engineering agreement is for $395,405 and split over 2 years. Any increase could be budgeted. He said it will be helpful to have EEI on site since the tank building is so specialized and technical. The second project is the receiving station which is more complicated. Costs are split over 3 fiscal years. The estimated cost is $359,000 with $48,000 in direct costs for a total of $407,992. He said $363,000 is budgeted over those 3 years, but adjustments will need to be made in the second and third year. EEI will also be on site for this project. 9. PW 2025-44 Water Well No. 10 – Change Order No. 1 (Balancing) Mr. Sanderson said this phase of new well construction west of the high school is being completed and the contractor did test pumping. A Change Order for a decrease of $78,000 is being recommended for approval. The next phase is site-related work which will be done over the summer. The well should be operational in 9-10 months. Mr. Dhuse added that the well at Bristol Ridge and Kennedy is being monitored after an electric issue that caused some damage. It will be monitored for 30 days. With committee approval, this moves to the consent agenda. Page 3 of 3 Old Business: 1. PW 2025-18 Northland Lane Parking Restrictions - Discussion Mr. Olson summarized previous discussions and possible solutions for increased/safer parking. The existing parking spots on the east number 20-30. On the west side there would be 20 spaces. A cost estimate for nose-in, diagonal parking and 40 spaces is $350,000. Parking spots closest to the outfield may be under-utilized due to the possibility of being hit by baseballs unless netting is installed. To decrease costs, Mr. Dhuse suggested the vulnerable spots could be omitted. This project is not budgeted, so a budget amendment would be needed. Director of Parks Tim Evans will introduce this parking arrangement for future parks. Mr. Dhuse noted that Rice Park already has this and Prestwick is being done this way. Alderman Marek asked about the field utilization as it is not used by Parks and Rec. It will be used each day until October and all fields are full so practices cannot be shifted. It was noted a new field will be added at Bridge Park. It was decided to bring this back next month for more input and no action will be taken until the season is over. 2. PW 2025-34 Water Revenue Study - Presentation This presentation will be tabled and made either next month at the committee level or at a future city Council meeting. Additional Business: Alderman Marek thanked Mr. Dhuse and his crews for quickly replacing burned out lights in the downtown. There was no further business and the meeting adjourned at 6:23pm. 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #1 Tracking Number PW 2025-45 Bond/LOC Reduction Summary Through March 31, 2025 Public Works Committee – May 20, 2025 None Informational Brad Sanderson Engineering Name Department Please see the attached reduction summary through March 31, 2025. 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. Jori Behland, City Clerk Date: April 25, 2025 Subject: 2025 Bond/LOC Reduction Summary 31-Mar-25 2025 Bond and Letter of Credit Reduction Report Date Development/Project Engineer Concurrence City Administrator Concurrence Mayor Concurrence Reduction Final Release Reduction Value Remaining Balance 2/10/2025 Grande Reserve Unit 4 X X X 92,970.00$ 426,922.00$ 2/25/2025 Timber Ridge Estates X X X 757,631.66$ 1,244,550.19$ 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #2 Tracking Number PW 2025-46 Capital Project Update Public Works Committee – May 20, 2025 None Informational 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 of the status of the projects is provided below: Construction Projects Well 10 The well construction portion of the project is complete. The site work is planned to begin in June. YBSD/Center Street Water Main This work is substantially complete. Well No. 7 Electrical Improvements A status meeting is planned for May 13th. An updated schedule will be provided at the meeting. Eldamain Water Main Loop - North The water main installation is nearing completion. The contractor is beginning to restore the project. Eldamain Water Main Loop - South The water main installation is approximately 40% complete. Southern Sanitary Sewer Connection The sewer installation is approximately 60% complete. 2025 Water Main Replacement The project is working through IEPA loan finalization. The project is expected to start in July. LM – North Receiving Station The project is working through IEPA loan finalization. The project is expected to start in July. LM – Northwest Elevated Water Storage Tank The project is working through IEPA loan finalization. The project is expected to start in July. LM – Bluestem Water Main Improvements The project expected to begin construction in May and be complete by July. Van Emmon Street STP Construction is underway. Work is expected to be completed by mid-June. 2025 Local Road Program Construction is underway. Work is expected to be substantially completed by July 4th. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk Date: May 8, 2025 Subject: Capital Improvement Projects Update Planning/Design Projects WIFIA Loan Application We are targeting a late-summer loan closing. LM – South Receiving Station Standpipe Bids will be reviewed at the May 20th PW Committee Meeting. LM – South Receiving Station The project is scheduled for a September letting. LM – Rt 126 Water Main Improvements The project is scheduled for a September letting. Rt 47 Water Main Replacement – Water Park Way to Jericho Design engineering is complete. Rt 47 Water Main Replacement – Kennedy to Water Park Way Design engineering is underway. East Alley Water Main Replacement Design engineering has commenced. We are targeting a June letting. 2025 RTBR Bids will be reviewed at the May 20th PW Committee Meeting. Faxon and Beecher Road Improvements Bids will be reviewed at the May 20th PW Committee Meeting. Kennedy / Freedom Place Intersection Improvements Land acquisition is in process. Kennedy Road Improvements – Phase I Design engineering has commenced. Bertram Drive Improvements Design engineering has commenced. Cannonball Trail – Path Feasibility Study Engineering has commenced. Quiet Zones Traffic counts have been collected. Meetings with Omnitrax have occurred. Meetings with the BNSF are being scheduled. 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #3 Tracking Number PW 2025-47 Traffic Studies – East Spring and East Somonauk & Grande Reserve Traffic Control Public Works Committee – May 20, 2025 Majority Approval Traffic studies on Somonauk and Spring along with stop sign analysis on Constitution and Berrywood. Eric Dhuse Public Works Name Department Summary Results of multiple traffic studies with recommendations. Background Per requests, traffic studies were completed on the following streets. • East Spring and Colton • East Spring and Liberty • East Spring and Freemont • East Somonauk and Bristol Ave • East Somonauk and Liberty • East Somonauk and Freemont Per requests, stop sign analysis were performed at the following intersections: • Grande Trail and Constitution Way • Berrywood Lane and Lehman Crossing East Spring and East Somonauk Traffic Study The traffic study for East Spring and East Somonauk looked at accident history, traffic count, speed, and patterns at the intersections from McHugh to Colton. There is a detailed study from EEI that has been attached for your reference. The recommendations of the study were as follows: 1. Colton and Spring – Clear the sight lines on the northeast corner of the intersection. If those cannot be cleared, a 4-way stop should be placed. The sight line was cleared, no need for the 4-way stops. 2. Liberty and Spring – No official recommendation. Staff is going to place “cross traffic does not stop” signs below existing stop signs as additional warning. 3. Freemont and Spring – No official recommendation. Staff is going to place “cross traffic does not stop” signs below existing stop signs as additional warning. 4. Somonauk and Liberty – Engineers recommend changing yield signs to stop signs. Staff will also add “cross traffic does not stop” signs below the new stop signs. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: May 5, 2025 Subject: Traffic Studies with Recommendations 5. Somonauk and Freemont – No official recommendation. Staff will add “cross traffic does not stop” signs below the existing stop signs. 6. Somonauk and Bristol – No official recommendation. Staff will add “cross traffic does not stop” signs under the existing stop signs. As an additional visual reminder, all intersections on Spring and Somonauk that will get stop bars striped when they perform the striping for the RTBR program. Grande Trail /Constitution and Berrywood/Lehman Crossing Stop Analysis We were asked to study both intersections to see if they warranted traffic control. EEI performed in-depth studies that are attached for your reference. The findings of the study are as follows: Grande Trail and Constitution is currently an uncontrolled intersection. The study found that adding a stop sign on Constitution at Grande Trail is warranted. In addition, a stop bar and crosswalk will be added to Constitution as well. Finally, there will be school advanced crosswalk assemblies and school crosswalk assemblies added as well. Berrywood and Lehman Crossing is currently an uncontrolled intersection. The study found that adding stop signs on Lehman Crossing at Berrywood in warranted. In addition, a crosswalk will be added on Berrywood to connect the trails. Recommendation Staff recommends implementing the recommendations of the engineering studies for these intersections. As requested, we investigated the traffic patterns and intersections on East Somonauk Street and East Spring Street between Illinois 47 and McHugh Road. The following intersections were studied: 1. East Spring Street and Colton Steet 2. East Spring Street and Liberty Street 3. East Spring Street and Freemont Street 4. East Somonauk Street and Liberty Street 5. East Somonauk Street and Freemont Street 6. East Somonauk Street and Bristol Street Our findings for these intersections were as follows: o All streets examined were designated as local roads. East Spring Street from Illinois Route 47 to McHugh Road is a designated through street. o All intersections are currently stop-controlled on minor approaches with the exception of East Somonauk Street and Liberty Street. The East Somonauk Street and Liberty Street intersection is currently yield-controlled on the minor approaches. o A "No Parking" zone exists on the north side of East Somonauk Street between Route 47 and Bristol Avenue and on the south side of East Somonauk Street between Route 47 and Colton Street. No other parking restrictions were observed. o Limited sight distance was observed at the southeast corner of East Somonauk Street and Liberty Street and at the northeast and northwest corners of East Spring Street and Colton Street. o School buses stop at several intersections; however, no safety or flow issues were observed. o The United City of Yorkville Police Department reported the following accidents in the study area in the previous 36-month period: Major Road Minor Road Number of Crashes East Somonauk Street Liberty Street 1 Freemont Street 1 N/A 1 - Sideswipe McHugh Road East Somonauk Street 3 East Spring Street 2 Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk James Jensen, Chief of Police Date: April 7, 2025 Subject: East Somonauk Street and East Spring Street Traffic Control Page 1 o Crash records do not currently meet the number required to install a multi-way stop at any intersection, or a two-way stop at East Somonauk Street and Liberty Street. o A one-week speed study conducted in 2021 and in 2025 resulted in the following data for the streets of East Somonauk and East Spring: East Somonauk Street (2021) East Somonauk Street (2025) East Spring Street (2025) Posted Speed Limit 30 mph 30 mph 30 mph Average Speed 30 mph 30 mph 33 mph 85th Percentile Speed 35 mph 34 mph 38 mph AADT (IDOT – 2019) 1150 vehicles 1150 vehicles 775 vehicles AADT (EEI – 2021/2025) 959 vehicles 1068 vehicles 895 vehicles Average AM Peak Volume 66 vehicles 76 vehicles 54 vehicles Average PM Peak Volume 95 vehicles 102 vehicles 83 vehicles o The observed bi-directional vehicle, bicycle, and pedestrian volume entering all intersections was less than that required for the 8-hour, multi-way stop warrant. o At this time, the intersection of East Somonauk Street and Liberty Street appears to be a good candidate for a two-way stop. A CROSS TRAFFIC DOES NOT STOP plaque should be used in combination with each new STOP sign on the Liberty Street approaches. o At this time, the sight distance for southbound vehicles on Colton Street at East Spring Street is restricted by trees at the northeast and northwest corners. If the trees cannot be trimmed or removed to provide adequate sight distance, a multi-way stop would be warranted. The pages attached to this memorandum include existing and proposed traffic control exhibits, preliminary engineering study forms, intersection traffic counts, intersection sight distance photos, and the results of the 2025 and 2021 speed studies. Additionally attached is the methodology outlined in the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) for traffic control devices. Page 2 !!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!! ! ! !!!!!!!!!!!!!!!!! !!! "$ "$"$ "$"$ "$"$ "$ "$ "$"$ "$ "$ "$ "$"$"$ "$ "$ "$ "$ "$ "$"$ "$"$ "$ "$ "$ "$ "$ "$ "$ "$"$"$ "$"$"$ "$"$ "$ %'( %'(#6 #5#4 #3#2#1 MAIN PARK SPRING MCHUGHELM SOMONAUK LIBERTYFREEMONTWALNUT JACKSON COLTONCENTER BRISTOLCHURCHWOODWORTHRIVERTOWER SANDERSWORSLEYALEXANDRAAPPLETREE Copyright nearmap 201508001,600 Feet Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: YO1107-Spring and Somonauk.mxd H:\GIS\PUBLIC\YORKVILLE\2011\ MJT ³ Legend "$Existing Stop Sign Existing Traffic Signal %'(Existing Yield Sign !"$Proposed Stop Sign Traffic Data Collector APRIL 2025 YO1107 EXISTING SPRING STREET AND SOMONAUK STREET TRAFFIC CONTROL !!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!! ! ! !!!!!!!!!!!!!!!!! !!! "$ "$"$ "$"$ "$"$ "$ "$ "$"$ "$ "$ "$ "$"$"$ "$ "$ "$ "$ "$ "$"$ "$"$ "$ "$ "$ "$ "$ "$ "$ "$"$"$ "$"$"$ "$"$ "$ %'( %'(#6 #5#4 #3#2#1 MAIN PARK SPRING MCHUGHELM SOMONAUK LIBERTYFREEMONTWALNUT JACKSON COLTONCENTER BRISTOLCHURCHWOODWORTHRIVERTOWER SANDERSWORSLEYALEXANDRAAPPLETREE Copyright nearmap 201508001,600 Feet Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: APRIL 2025 YO1107 1107-Spring and Somonauk.mxdYO H:\GIS\PUBLIC\YORKVILLE\2011\ MJT ³ Legend "$Existing Stop Sign Existing Traffic Signal %'(Existing Yield Sign SPRING STREET AND SOMONAUK STREET CRASH LOCATIONS SINCE JANUARY 2022 MCHUGH & E SOMONAUK 3 ACCIDENTS SINCE 2022 TURNING (DAY, 09/2023 & 01/2025) REAR END (DAY, 09/2022) E SOMONAUK & FREEMONT 1 ACCIDENT SINCE 2022 TURNING (DAY, 05/2022) MCHUGH & E SPRING 2 ACCIDENTS SINCE 2022 CROSSING (NIGHT, 11/2023) REAR END (DAY, 09/2023) E SOMONAUK & BRISTOL 0 ACCIDENTS SINCE 2022 E SOMONAUK & LIBERTY 1 ACCIDENT SINCE 2022 CROSSING (NIGHT, 03/2025) E SPRING & COLTON 0 ACCIDENTS SINCE 2022 E SPRING & LIBERTY 0 ACCIDENTS SINCE 2022 E SPRING & FREEMONT 0 ACCIDENTS SINCE 2022 E SOMONAUK 1 ACCIDENT SINCE 2022 SIDE SWIPE (DAY, 06/2022) !!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!! ! ! !!!!!!!!!!!!!!!!! !!! "$ "$"$ "$"$ "$"$ "$ "$ "$"$ "$ "$ "$ "$"$"$ "$ "$ "$ "$ "$ "$"$ "$"$ "$ "$ "$ "$ "$ "$ "$ "$"$"$ "$"$"$ "$"$ "$ !"$ !"$ !"$ !"$ #6 #5#4 #3#2#1 MAIN PARK SPRING MCHUGHELM SOMONAUK LIBERTYFREEMONTWALNUT JACKSON COLTONCENTER BRISTOLCHURCHWOODWORTHRIVERTOWER SANDERSWORSLEYALEXANDRAAPPLETREE Copyright nearmap 201508001,600 Feet Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: 1107-Spring and Somonauk.mxdYO H:\GIS\PUBLIC\YORKVILLE\2011\³ Legend "$Existing Stop Sign Existing Traffic Signal !"$Proposed Stop Sign APRIL 2025 YO1107 PROPOSED SPRING STREET MJT AND SOMONAUK STREET TRAFFIC CONTROL ALL-WAY STOP IF SIGHT DISTANCE REMAINS RESTRICTED TWO-WAY STOP W/ CROSS TRAFFIC DOES NOT STOP PLAQUES Location: E Spring and Colton(#1) Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Guidance: The decision to establish all-way stop control at an unsignalized intersection should be based on an engineering study. Standard: YIELD or STOP signs shall not be used for speed control. Standard: The satisfaction of an all-way stop control warrant or warrants shall not in itself require the installation of all-way stop control at an unsignalized intersection. Criteria Met Criteria** Yes Additional Study Required No A. Crash Experience: 1. 2. B. Sight Distance: 1. C. Transition to Signal Control or Transition to Yield Control at a Circular Intersection: 1. D. 8-Hour Volume: (Any Major-Street Speed) 1. 2. (85th Percentile Major-Street Speed > 40 mph) 1. 2. E. Other Factors: 1. 2. 3. Criteria are clearly met recommending installation of a multi-way stop. Criteria are not clearly met at this time - no further action recommended. Criteria may or may not be met. Tree trimming is suggested to improve Sight Distance at the northeast and northwest corners. By: Gabriel Braboy, P.E. Date: 3/26/2025 Senior Project Engineer I Title By: Date: Title An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where all-way stop control would improve traffic operational characteristics of the intersection. Where pedestrian and/or bicyclist movements support the installation of all-way stop control. PRELIMINARY ENGINEERING EVALUATION* MULTI-WAY STOP UNITED CITY OF YORKVILLE The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minor-street approaches is at least 140 units per hour for each of any of the same 8 hours. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the major-street approaches is at least 210 units per hour for each of any 8 hours of a typical day; and Based on a preliminary review of the criteria for a multi-way stop sign the following action is recommended: For a four-leg intersection, there are five or more reported crashes in a 12-month period or six or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. At locations where all-way stop control is an interim measure that can be installed to control traffic while arrangements are being made for the installation of a traffic control signal at the intersection or for the installation of yield control at a circular intersection. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the major-street approaches is at least 300 units per hour for each of any 8 hours of a typical day; and The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minor-street approaches is at least 200 units per hour for each of any of the same 8 hours. The need to control left-turn conflicts. For a three-leg intersection, there are four or more reported crashes in a 12-month period or five or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. An engineering study indicates that sight distance on the minor-road approaches controlled by a STOP sign is not adequate for a vehicle to turn onto or cross the major (uncontrolled) road. At such a location, the road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop. * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition Section 2B.12-2B.17 Updated 10/11/2024 Page 6 Location: E Somonauk and Liberty(#4) Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Standard: YIELD or STOP signs shall not be used for speed control. Criteria Met Criteria** Yes Additional Study Required No A. B. 1. 2. C. D. Title UNITED CITY OF YORKVILLE TWO-WAY STOP PRELIMINARY ENGINEERING EVALUATION* I. Stop control on the minor-road approach or approaches to an intersection should be considered when A restricted view exists that requires road users to stop in order to adequately observe conflicting traffic on the through street or highway. Based on a preliminary review of the criteria for a 2-way stop sign the following action is recommended: Criteria are clearly met recommending installation of stop signs on Liberty Street approaches. A CROSS TRAFFIC DOES NOT STOP plaque should be mounted below each STOP sign. Criteria are not clearly met at this time - no further action recommended. Criteria may or may not be met - additional engineering study required. By: Gabriel Braboy, P.E. Date: 3/26/2025 Senior Project Engineer I Title By: Date: judgment indicates that one or more of the following conditions exist: Crash records indicate that: For a four-leg intersection, there are three or more reported crashes in a 12-month period or six or more reported crashes in a 36-month period. The crashes should be susceptible to correction by installation of minor-road stop control.For a three-leg intersection, there are three or more reported crashes in a 12-month period or five or more reported crashes in a 36-month period. The crashes should be susceptible to correction by installation of minor-road stop control. The intersection is of a lower functional classification road with a higher functional classification road. Conditions that previously supported the installation of all-way stop control no longer exist. * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition Section 2B.06, 2B.11 Updated 10/11/2024 Page 7 Location: E Spring and Liberty (#2), E Spring and Freemont(#3), E Somonauk and Liberty(#4), E Somonauk and Freemont(#5), E Somonauk and Bristol(#6) Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Guidance: The decision to establish all-way stop control at an unsignalized intersection should be based on an engineering study. Standard: YIELD or STOP signs shall not be used for speed control. Standard: The satisfaction of an all-way stop control warrant or warrants shall not in itself require the installation of all-way stop control at an unsignalized intersection. Criteria Met Criteria** Yes Additional Study Required No A. Crash Experience: 1. 2. B. Sight Distance: 1. C. Transition to Signal Control or Transition to Yield Control at a Circular Intersection: 1. D. 8-Hour Volume: (Any Major-Street Speed) 1. 2. (85th Percentile Major-Street Speed > 40 mph) 1. 2. E. Other Factors: 1. 2. 3. Criteria are clearly met recommending installation of a multi-way stop. Criteria are not clearly met at this time - no further action recommended. Criteria may or may not be met - additional engineering study required. By: Gabriel Braboy, P.E. Date: 3/26/2025 Senior Project Engineer I Title By: Date: Title An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where all-way stop control would improve traffic operational characteristics of the intersection. Where pedestrian and/or bicyclist movements support the installation of all-way stop control. PRELIMINARY ENGINEERING EVALUATION* MULTI-WAY STOP UNITED CITY OF YORKVILLE The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minor-street approaches is at least 140 units per hour for each of any of the same 8 hours. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the major-street approaches is at least 210 units per hour for each of any 8 hours of a typical day; and Based on a preliminary review of the criteria for a multi-way stop sign the following action is recommended: For a four-leg intersection, there are five or more reported crashes in a 12-month period or six or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. At locations where all-way stop control is an interim measure that can be installed to control traffic while arrangements are being made for the installation of a traffic control signal at the intersection or for the installation of yield control at a circular intersection. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the major-street approaches is at least 300 units per hour for each of any 8 hours of a typical day; and The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minor-street approaches is at least 200 units per hour for each of any of the same 8 hours. The need to control left-turn conflicts. For a three-leg intersection, there are four or more reported crashes in a 12-month period or five or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. An engineering study indicates that sight distance on the minor-road approaches controlled by a STOP sign is not adequate for a vehicle to turn onto or cross the major (uncontrolled) road. At such a location, the road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop. * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition Section 2B.12-2B.17 Updated 10/11/2024 Page 8 INTERSECTION #1 EAST SPRING STREET & COLTON STREET Page 9 Page 10 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND COLTON STREET EAST SPRING STREET EASTBOUND APPROACH FACING EAST EAST SPRING STREET EASTBOUND APPROACH FACING NORTH Page 11 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND COLTON STREET EAST SPRING STREET EASTBOUND APPROACH FACING SOUTH COLTON STREET NORTHBOUND APPROACH FACING NORTH Page 12 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND COLTON STREET COLTON STREET NORTHBOUND APPROACH FACING WEST COLTON STREET NORTHBOUND APPROACH FACING EAST Page 13 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND COLTON STREET EAST SPRING STREET WESTBOUND APPROACH FACING WEST EAST SPRING STREET WESTBOUND APPROACH FACING SOUTH Page 14 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND COLTON STREET EAST SPRING STREET WESTBOUND APPROACH FACING NORTH COLTON STREET SOUTHBOUND APPROACH FACING SOUTH Page 15 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND COLTON STREET COLTON STREET SOUTHBOUND APPROACH FACING WEST COLTON STREET SOUTHBOUND APPROACH FACING EAST Page 16 INTERSECTION #2 EAST SPRING STREET & LIBERTY STREET Page 17 Page 18 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND LIBERTY STREET EAST SPRING STREET EASTBOUND APPROACH FACING EAST EAST SPRING STREET EASTBOUND APPROACH FACING NORTH Page 19 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND LIBERTY STREET EAST SPRING STREET EASTBOUND APPROACH FACING SOUTH LIBERTY STREET NORTHBOUND APPROACH FACING NORTH Page 20 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND LIBERTY STREET LIBERTY STREET NORTHBOUND APPROACH FACING WEST LIBERTY STREET NORTHBOUND APPROACH FACING EAST Page 21 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND LIBERTY STREET EAST SPRING STREET WESTBOUND APPROACH FACING WEST EAST SPRING STREET WESTBOUND APPROACH FACING SOUTH Page 22 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND LIBERTY STREET EAST SPRING STREET WESTBOUND APPROACH FACING NORTH LIBERTY STREET SOUTHBOUND APPROACH FACING SOUTH Page 23 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND LIBERTY STREET LIBERTY STREET SOUTHBOUND APPROACH FACING EAST LIBERTY STREET SOUTHBOUND APPROACH FACING WEST Page 24 INTERSECTION #3 EAST SPRING STREET & FREEMONT STREET Page 25 Page 26 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND FREEMONT STREET EAST SPRING STREET EASTBOUND APPROACH FACING EAST EAST SPRING STREET EASTBOUND APPROACH FACING SOUTH Page 27 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND FREEMONT STREET EAST SPRING STREET EASTBOUND APPROACH FACING NORTH FREEMONT STREET SOUTHBOUND APPROACH FACING SOUTH Page 28 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND FREEMONT STREET FREEMONT STREET SOUTHBOUND APPROACH FACING EAST FREEMONT STREET SOUTHBOUND APPROACH FACING WEST Page 29 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND FREEMONT STREET EAST SPRING STREET WESTBOUND APPROACH FACING WEST EAST SPRING STREET WESTBOUND APPROACH FACING SOUTH Page 30 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND FREEMONT STREET EAST SPRING STREET WESTBOUND APPROACH FACING NORTH FREEMONT STREET NORTHBOUND APPROACH FACING NORTH Page 31 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SPRING STREET AND FREEMONT STREET FREEMONT STREET NORTHBOUND APPROACH FACING EAST FREEMONT STREET NORTHBOUND APPROACH FACING WEST Page 32 INTERSECTION #4 EAST SOMONAUK STREET & LIBERTY STREET Page 33 Page 34 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND LIBERTY STREET EAST SOMONAUK STREET WESTBOUND APPROACH FACING WEST EAST SOMONAUK STREET WESTBOUND APPROACH FACING NORTH Page 35 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND LIBERTY STREET EAST SOMONAUK STREET WESTBOUND APPROACH FACING SOUTH LIBERTY STREET NORTHBOUND APPROACH FACING NORTH Page 36 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND LIBERTY STREET LIBERTY STREET NORTHBOUND APPROACH FACING WEST LIBERTY STREET NORTHBOUND APPROACH FACING EAST Page 37 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND LIBERTY STREET EAST SOMONAUK STREET EASTBOUND APPROACH FACING EAST EAST SOMONAUK STREET EASTBOUND APPROACH FACING SOUTH Page 38 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND LIBERTY STREET EAST SOMONAUK STREET EASTBOUND APPROACH FACING NORTH LIBERTY STREET SOUTHBOUND APPROACH FACING SOUTH Page 39 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND LIBERTY STREET LIBERTY STREET SOUTHBOUND APPROACH FACING EAST LIBERTY STREET SOUTHBOUND APPROACH FACING WEST Page 40 INTERSECTION #5 EAST SOMONAUK STREET & FREEMONT STREET Page 41 Page 42 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND FREEMONT STREET EAST SOMONAUK STREET WESTBOUND APPROACH FACING WEST EAST SOMONAUK STREET WESTBOUND APPROACH FACING NORTH Page 43 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND FREEMONT STREET EAST SOMONAUK STREET WESTBOUND APPROACH FACING SOUTH FREEMONT STREET NORTHBOUND APPROACH FACING NORTH Page 44 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND FREEMONT STREET FREEMONT STREET NORTHBOUND APPROACH FACING WEST FREEMONT STREET NORTHBOUND APPROACH FACING EAST Page 45 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND FREEMONT STREET EAST SOMONAUK STREET EASTBOUND APPROACH FACING EAST EAST SOMONAUK STREET EASTBOUND APPROACH FACING SOUTH Page 46 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND FREEMONT STREET EAST SOMONAUK STREET EASTBOUND APPROACH FACING NORTH FREEMONT STREET SOUTHBOUND APPROACH FACING SOUTH Page 47 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND FREEMONT STREET FREEMONT STREET SOUTHBOUND APPROACH FACING EAST FREEMONT STREET SOUTHBOUND APPROACH FACING WEST Page 48 INTERSECTION #6 EAST SOMONAUK STREET & BRISTOL STREET Page 49 Page 50 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND BRISTOL STREET EAST SOMONAUK STREET WESTBOUND APPROACH FACING WEST EAST SOMONAUK STREET WESTBOUND APPROACH FACING NORTH Page 51 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND BRISTOL STREET EAST SOMONAUK STREET EASTBOUND APPROACH FACING EAST EAST SOMONAUK STREET EASTBOUND APPROACH FACING NORTH Page 52 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND BRISTOL STREET BRISTOL STREET SOUTHBOUND APPROACH FACING SOUTH BRISTOL STREET SOUTHBOUND APPROACH FACING EAST Page 53 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – EAST SOMONAUK STREET AND BRISTOL STREET BRISTOL STREET SOUTHBOUND APPROACH FACING WEST Page 54 Page 55 Page 56 UNIT ____ IF MORE THAN ONE CMV IS INVOLVED, USE SR 1050A ADDITIONAL UNITS FORMS. A CMV is defined as any motor vehicle used to transport passengers or property and: 1. Has a weight rating of more than 10,000 pounds (example: truck or truck/trailer combination): or 2. Is used or designed to transport more than 15 passengers including the driver (example: shuttle or charter bus): or 3. Is designed to carry 15 or fewer passengers and operated by a contract carrier transporting employees in the course of their employment (example:employee transporter -usually a van type vehicle or passenger car): or 4. Is used or designed to transport between 9 and 15 passengers, including the driver,for direct compensation (example: large van used for specific purpose): or 5. Is any vehicle used to transport any hazardous material (HAZMAT) that requires placarding (example:placards will be displayed on the vehicle). CARRIER NAME _________________________________________________ ADDRESS _______________________________________________________ _______________________________________________________ CITY/STATE/ZIP ___________________________________________________ MOTOR CARR. ID USDOT NO._________________________ILLCC NO.__________________ Interstate Intrastate Not In Comm./Govt.Not In Comm./Other Source of above Side of Truck Papers Driver Log Book GVWR/GCWR <10,000 10,000 - 26,000 >26,000 Were HAZMAT placards on vehicle?Yes No If yes, name on placard _______________________________________ 4 digit UN NO.___________________1 digit Hazard Class NO._______ Did HAZMAT Spill from vehicle (do NOT consider FUEL from vehicle's own tank)?Yes No Unknown Did HAZMAT Regulations violation contribute to the crash? Yes No Unknown Did Motor Carrier Safety Regulations (MCS)violation contribute to the crash?Yes No Unknown Was a Driver/Vehicle Examination Report form completed? HAZMAT Yes No Unknown Out of Service Yes No MCS Yes No Unknown Out of Service Yes No Form Number _____________________________________________ IDOT PERMIT NO.________________WIDELOAD?Y N TRAILER VIN 1 ___________________________________________ TRAILER VIN 2 ___________________________________________ TRAILER WIDTH(S)0 - 96"97 - 102"> 102" TRAILER 1 TRAILER 2 TRAILER LENGTH(S) 1 __________ ft 2 __________ ft TOTAL VEHICLE LENGTH __________ ft NO. OF AXLES __________ SELECT CODES FROM BACK OF CRASH BOOKLET VEHICLE CONFIG. ______CARGO BODY TYPE ______LOAD TYPE ______ NARRATIVE (refer to vehicle by unit #) LOCAL USE ONLY A Diagram and Narrative are required on all Type B crashes, even if units have been moved prior to the officer's arrival. U1 COLOR U1 TOWED BY / TO : U2 COLOR U2 TOWED BY / TO : U1 Drug 1 U1 Drug 2 U2 Drug 1 U2 Drug 2 U1 TOWED DUE TO DISABLING DAMAGE NOT DISABLING DAMAGE DAMAGE EXTENT: U2 TOWED DUE TO DISABLING DAMAGE NOT DISABLING DAMAGE DAMAGE EXTENT: LARGE TRUCK,BUS,OR HM VEHICLE While Unit 2 was stationary at a stop sign, east bound on Somonauk Street at the intersection of McHugh Road, Unit 1 who was directly behind Unit 2 also east bound, failed to slow/stop in time causing Unit 1's front bumper to strike Unit 2's rear bumper. I did not observe damage to either unit. Unit 1 driver stated he is not use to driving this style of vehicle. No injury, no tows, no citations.              Blue Black 000 000 U1 Race:U2 Race:W W X002779642 Page 57 Page 58 Page 59 Page 60 Page 61 Page 62 Page 63 Page 64 Page 65 Page 66 Page 67 Page 68 Page 69 Page 70 Page 71 Page 72 Page 73 TRAFFIC SPEED STUDIES EAST SOMONAUK STREET (2025 & 2021) Page 74 For Project:YO1107 - EAST SOMONAUK Project Notes:EAST OF FREEMONT, WEST OF MCHUGH, MARCH 2025 Location/Name:Merged Report Generated:3/27/2025 1:47:59 PM Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 3/20/2025 2:00:00 PM through 3/27/2025 12:59:59 PM 85th Percentile Speed 34 MPH 85th Percentile Vehicles 6318 Max Speed 53 MPH on 3/20/2025 3:36:52 PM Total Vehicles 7433 AADT:1068 Volumes - weekly counts Time 5 Day 7 Day Average Daily 1064 979 AM Peak 11:00 AM 82 76 PM Peak 3:00 PM 118 102 Speed Speed Limit:30 85th Percentile Speed:34 50th Percentile Speed:30 10 MPH Pace Interval:25.0 MPH to 35.0 MPH Average Speed:29.74 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Count over limit 408 522 450 559 766 456 247 % over limit 39.8 45.7 41.6 48.7 51.1 50.6 38.7 Avg Speeder 33.2 33.6 33.4 33.5 33.5 33.8 33.5 Avg Speed 29.1 29.9 29.2 30.0 30.3 30.2 28.9 Class Counts Number % VEH_SM 31 0.4 VEH_MED 7248 97.5 VEH_LG 154 2.1 [VEH_SM=motorcycle,VEH_MED = sedan,VEH_LG = truck] Page 75 Merged Weekly Speeds YO1107 - EAST SOMONAUK from Thu-Mar-20-2025-02-00-PM to Thu-Mar-27-2025-12-59-PM EAST OF FREEMONT, WEST OF MCHUGH, MARCH 2025 3/27/2025 to 4/2/2025 Thursday Friday Saturday Sunday Monday Tuesday Wednesday Week Weekend Week Day 85% Hour 3/27/2025 3/28/2025 3/29/2025 3/30/2025 3/31/2025 4/1/2025 4/2/2025 Day Avg Avg Avg Speed 0 - 1 0 ********0 1 - 2 26.5 ******26.5 *31 2 - 3 0 ********0 3 - 4 27 ******27 *27 4 - 5 26.75 ******26.75 *30 5 - 6 27 ******27 *33 6 - 7 29.66 ******29.66 *32 7 - 8 29.02 ******29.02 *33.3 8 - 9 30.13 ******30.13 *34.2 9 - 10 29.62 ******29.62 *34.2 10 - 11 29.64 ******29.64 *33.8 11 - 12 29.4 ******29.4 *33 12 - 13 29.19 ******29.19 *32.7 13 - 14 *********0 14 - 15 *********0 15 - 16 *********0 16 - 17 *********0 17 - 18 *********0 18 - 19 *********0 19 - 20 *********0 20 - 21 *********0 21 - 22 *********0 22 - 23 *********0 23 - 24 *********0 Totals 29.4 0 0 0 0 0 0 % of Total 100%0%0%0%0%0%0% Page 2 Page 76 Summary of Violators YO1107 - EAST SOMONAUK from Thu-Mar-20-2025-02-00-PM to Thu-Mar-27-2025-12-59-PM EAST OF FREEMONT, WEST OF MCHUGH, MARCH 2025 Starting Hour Count Average Speed of all Traffic Violator Counts Average Speed of Violators 00:00:00 23 31.1 16 33.1 01:00:00 15 30.6 11 32.3 02:00:00 13 31.8 6 35.5 03:00:00 14 27.6 3 32.7 04:00:00 24 28.3 9 34.6 05:00:00 60 28.2 22 34.3 06:00:00 220 29.8 97 33.3 07:00:00 400 30.4 208 33.6 08:00:00 371 29.5 169 33.4 09:00:00 362 29.1 140 33.4 10:00:00 449 29.5 203 33.6 11:00:00 537 29.7 231 33.7 12:00:00 516 30.0 253 33.5 13:00:00 463 30.0 217 33.6 14:00:00 450 29.4 195 33.6 15:00:00 698 29.8 339 33.6 16:00:00 719 30.0 351 33.3 17:00:00 636 30.1 314 33.4 18:00:00 508 29.5 218 33.4 19:00:00 343 29.4 147 33.4 20:00:00 257 29.1 96 33.2 21:00:00 156 29.9 68 34.6 22:00:00 115 29.5 59 32.9 23:00:00 84 29.9 36 33.4 Page 77 Page 78 For Project:YO1107 Project Notes:Somonauk and Freemont East leg Location/Name:Merged Report Generated:2/18/2021 14:55 Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 2/9/2021 11:00:00 through 2/16/2021 14:59:59 85th Percentile Speed 35 MPH 85th Percentile Vehicles 5844 Max Speed 56 MPH on 2/10/2021 22:10:29 Total Vehicles 6875 AADT:959 Volumes - weekly counts Time 5 Day 7 Day Average Daily 1026 899 AM Peak 07:00 85 66 PM Peak 03:00 114 95 Speed Speed Limit:35 85th Percentile Speed:35 Average Speed:29.72 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Count over limit 15 93 186 226 214 12 37 % over limit 2.6 8.0 14.2 17.2 16.0 1.9 7.1 Avg Speeder 37.3 37.9 39.0 38.5 38.4 37.3 38.7 Class Counts Number % VEH_SM 85 1.2 VEH_MED 6593 95.9 VEH_LG 197 2.9 [VEH_SM=motorcycle,VEH_MED = sedan,VEH_LG = truck] Page 79 Merged Weekly Speeds YO1107 from Tue-Feb-09-2021-11-00-AM to Tue-Feb-16-2021-02-59-PM Somonauk and Freemont East leg 2/9/2021 to 2/15/2021 Tuesday Wednesday Thursday Friday Saturday Sunday Monday Week Weekend Week Day 85% Hour 2/9/2021 2/10/2021 2/11/2021 2/12/2021 2/13/2021 2/14/2021 2/15/2021 Day Avg Avg Avg Speed 0 - 1 *29.4 30 29 27.6 30 27.6 28.96 28.29 33.38 1 - 2 *24 36 40 29.6 31 15 27.44 29.83 29.25 2 - 3 *0 0 0 27.25 26 0 0 27 0 3 - 4 *35 37 32 0 0 30.5 33.33 0 34.5 4 - 5 *31 29.8 30.12 23 26.5 24 29.22 25.8 30 5 - 6 *31.13 29.23 28 24.17 26.78 27.67 29.22 25.73 32.62 6 - 7 *29.15 30.89 30.88 26.36 0 26 30.04 26.36 33.62 7 - 8 *31.57 32.95 32.17 26.44 30.44 27.11 31.89 27.44 33.98 8 - 9 *32.01 31.58 32.29 25.03 28.59 26.65 31.34 26.29 34.6 9 - 10 *30.39 29.77 28.25 27.93 29.62 24.19 28.4 28.65 32.88 10 - 11 *31.17 30.14 30.48 24.51 28.42 26.49 29.79 26.09 33.62 11 - 12 29.14 31.25 31.51 31.79 26.17 28.94 24.81 30.14 27.61 33.64 12 - 13 31.9 31.57 32.15 31.84 27.29 29.84 25.38 31.19 28.25 34.48 13 - 14 30.28 30.38 31.29 31.3 26.58 30.28 26.84 30.22 28.39 34.04 14 - 15 30.72 30.65 31.43 32.18 25.7 30.2 29 31.07 27.79 34.5 15 - 16 30.69 30.75 30.45 30.54 25.79 29.22 27.9 30.32 27.67 34.12 16 - 17 30.96 31.7 32.23 32.08 26.71 29.36 26.94 31.3 28.13 34.28 17 - 18 28.89 30.92 30.78 31.68 26.84 25.79 25.88 30.06 26.32 33.58 18 - 19 27.04 30.04 29.48 30.17 27.93 27.32 26 29.14 27.66 32.64 19 - 20 26.61 32.29 31 28.54 27.04 27.57 24.62 28.94 27.33 33.2 20 - 21 28.79 31.1 29.31 30.21 27.52 26.74 24.67 29.45 27.18 31.24 21 - 22 28.24 28.32 27.45 30.18 27.18 23.5 24.67 28.2 25.81 31.96 22 - 23 29.88 34.7 30.22 28.62 27.05 24.53 25.43 30.12 25.86 30.7 23 - 24 32 30.33 27.88 25 25.75 29.5 29.67 27.22 26.5 32.2 Page 80 Merged Weekly Speeds YO1107 from Tue-Feb-09-2021-11-00-AM to Tue-Feb-16-2021-02-59-PM Somonauk and Freemont East leg Page 1 2/16/2021 to 2/22/2021 Tuesday Wednesday Thursday Friday Saturday Sunday Monday Week Weekend Week Day 85% Hour 2/16/2021 2/17/2021 2/18/2021 2/19/2021 2/20/2021 2/21/2021 2/22/2021 Day Avg Avg Avg Speed 0 - 1 23.67 ******23.67 *32 1 - 2 30 ******30 *34 2 - 3 20.86 ******20.86 *22 3 - 4 0 ********0 4 - 5 25.8 ******25.8 *28 5 - 6 25.33 ******25.33 *29.5 6 - 7 23.83 ******23.83 *26 7 - 8 23.06 ******23.06 *26 8 - 9 24.86 ******24.86 *29.3 9 - 10 25.13 ******25.13 *29 10 - 11 26.59 ******26.59 *29 11 - 12 25.64 ******25.64 *31 12 - 13 27.22 ******27.22 *33 13 - 14 27.22 ******27.22 *32.7 14 - 15 30.1 ******30.1 *35 15 - 16 *********0 16 - 17 *********0 17 - 18 *********0 18 - 19 *********0 19 - 20 *********0 20 - 21 *********0 21 - 22 *********0 22 - 23 *********0 23 - 24 *********0 Page 2 Page 81 Starting Hour Count Average Speed of all Traffic Violator Counts Average Speed of Violators 00:00:00 33 28.3 2 36.5 01:00:00 17 28.6 4 37.8 02:00:00 12 23.4 0 0.0 03:00:00 6 33.3 2 36.5 04:00:00 33 28.2 2 39.0 05:00:00 73 28.0 5 39.2 06:00:00 218 29.5 26 38.4 07:00:00 464 31.2 72 39.1 08:00:00 416 30.4 58 39.0 09:00:00 270 28.1 15 38.2 10:00:00 333 28.5 27 37.6 11:00:00 501 29.3 56 37.4 12:00:00 604 30.4 85 38.6 13:00:00 471 29.6 55 38.8 14:00:00 623 30.6 86 38.9 15:00:00 645 30.0 78 39.1 16:00:00 666 30.8 95 37.8 17:00:00 495 29.4 46 37.7 18:00:00 354 28.8 28 37.5 19:00:00 213 28.5 19 38.7 20:00:00 174 28.9 9 40.3 21:00:00 129 27.7 8 39.0 22:00:00 78 28.2 3 46.7 23:00:00 47 26.9 2 36.5 Page 82 700VehicleCountsVs.Speed|YO1107:Ilerged]YO1107SomonaukandFreemontEastlegVolumeBySpeedHistogram6.875CourtsVehicleSpeed(MPH)Page 83 TRAFFIC SPEED STUDIES EAST SOMONAUK STREET TRAFFIC SPEED STUDY EAST SPRING STREET (2025) Page 84 For Project:YO1107-C EAST SPRING ST Project Notes:EAST OF FREEMONT, WEST OF MCHUGH, APRIL 2025 Location/Name:Merged Report Generated:4/4/2025 8:59:03 AM Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 3/27/2025 4:00:00 PM through 4/4/2025 7:59:59 AM 85th Percentile Speed 38 MPH 85th Percentile Vehicles 5833 Max Speed 84 MPH on 3/31/2025 10:09:34 AM Total Vehicles 6862 AADT:895 Volumes - weekly counts Time 5 Day 7 Day Average Daily 818 815 AM Peak 8:00 AM 56 54 PM Peak 3:00 PM 92 83 Speed Speed Limit:30 85th Percentile Speed:38 50th Percentile Speed:33 10 MPH Pace Interval:28.0 MPH to 38.0 MPH Average Speed:32.64 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Count over limit 671 750 643 929 709 554 493 % over limit 68.5 72.5 69.5 72.1 69.7 64.9 64.4 Avg Speeder 35.2 35.2 35.5 35.8 35.2 34.9 35.4 Avg Speed 32.5 32.8 32.7 33.2 32.6 32.0 32.3 Class Counts Number % VEH_SM 123 1.8 VEH_MED 6591 96.1 VEH_LG 148 2.2 [VEH_SM=motorcycle,VEH_MED = sedan,VEH_LG = truck] Page 85 Merged Monthly Speeds YO1107-C EAST SPRING ST from Thu-Mar-27-2025-04-00-PM to Fri-Apr-04-2025-07-59-AM EAST OF FREEMONT, WEST OF MCHUGH, APRIL 2025 Mar 2025 Thursday Friday Saturday Sunday Monday Tuesday Wednesday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0 - 1 *33 30.91 31.64 24.33 **30.11 31.27 31.5 1 - 2 *31.5 30.22 32 28 **29.75 31.11 29.5 2 - 3 *35 37.5 31.4 33 **33.5 33.14 36 3 - 4 *31.5 32.5 29.33 30.75 **31 30.6 33.75 4 - 5 *32.5 31.83 34.33 32.64 **32.58 32.67 37 5 - 6 *32.62 34.14 22.5 32.52 **32.56 31.56 36.5 6 - 7 *32.24 33 29.22 33.65 **32.98 31.3 37 7 - 8 *32.53 31.58 32.58 33.49 **33.08 31.86 37.9 8 - 9 *34.41 31.84 32.45 33.28 **33.79 32.13 37 9 - 10 *34.02 32.52 32 32.11 **33.02 32.35 38 10 - 11 *31.63 32.82 30.1 33.82 **32.69 31.25 36.85 11 - 12 *32.46 31.47 32.23 31.6 **32.03 31.84 37 12 - 13 *32.53 31.12 31.45 32.33 **32.43 31.31 36.85 13 - 14 *33.53 32.41 32.45 30.58 **31.94 32.43 36.7 14 - 15 *34 33.12 33.16 31.33 **32.65 33.14 37.25 15 - 16 *33.23 32.48 34.1 33.44 **33.34 33.42 38.45 16 - 17 31.41 32.09 30.45 33.08 33.28 **32.53 31.42 36.67 17 - 18 33.48 32.58 33.48 32.5 33.12 **33.02 32.97 37.2 18 - 19 33.53 32.94 32.03 34.38 32.4 **32.97 33.08 36.93 19 - 20 31.9 32.35 31.75 30.93 30.88 **31.74 31.32 36.73 20 - 21 31.56 32.13 32.12 30.33 32.39 **32.11 31.13 36.5 21 - 22 33.55 30.37 31.78 34.5 31.27 **31.55 33 35.5 22 - 23 33.21 32.41 32.17 31.6 31.11 **32.12 31.95 35.67 23 - 24 31.25 31.68 31.67 32.17 34.92 **32.37 31.78 37.5 Totals 32.6 32.7 32 32.3 32.5 0 0 % of Total 20.11%20.17%19.74%19.93%20.05%0%0% Page 1 Page 86 Merged Monthly Speeds YO1107-C EAST SPRING ST from Thu-Mar-27-2025-04-00-PM to Fri-Apr-04-2025-07-59-AM EAST OF FREEMONT, WEST OF MCHUGH, APRIL 2025 Apr 2025 Thursday Friday Saturday Sunday Monday Tuesday Wednesday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0 - 1 29.5 24.5 ***33 27.14 28.47 *31 1 - 2 27 28 ***32 32.25 29.07 *33.12 2 - 3 26.5 28.5 ***33.5 24 28.12 *31.75 3 - 4 28 29.33 ***28.67 29 28.8 *32.25 4 - 5 35 32.5 ***32.56 30.08 32.48 *35.75 5 - 6 31.48 33.45 ***33.09 32.91 32.74 *37.25 6 - 7 33.41 32.75 ***31.97 30.6 32.17 *37.33 7 - 8 34.3 31.14 ***33.21 33.16 33.43 *36.62 8 - 9 33.13 ****32.95 31.41 32.52 *37.37 9 - 10 33.11 ****33.51 33.76 33.44 *38.13 10 - 11 34.06 ****33.13 31.69 32.85 *37.23 11 - 12 33.5 ****32.98 31.33 32.63 *37.53 12 - 13 32.3 ****30.54 35 32.15 *36.73 13 - 14 34.11 ****33.13 31.22 33.01 *38.83 14 - 15 33.88 ****33.39 33.92 33.74 *38.67 15 - 16 34.15 ****32.58 32.62 33.15 *37.77 16 - 17 33.02 ****33.3 32.23 32.86 *36.73 17 - 18 34.18 ****33.67 34.08 33.96 *38.37 18 - 19 32.83 ****33.08 34.49 33.51 *37.8 19 - 20 33.29 ****32.83 33.28 33.11 *37.27 20 - 21 33.65 ****32.5 32.09 32.69 *36.43 21 - 22 33.31 ****33.2 32.79 33.11 *36.57 22 - 23 32.5 ****30.96 33.93 32.22 *38.27 23 - 24 33 ****29.29 37 32.47 *37 Totals 33.4 32.2 0 0 0 32.8 32.7 % of Total 25.48%24.56%0%0%0%25.02%24.94% Page 2 Page 87 Summary of Violators YO1107-C EAST SPRING ST from Thu-Mar-27-2025-04-00-PM to Fri-Apr-04-2025-07-59-AM EAST OF FREEMONT, WEST OF MCHUGH, APRIL 2025 Starting Hour Count Average Speed of all Traffic Violator Counts Average Speed of Violators 00:00:00 50 30.0 26 34.4 01:00:00 40 30.1 19 35.3 02:00:00 19 31.1 12 34.3 03:00:00 21 29.9 8 33.9 04:00:00 70 32.5 48 34.9 05:00:00 157 32.6 110 35.4 06:00:00 197 32.3 129 35.6 07:00:00 339 33.1 253 35.5 08:00:00 328 32.8 237 35.4 09:00:00 302 33.0 225 35.2 10:00:00 311 32.3 191 35.8 11:00:00 382 32.2 254 35.1 12:00:00 388 32.0 248 35.1 13:00:00 363 32.5 238 35.5 14:00:00 406 33.3 299 35.6 15:00:00 587 33.3 429 35.6 16:00:00 636 32.4 435 35.2 17:00:00 583 33.4 448 35.4 18:00:00 438 33.2 330 35.5 19:00:00 444 32.2 295 34.9 20:00:00 308 32.2 193 35.0 21:00:00 229 32.5 158 34.9 22:00:00 167 32.1 105 35.3 23:00:00 97 32.2 59 35.7 Page 88 Page 89 MUTCD Intersection Control Guidelines Page 90 The governing entity on traffic control signage and right-of-way intersection control is the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD). The 11th Edition of the Manual, updated in December 2023, provides the following guidance when considering intersection control at unsignalized intersections: Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Guidance: A. When selecting a form of intersection control, the following factors should be considered: a. Motor vehicle, bicycle, and pedestrian traffic volumes on all approaches; where the term units/day or units/hour is indicated, it should be the total of motor vehicle, bicycle, and pedestrian volume; B. Driver yielding behavior with regard to all modes of conflicting traffic, including bicyclists and pedestrians; C. Number and angle of approaches; D. Approach speeds; E. Sight distance available on each approach; F. Reported crash experience; and G. The presence of a grade crossing near the intersection. Standard: YIELD or STOP signs shall not be used for speed control. Section 2B.10 of the MUTCD details the following for the installation of yield control at an intersection: Guidance: At intersections where a full stop is not necessary at all times, consideration should first be given to using less restrictive measures such as YIELD signs. Yield control should be considered when engineering judgment indicates that all of the following conditions exist: A. Intersection sight distance is adequate on the approaches to be controlled by YIELD signs. B. All approaches to the intersection are a single lane and there are no separate turn lanes. C. One of the following crash-related criteria applies: D. For changing from no intersection control to yield control, there have been two or more reported crashes in the previous 12 months that are susceptible to correction by the installation of a YIELD sign. E. For changing from minor road stop control to yield control, there have been two or fewer reported crashes in the previous 12 months. F. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection averages less than 1,800 units per day or 140 units in the peak hour. G. The angle of intersection is between 90 and 75 degrees. H. The functional classification of the intersecting streets is either the intersection of two local streets or the intersection of a local street with a collector street. Page 91 Option: YIELD signs may be installed at an intersection when any of the following conditions apply: A. At the second intersection of a divided highway crossing or median break functioning as two separate intersections (see Figure 2B-19). In this case, a YIELD sign may be installed at the entrance to the second intersection. B. For a channelized turn lane that is separated from the adjacent travel lanes by an island, even if the adjacent lanes at the intersection are controlled by a highway traffic control signal or by a STOP sign. C. At an intersection where a special problem exists and where engineering judgment indicates the problem to be susceptible to correction by the use of the YIELD sign. D. Facing the entering roadway for a merge-type movement if engineering judgment indicates that control is needed because acceleration geometry and/or sight distance is not adequate for merging traffic operation. E. On low-volume rural roads if engineering judgment indicates that a YIELD sign would provide adequate control. F. On an approach to an intersection where the only permissible movement is a right - turn movement with an intersection geometry similar to a channelized right -turn lane or an approach to a roundabout. Section 2B.11 of the MUTCD details the following for the installation of minor road stop control at an intersection: Guidance: Stop control on the minor-road approach or approaches to an intersection should be considered when engineering judgment indicates that one or more of the following conditions exist: A. A restricted view exists that requires road users to stop in order to adequately observe conflicting traffic on the through street or highway. B. Crash records indicate that: 1. For a four-leg intersection, there are three or more reported crashes in a 12- month period or six or more reported crashes in a 36-month period. The crashes should be susceptible to correction by installation of minor-road stop control. 2. For a three-leg intersection, there are three or more reported crashes in a 12- month period or five or more reported crashes in a 36-month period. The crashes should be susceptible to correction by installation of minor-road stop control. C. The intersection is of a lower functional classification road with a higher functional classification road. D. Conditions that previously supported the installation of all-way stop control no longer exist. On low-volume rural roads, a STOP sign should be considered at an intersection where engineering judgment indicates that Item C in Paragraph 1 of this Section is applicable or where the intersection has inadequate sight distance for the operating vehicle speeds. Section 2B.12 of the MUTCD details the following for the installation of an All-Way Stop Control intersection: Page 92 Support: The provisions in the following sections describe warrants for the recommended engineering study to determine all-way stop control. Warrants are not a substitute for engineering judgment. The fact that a warrant for a particular traffic control device is met is not conclusive justification to install or not install all-way stop control. Because each intersection will have unique characteristics that affect its operational performance or safety, it is the engineering study for a given intersection that is ultimately the basis for a decision to install or not install all-way stop control. All-way stop controls at intersections with substantially differing approach volumes can reduce the effectiveness of these devices for all roadway users. Guidance: The decision to establish all-way stop control at an unsignalized intersection should be based on an engineering study. The engineering study for all-way stop control should include an analysis of factors related to the existing operation and safety at the intersection, the potential to improve these conditions, and the applicable factors contained in the following all-way stop control warrants: A. All-Way Stop Control Warrant A: Crash Experience (see Section 2B.13) B. All-Way Stop Control Warrant B: Sight Distance (see Section 2B.14) C. All-Way Stop Control Warrant C: Transition to Signal Control or Transition to Yield Control at a Circular Intersection (see Section 2B.15) D. All-Way Stop Control Warrant D: 8-Hour Volume (Vehicles, Pedestrians, Bicycles) (see Section 2B.16) E. All-Way Stop Control Warrant E: Other Factors (see Section 2B.17) Option: The decision to install all-way stop control on site roadways open to public travel may be based on engineering judgment. Standard: The satisfaction of an all-way stop control warrant or warrants shall not in itself require the installation of all-way stop control at an unsignalized intersection. Page 93 As requested, we investigated the following traffic patterns and intersections in the Grande Reserve Subdivision. The following intersections were studied: 1. Grande Trail and Constitution Way 2. Berrywood Lane and Lehman Crossing Our findings for these intersections were as follows: o All streets examined were designated as local roads. o Neither intersection currently has any traffic control devices in place. o The Grande Reserve Neighborhood Posted Speed Limit is 30 mph. A School Zone with a 20 mph Posted Speed Limit is in place on Freedom Place and along Grande Trail from Matlock Drive to roughly 400 feet south of the intersection at Constitution Way. o No posted parking restrictions exist along any of the legs of the intersections studied. o School buses passed both intersections; however, neither was observed to be a drop-off or pick-up location. o The United City of Yorkville Police Department reported zero accidents for both intersections in the previous 36-month period. o Insufficient intersection sight distance as defined in the Illinois Department of Transportation’s (IDOT) Bureau of Local Roads and Streets (BLRS) Manual was observed at both intersections for uncontrolled crossings. Homes and parked cars in driveways impact safe maneuvers at the corners of Berrywood Lane and Lehman Crossing. Homes and low tree canopies impact safe maneuvers at the southwest and northwest corners of Grande Trail and Constitution Way. o The observed bi-directional vehicle, bicycle, and pedestrian volume entering all intersections was less than that required for the 8-hour, multi-way stop warrant. o An excessive queue of vehicles was observed spilling out of the drop-off entrance southwest of Grande Reserve Elementary School. This queue occupied the east side of Grande Trail from the School’s entrance all the way to the intersection at Justice Drive. Vehicles were still able to travel in both directions along Grande Trail. Our recommendations for improvements at these intersections are discussed on the next page, and in the exhibits attached with this Memo. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk James Jensen, Chief of Police Date: April 15, 2025 Subject: Grande Reserve Traffic Control Page 1 1. Grande Trail and Constitution Way o Currently, the west leg of the Constitution Way and Grande Trail intersection appears to be a good candidate for a STOP sign and a STOP bar pavement marking. o The north-south crosswalk on the west leg of the intersection should be striped in accordance with IDOT’s Standard “School & Pedestrian” Crosswalk Markings. o School Advance Crossing Assemblies (S1-1 & W16-9P) and School Crossing Assemblies (S1-1 & W16-7P) should be installed along Grande Trail for both northbound and southbound traffic. The location for these signs are depicted in the attached exhibit. o Methods to reduce the queue of vehicles emitting from Grande Reserve Elementary’s southwest drop-off entrance along Grande Trail should be investigated and implemented, especially as Grande Reserve continues to develop. 2. Berrywood Lane and Lehman Crossing o Currently, the intersection of Berrywood Lane and Lehman Crossing appears to be a good candidate for a two-way stop. STOP signs should be installed on both the north and south legs of the intersection. o To maintain consistency with other bicycle trail crosswalks in the subdivision, the north-south crosswalk on the west leg of the intersection should be striped in accordance with IDOT’s Standard “Bicycle & Equestrian” Crosswalk Markings. The pages attached to this memorandum include existing and proposed traffic control exhibits, preliminary engineering study forms, intersection traffic counts, intersection sight distance photos, and the correspondence with the United City of Yorkville’s Police Department regarding relevant crash data. Additionally attached is the methodology outlined in the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) for traffic control devices. Page 2 FREEDOM PLACEGRANDE TRAILCONSTITUTION WAYKENNEDY RDJETER CTGRANDE TRAILANNA MARIA LNMATL O C K D R JUSTICE DRGRANDE TRAILGRANDERESERVEELEMENTARYSCHOOLMCLELLAN BLVDJUSTICE DRJETER ST© Engineering Enterprises, Inc.14EXISTING TRAFFIC CONTROLINTERSECTION #1 - GRANDE TRAILAND CONSTITUTION WAYGRANDE RESERVETRAFFIC CONTROL, SIGNAGEAND PAVEMENT MARKINGSUNITED CITY OF YORKVILLE432112111334222SYMBOL LEGEND STOP1 SIGN LEGEND STOP234WHENCHILDRENARE PRESENTSCHOOL20LIMITSPEED20LIMITSPEEDSCHOOLPage 3 FREEDOM PLACEGRANDE TRAILCONSTITUTION WAYKENNEDY RDJETER CTGRANDE TRAILANNA MARIA LNMATL O C K D R JUSTICE DRGRANDE TRAILGRANDERESERVEELEMENTARYSCHOOLMCLELLAN BLVDJUSTICE DRJETER ST© Engineering Enterprises, Inc.24PROPOSED TRAFFIC CONTROLINTERSECTION #1 - GRANDE TRAILAND CONSTITUTION WAYGRANDE RESERVETRAFFIC CONTROL, SIGNAGEAND PAVEMENT MARKINGSUNITED CITY OF YORKVILLEAHEAD5643211211133422265516STOP1 SIGN LEGEND STOP234WHENCHILDRENARE PRESENTSCHOOL20LIMITSPEED20LIMITSPEEDSCHOOLSYMBOL LEGEND STOP BAR (WHITE, 24", LINE)CROSSWALK (WHITE, 6' X 12", BARS)Page 4 LEHMAN CROSSING BERRYWOOD LNANNA MARIA LNSEELEY STMATLOCK DR JUSTICE DRGRANDE TRAILGRANDERESERVEELEMENTARYSCHOOLSEELEY ST BNSF RR© Engineering Enterprises, Inc.34EXISTING TRAFFIC CONTROLINTERSECTION #2 - BERRYWOOD LANEAND LEHMAN CROSSINGGRANDE RESERVETRAFFIC CONTROL, SIGNAGEAND PAVEMENT MARKINGSUNITED CITY OF YORKVILLE143111SYMBOL LEGEND STOP1 SIGN LEGEND STOP234WHENCHILDRENARE PRESENTSCHOOL20LIMITSPEED20LIMITSPEEDSCHOOLPage 5 LEHMAN CROSSING BERRYWOOD LNANNA MARIA LNSEELEY STMATLOCK DR JUSTICE DRGRANDE TRAILGRANDERESERVEELEMENTARYSCHOOLSEELEY ST BNSF RR© Engineering Enterprises, Inc.44PROPOSED TRAFFIC CONTROLINTERSECTION #2 - BERRYWOOD LANEAND LEHMAN CROSSINGGRANDE RESERVETRAFFIC CONTROL, SIGNAGEAND PAVEMENT MARKINGSUNITED CITY OF YORKVILLE14311111STOP1 SIGN LEGEND STOP23WHENCHILDRENARE PRESENT20LIMITSPEEDSCHOOLSYMBOL LEGEND 4SCHOOL20LIMITSPEED CROSSWALK (WHITE, 6" PARALLEL X 12" DIAGONAL)Page 6 INTERSECTION #1 GRANDE TRAIL & CONSTITUTION WAY Page 7 Location: Grande Trail and Constitution Way (#1) Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Standard: YIELD or STOP signs shall not be used for speed control. Criteria Met Criteria** Yes Additional Study Required No A. B. C. 1. 2. D. E. F. A. B. C. D. E. F. Criteria are clearly met recommending installation of a yield sign. Criteria are not clearly met at this time - no further action recommended. Criteria may or may not be met - additional engineering study required. By:Gabriel Braboy, P.E.Date:4/7/2025 Senior Project Engineer I Title By:Date: Title One of the following crash-related criteria applies: Facing the entering roadway for a merge-type movement if engineering judgment indicates that control is needed because acceleration geometry and/or sight distance is not adequate for merging traffic operation. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection averages less than 1,800 units per day or 140 units in the peak hour. II. YIELD signs may be installed at an intersection when any of the following conditions apply: At the second intersection of a divided highway crossing or median break functioning as two separate intersections. In this case, a YIELD sign may be installed at the entrance to the second intersection. For a channelized turn lane that is separated from the adjacent travel lanes by an island, even if the adjacent lanes at the intersection are controlled by a highway traffic control signal or by a STOP sign. At an intersection where a special problem exists and where engineering judgment indicates the problem to be susceptible to correction by the use of the YIELD sign. UNITED CITY OF YORKVILLE TWO-WAY YIELD PRELIMINARY ENGINEERING EVALUATION* Intersection sight distance is adequate on the approaches to be controlled by YIELD signs. All approaches to the intersection are a single lane and there are no separate turn lanes. I. Yield control should be considered when engineering judgment indicates that all of the following conditions exist: For changing from no intersection control to yield control, there have been two or more reported crashes in the previous 12 months that are susceptible to correction by the installation of a YIELD sign. For changing from minor road stop control to yield control, there have been two or fewer reported crashes in the previous 12 months. The angle of intersection is between 90 and 75 degrees. The functional classification of the intersecting streets is either the intersection of two local streets or the intersection of a local street with a collector street. On low-volume rural roads if engineering judgment indicates that a YIELD sign would provide adequate control. On an approach to an intersection where the only permissible movement is a right-turn movement with an intersection geometry similar to a channelized right-turn lane or an approach to a roundabout. Based on a preliminary review of the criteria for a yield sign the following action is recommended: * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition Section 2B.06-2B.10 Updated 10/11/2024 Page 8 Location: Grande Trail and Constitution Way (#1) Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Standard: YIELD or STOP signs shall not be used for speed control. Criteria Met Criteria** Yes Additional Study Required No A. B. 1. 2. C. D. Criteria are clearly met recommending installation of a stop sign, a stop bar, and longitudinal bar crosswalk markings on the west leg of Constitution Way. School Crossing Sign Assemblies (S1-1 & W16-7PL) and School Advance Crossing Assemblies (S1-1 & W16-9P) should be installed for both east-west crosswalks of Grande Trail. Methods to reduce vehicle drop-off queues and spillback along Grande Trail should be investigated and implemented. Criteria are not clearly met at this time - no further action recommended. Criteria may or may not be met - additional engineering study required. By:Gabriel Braboy, P.E.Date:4/7/2025 Senior Project Engineer I Title By:Date: Title judgment indicates that one or more of the following conditions exist: Crash records indicate that: For a four-leg intersection, there are three or more reported crashes in a 12-month period or six or more reported crashes in a 36-month period. The crashes should be susceptible to correction by installation of minor-road stop control. For a three-leg intersection, there are three or more reported crashes in a 12-month period or five or more reported crashes in a 36-month period. The crashes should be susceptible to correction by installation of minor-road stop control. The intersection is of a lower functional classification road with a higher functional classification road. Conditions that previously supported the installation of all-way stop control no longer exist. UNITED CITY OF YORKVILLE TWO-WAY STOP PRELIMINARY ENGINEERING EVALUATION* I. Stop control on the minor-road approach or approaches to an intersection should be considered when engineering A restricted view exists that requires road users to stop in order to adequately observe conflicting traffic on the through street or highway. Based on a preliminary review of the criteria for a 2-way stop sign the following action is recommended: * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition Section 2B.06, 2B.11 Updated 10/11/2024 Page 9 Location: Grande Trail and Constitution Way (#1) Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Guidance: The decision to establish all-way stop control at an unsignalized intersection should be based on an engineering study. Standard: YIELD or STOP signs shall not be used for speed control. Standard: The satisfaction of an all-way stop control warrant or warrants shall not in itself require the installation of all-way stop control at an unsignalized intersection. Criteria Met Criteria** Yes Additional Study Required No A.Crash Experience: 1. 2. B.Sight Distance: 1. C.Transition to Signal Control or Transition to Yield Control at a Circular Intersection: 1. D.8-Hour Volume: (Any Major-Street Speed) 1. 2. (85th Percentile Major-Street Speed > 40 mph) 1. 2. E.Other Factors: 1. 2. 3. Criteria are clearly met recommending installation of a multi-way stop. Criteria are not clearly met at this time - no further action recommended. Criteria may or may not be met - additional engineering study required. By:Gabriel Braboy, P.E.Date:4/7/2025 Senior Project Engineer I Title By:Date: Title An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where all-way stop control would improve traffic operational characteristics of the intersection. Where pedestrian and/or bicyclist movements support the installation of all-way stop control. PRELIMINARY ENGINEERING EVALUATION* MULTI-WAY STOP UNITED CITY OF YORKVILLE The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minor-street approaches is at least 140 units per hour for each of any of the same 8 hours. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the major-street approaches is at least 210 units per hour for each of any 8 hours of a typical day; and Based on a preliminary review of the criteria for a multi-way stop sign the following action is recommended: For a four-leg intersection,there are five or more reported crashes in a 12-month period or six or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. At locations where all-way stop control is an interim measure that can be installed to control traffic while arrangements are being made for the installation of a traffic control signal at the intersection or for the installation of yield control at a circular intersection. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the major-street approaches is at least 300 units per hour for each of any 8 hours of a typical day; and The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minor-street approaches is at least 200 units per hour for each of any of the same 8 hours. The need to control left-turn conflicts. For a three-leg intersection, there are four or more reported crashes in a 12-month period or five or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. An engineering study indicates that sight distance on the minor-road approaches controlled by a STOP sign is not adequate for a vehicle to turn onto or cross the major (uncontrolled) road. At such a location, the road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop. * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition Section 2B.12-2B.17 Updated 10/11/2024 Page 10 Page 11 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com INTERSECTION SIGHT ANALYSIS – GRANDE TRAIL AND CONSTITUTION WAY GRANDE TRAIL SOUTHBOUND APPROACH FACING SOUTH GRANDE TRAIL SOUTHBOUND APPROACH FACING EAST Page 12 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com INTERSECTION SIGHT ANALYSIS – GRANDE TRAIL AND CONSTITUTION WAY GRANDE TRAIL SOUTHBOUND APPROACH FACING WEST GRANDE TRAIL NORTHBOUND APPROACH FACING NORTH Page 13 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com INTERSECTION SIGHT ANALYSIS – GRANDE TRAIL AND CONSTITUTION WAY GRANDE TRAIL NORTHBOUND APPROACH FACING WEST GRANDE TRAIL NORTHBOUND APPROACH FACING EAST Page 14 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com INTERSECTION SIGHT ANALYSIS – GRANDE TRAIL AND CONSTITUTION WAY CONSTITUTION WAY EASTBOUND APPROACH FACING EAST CONSTITUTION WAY EASTBOUND APPROACH FACING NORTH Page 15 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com INTERSECTION SIGHT ANALYSIS – GRANDE TRAIL AND CONSTITUTION WAY CONSTITUTION WAY EASTBOUND APPROACH FACING SOUTH CONSTITUTION WAY WESTBOUND APPROACH FACING WEST Page 16 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com INTERSECTION SIGHT ANALYSIS – GRANDE TRAIL AND CONSTITUTION WAY CONSTITUTION WAY WESTBOUND APPROACH FACING NORTH CONSTITUTION WAY WESTBOUND APPROACH FACING SOUTH Page 17 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com INTERSECTION SIGHT ANALYSIS – GRANDE TRAIL AND CONSTITUTION WAY GRANDE RESERVE ELEMENTARY SCHOOL SOUTHWEST DROP-OFF ENTRANCE FACING EAST GRANDE TRAIL NORTHBOUND APPROACH NEAR MCLELLAN BLVD Page 18 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com INTERSECTION SIGHT ANALYSIS – GRANDE TRAIL AND CONSTITUTION WAY GRANDE TRAIL NORTHBOUND APPROACH JUSTICE DRIVE Page 19 INTERSECTION #2 BERRYWOOD LANE & LEHMAN CROSSING Page 20 Location: Berrywood Lane and Lehman Crossing (#2) Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Standard: YIELD or STOP signs shall not be used for speed control. Criteria Met Criteria** Yes Additional Study Required No A. B. C. 1. 2. D. E. F. A. B. C. D. E. F. Criteria are clearly met recommending installation of a yield sign. Criteria are not clearly met at this time - no further action recommended. Criteria may or may not be met - additional engineering study required. By:Gabriel Braboy, P.E.Date:4/7/2025 Senior Project Engineer I Title By:Date: Title For changing from no intersection control to yield control, there have been two or more reported crashes in the previous 12 months that are susceptible to correction by the installation of a YIELD sign. For changing from minor road stop control to yield control, there have been two or fewer reported crashes in the previous 12 months. The angle of intersection is between 90 and 75 degrees. The functional classification of the intersecting streets is either the intersection of two local streets or the intersection of a local street with a collector street. On low-volume rural roads if engineering judgment indicates that a YIELD sign would provide adequate control. On an approach to an intersection where the only permissible movement is a right-turn movement with an intersection geometry similar to a channelized right-turn lane or an approach to a roundabout. Based on a preliminary review of the criteria for a yield sign the following action is recommended: UNITED CITY OF YORKVILLE TWO-WAY YIELD PRELIMINARY ENGINEERING EVALUATION* Intersection sight distance is adequate on the approaches to be controlled by YIELD signs. All approaches to the intersection are a single lane and there are no separate turn lanes. I. Yield control should be considered when engineering judgment indicates that all of the following conditions exist: One of the following crash-related criteria applies: Facing the entering roadway for a merge-type movement if engineering judgment indicates that control is needed because acceleration geometry and/or sight distance is not adequate for merging traffic operation. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection averages less than 1,800 units per day or 140 units in the peak hour. II. YIELD signs may be installed at an intersection when any of the following conditions apply: At the second intersection of a divided highway crossing or median break functioning as two separate intersections. In this case, a YIELD sign may be installed at the entrance to the second intersection. For a channelized turn lane that is separated from the adjacent travel lanes by an island, even if the adjacent lanes at the intersection are controlled by a highway traffic control signal or by a STOP sign. At an intersection where a special problem exists and where engineering judgment indicates the problem to be susceptible to correction by the use of the YIELD sign. * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition Section 2B.06-2B.10 Updated 10/11/2024 Page 21 Location: Berrywood Lane and Lehman Crossing (#2) Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Standard: YIELD or STOP signs shall not be used for speed control. Criteria Met Criteria** Yes Additional Study Required No A. B. 1. 2. C. D. Criteria are clearly met recommending installation of stop signs on the minor legs of Lehman Crossing. The north-south crosswalk on the west leg of the intersection should be striped in accordance with IDOT’s Standard “Bicycle & Equestrian” Crosswalk Markings. Criteria are not clearly met at this time - no further action recommended. Criteria may or may not be met - additional engineering study required. By:Gabriel Braboy, P.E.Date:4/7/2025 Senior Project Engineer I Title By:Date: Title UNITED CITY OF YORKVILLE TWO-WAY STOP PRELIMINARY ENGINEERING EVALUATION* I. Stop control on the minor-road approach or approaches to an intersection should be considered when engineering A restricted view exists that requires road users to stop in order to adequately observe conflicting traffic on the through street or highway. Based on a preliminary review of the criteria for a 2-way stop sign the following action is recommended: judgment indicates that one or more of the following conditions exist: Crash records indicate that: For a four-leg intersection, there are three or more reported crashes in a 12-month period or six or more reported crashes in a 36-month period. The crashes should be susceptible to correction by installation of minor-road stop control. For a three-leg intersection, there are three or more reported crashes in a 12-month period or five or more reported crashes in a 36-month period. The crashes should be susceptible to correction by installation of minor-road stop control. The intersection is of a lower functional classification road with a higher functional classification road. Conditions that previously supported the installation of all-way stop control no longer exist. * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition Section 2B.06, 2B.11 Updated 10/11/2024 Page 22 Location: Berrywood Lane and Lehman Crossing (#2) Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Guidance: The decision to establish all-way stop control at an unsignalized intersection should be based on an engineering study. Standard: YIELD or STOP signs shall not be used for speed control. Standard: The satisfaction of an all-way stop control warrant or warrants shall not in itself require the installation of all-way stop control at an unsignalized intersection. Criteria Met Criteria** Yes Additional Study Required No A.Crash Experience: 1. 2. B.Sight Distance: 1. C.Transition to Signal Control or Transition to Yield Control at a Circular Intersection: 1. D.8-Hour Volume: (Any Major-Street Speed) 1. 2. (85th Percentile Major-Street Speed > 40 mph) 1. 2. E.Other Factors: 1. 2. 3. Criteria are clearly met recommending installation of a multi-way stop. Criteria are not clearly met at this time - no further action recommended. Criteria may or may not be met - additional engineering study required. By:Gabriel Braboy, P.E.Date:4/7/2025 Senior Project Engineer I Title By:Date: Title Based on a preliminary review of the criteria for a multi-way stop sign the following action is recommended: For a four-leg intersection,there are five or more reported crashes in a 12-month period or six or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. At locations where all-way stop control is an interim measure that can be installed to control traffic while arrangements are being made for the installation of a traffic control signal at the intersection or for the installation of yield control at a circular intersection. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the major-street approaches is at least 300 units per hour for each of any 8 hours of a typical day; and The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minor-street approaches is at least 200 units per hour for each of any of the same 8 hours. The need to control left-turn conflicts. For a three-leg intersection, there are four or more reported crashes in a 12-month period or five or more reported crashes in a 36-month period that were of a type susceptible to correction by the installation of all-way stop control. An engineering study indicates that sight distance on the minor-road approaches controlled by a STOP sign is not adequate for a vehicle to turn onto or cross the major (uncontrolled) road. At such a location, the road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where all-way stop control would improve traffic operational characteristics of the intersection. Where pedestrian and/or bicyclist movements support the installation of all-way stop control. PRELIMINARY ENGINEERING EVALUATION* MULTI-WAY STOP UNITED CITY OF YORKVILLE The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the minor-street approaches is at least 140 units per hour for each of any of the same 8 hours. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection from the major-street approaches is at least 210 units per hour for each of any 8 hours of a typical day; and * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition Section 2B.12-2B.17 Updated 10/11/2024 Page 23 Page 24 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – BERRYWOOD LANE AND LEHMAN CROSSING BERRYWOOD LANE EASTBOUND APPROACH FACING EAST BERRYWOOD LANE EASTBOUND APPROACH FACING NORTH Page 25 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – BERRYWOOD LANE AND LEHMAN CROSSING BERRYWOOD LANE EASTBOUND APPROACH FACING SOUTH LEHMAN CROSSING NORTHBOUND APPROACH FACING NORTH Page 26 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – BERRYWOOD LANE AND LEHMAN CROSSING LEHMAN CROSSING NORTHBOUND APPROACH FACING WEST LEHMAN CROSSING NORTHBOUND APPROACH FACING EAST Page 27 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – BERRYWOOD LANE AND LEHMAN CROSSING BERRYWOOD LANE WESTBOUND APPROACH FACING WEST BERRYWOOD LANE WESTBOUND APPROACH FACING SOUTH Page 28 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – BERRYWOOD LANE AND LEHMAN CROSSING BERRYWOOD LANE WESTBOUND APPROACH FACING NORTH LEHMAN CROSSING SOUTHBOUND APPROACH FACING SOUTH Page 29 ENGINEERING ENTERPRISES, INC. 52 Wheeler Road, Sugar Grove, IL 60554 Ph: 630.466.6700 • Fx: 630.466.6701 www.eeiweb.com OUTSTANDING SERVICE • EVERY CLIENT • EVERY DAY INTERSECTION SIGHT ANALYSIS – BERRYWOOD LANE AND LEHMAN CROSSING LEHMAN CROSSING SOUTHBOUND APPROACH FACING WEST LEHMAN CROSSING SOUTHBOUND APPROACH FACING EAST Page 30 UNITED CITY OF YORKVILLE CRASH REPORT CORRESPONDENCE Page 31 From:Kendall Harris To:Gabe Braboy Cc:Kirsten Balog Subject:RE: United City of Yorkville Crash Reports Date:Friday, April 4, 2025 1:35:42 PM Attachments:image003.png image004.png image005.png image006.png EXTERNAL SENDER: This email originated outside of EEI. Do not click links, open attachments, or respond if it appears to be suspicious. Good afternoon, After a search of our records I wasn’t able to find any reported accidents at those intersections from 2022 to current. Intersections were searched both as listed and reversed. There was one old accident from 2010 at Berrywood and Lehman but that was it. Let me know if you have any questions and have a great weekend. Thank you, Kendall Harris Records Clerk/FOIA Officer Yorkville Police Dept. 651 Prairie Pointe Drive Yorkville, IL 60560 630-553-4340 From: Gabe Braboy <GBraboy@eeiweb.com> Sent: Thursday, April 3, 2025 9:11 AM To: PoliceFOIA <PoliceFOIA@yorkville.il.us> Cc: YPD Records <YPDRecords@yorkville.il.us>; Kirsten Balog <kbalog@yorkville.il.us>; Kendall Harris <kharris@yorkville.il.us> Subject: United City of Yorkville Crash Reports Good Morning, I am working on an analysis for the City for the installation possible stop sign(s). I was wondering if you could provide me crash reports for the time span of the last 3 years (2025, 2024, 2023, 2022) for the following locations in Grande Reserve: Page 32 Constitution Way and Grande Trail Berrywood Lane and Lehman Crossing I am hoping to have this information by Wednesday, April 9th if possible. Thank you, and please let me know if you have any questions. GABRIEL​​​​ BRABOY , PE Senior Project Engineer I GBraboy@eeiweb.com Direct: 630.466.6735 / Cell: 815.993.8566 / Main: 630.466.6700 52 Wheeler Rd, Sugar Grove , IL 60554 eeiweb.com This message may contain confidential information and is intended only for the original recipient. The views or opinions presented in this message are solely those of the sender and do not necessarily represent those of the company, unless specifically stated. If you are not the intended recipient you should not disseminate, distribute or copy this message. If verification is required please request a hard-copy version. Engineering Enterprises, Incorporated 52 Wheeler Road, Sugar Grove, IL., 60554 Warning: This message was scanned for viruses, vandals and malicious content. However, we cannot guarantee that the integrity of this e-mail has been maintained in transmission and do not accept responsibility for the consequences of any virus contamination. Page 33 MUTCD Intersection Control Guidelines Page 34 The governing entity on traffic control signage and right-of-way intersection control is the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD). The 11th Edition of the Manual, updated in December 2023, provides the following guidance when considering intersection control at unsignalized intersections: Guidance: The type of traffic control used at an unsignalized intersection should be the least restrictive that provides appropriate levels of safety and efficiency for all road users. Guidance: A. When selecting a form of intersection control, the following factors should be considered: a. Motor vehicle, bicycle, and pedestrian traffic volumes on all approaches; where the term units/day or units/hour is indicated, it should be the total of motor vehicle, bicycle, and pedestrian volume; B. Driver yielding behavior with regard to all modes of conflicting traffic, including bicyclists and pedestrians; C. Number and angle of approaches; D. Approach speeds; E. Sight distance available on each approach; F. Reported crash experience; and G. The presence of a grade crossing near the intersection. Standard: YIELD or STOP signs shall not be used for speed control. Section 2B.10 of the MUTCD details the following for the installation of yield control at an intersection: Guidance: At intersections where a full stop is not necessary at all times, consideration should first be given to using less restrictive measures such as YIELD signs. Yield control should be considered when engineering judgment indicates that all of the following conditions exist: A. Intersection sight distance is adequate on the approaches to be controlled by YIELD signs. B. All approaches to the intersection are a single lane and there are no separate turn lanes. C. One of the following crash-related criteria applies: D. For changing from no intersection control to yield control, there have been two or more reported crashes in the previous 12 months that are susceptible to correction by the installation of a YIELD sign. E. For changing from minor road stop control to yield control, there have been two or fewer reported crashes in the previous 12 months. F. The combined motor vehicle, bicycle, and pedestrian volume entering the intersection averages less than 1,800 units per day or 140 units in the peak hour. G. The angle of intersection is between 90 and 75 degrees. H. The functional classification of the intersecting streets is either the intersection of two local streets or the intersection of a local street with a collector street. Page 35 Option: YIELD signs may be installed at an intersection when any of the following conditions apply: A. At the second intersection of a divided highway crossing or median break functioning as two separate intersections (see Figure 2B-19). In this case, a YIELD sign may be installed at the entrance to the second intersection. B. For a channelized turn lane that is separated from the adjacent travel lanes by an island, even if the adjacent lanes at the intersection are controlled by a highway traffic control signal or by a STOP sign. C. At an intersection where a special problem exists and where engineering judgment indicates the problem to be susceptible to correction by the use of the YIELD sign. D. Facing the entering roadway for a merge-type movement if engineering judgment indicates that control is needed because acceleration geometry and/or sight distance is not adequate for merging traffic operation. E. On low-volume rural roads if engineering judgment indicates that a YIELD sign would provide adequate control. F. On an approach to an intersection where the only permissible movement is a right - turn movement with an intersection geometry similar to a channelized right -turn lane or an approach to a roundabout. Section 2B.11 of the MUTCD details the following for the installation of minor road stop control at an intersection: Guidance: Stop control on the minor-road approach or approaches to an intersection should be considered when engineering judgment indicates that one or more of the following conditions exist: A. A restricted view exists that requires road users to stop in order to adequately observe conflicting traffic on the through street or highway. B. Crash records indicate that: 1. For a four-leg intersection, there are three or more reported crashes in a 12- month period or six or more reported crashes in a 36-month period. The crashes should be susceptible to correction by installation of minor-road stop control. 2. For a three-leg intersection, there are three or more reported crashes in a 12- month period or five or more reported crashes in a 36-month period. The crashes should be susceptible to correction by installation of minor-road stop control. C. The intersection is of a lower functional classification road with a higher functional classification road. D. Conditions that previously supported the installation of all-way stop control no longer exist. On low-volume rural roads, a STOP sign should be considered at an intersection where engineering judgment indicates that Item C in Paragraph 1 of this Section is applicable or where the intersection has inadequate sight distance for the operating vehicle speeds. Section 2B.12 of the MUTCD details the following for the installation of an All-Way Stop Control intersection: Page 36 Support: The provisions in the following sections describe warrants for the recommended engineering study to determine all-way stop control. Warrants are not a substitute for engineering judgment. The fact that a warrant for a particular traffic control device is met is not conclusive justification to install or not install all-way stop control. Because each intersection will have unique characteristics that affect its operational performance or safety, it is the engineering study for a given intersection that is ultimately the basis for a decision to install or not install all-way stop control. All-way stop controls at intersections with substantially differing approach volumes can reduce the effectiveness of these devices for all roadway users. Guidance: The decision to establish all-way stop control at an unsignalized intersection should be based on an engineering study. The engineering study for all-way stop control should include an analysis of factors related to the existing operation and safety at the intersection, the potential to improve these conditions, and the applicable factors contained in the following all-way stop control warrants: A. All-Way Stop Control Warrant A: Crash Experience (see Section 2B.13) B. All-Way Stop Control Warrant B: Sight Distance (see Section 2B.14) C. All-Way Stop Control Warrant C: Transition to Signal Control or Transition to Yield Control at a Circular Intersection (see Section 2B.15) D. All-Way Stop Control Warrant D: 8-Hour Volume (Vehicles, Pedestrians, Bicycles) (see Section 2B.16) E. All-Way Stop Control Warrant E: Other Factors (see Section 2B.17) Option: The decision to install all-way stop control on site roadways open to public travel may be based on engineering judgment. Standard: The satisfaction of an all-way stop control warrant or warrants shall not in itself require the installation of all-way stop control at an unsignalized intersection. Page 37 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #4 Tracking Number PW 2025-48 Grande Reserve Unit 8 – Performance Guarantee Release Public Works Committee – May 20, 2025 Majority Consideration of Approval Please see the attached memo. Brad Sanderson Engineering Name Department The developer has completed the remaining punch list items from the one-year warranty period. We are now recommending a full release of their remaining performance guarantee bond. The value of the guarantee to be released is $142,665.00. The public improvements were accepted on January 17, 2024. Please let us know if you have any questions. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk Date: April 14th, 2025 Subject: Grande Reserve Unit 8 Resolution No. 2025-____ Page 1 Resolution No. 2025-______ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING THE RELEASE OF A PERFORMANCE GUARANTEE BOND RELATED TO GRANDE RESERVE UNIT 8 WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, Grande Reserve (Chicago) ASLI VI, L.L.L.P., an Illinois limited liability limited partnership (“Developer”) submitted a Performance Guarantee Bond in the amount of $142,665.00 to the City, related to the development of Grande Reserve Unit 8 (the “Project”); and WHEREAS, the Developer has completed the Project and all punch-list items from the Project’s one year warranty period; and WHEREAS, City staff and engineering consultants recommend the release of the Performance Guarantee Bond to the Developer. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Section 1. That the foregoing recitals are hereby incorporated in this Resolution as the findings of the Corporate Authorities. Section 2. That the full Performance Guarantee Bond in the amount of $142,665.00 be released to Grande Reserve (Chicago) ASLI VI, L.L.L.P., as recommended by the City’s engineering consultants, Engineering Enterprises, Inc. Section 3. That this resolution shall be in full force and effect from and after its passage and approval according to law. Resolution No. 2025-____ Page 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ RUSTY CORNEILS _________ RUSTY HYETT _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ MAYOR Attest: ______________________________ CITY CLERK ConstitutionWay EllsworthCtJustice Ct McLellan BlvdD avid Ct Matlock DrFreedomPl G r a n d e Tr l Gr ande Tr lConstitutionWay A n n a M a r i a L n Rehbehn CtBerrywood LnE llsw orth D rLehman CrossingL e w i s S t Heatherwood DrMeadowwood Ln Jeter StPine R idge Dr S W Rickard DrE Rickard DrSeeley St J u s t i c e D r Justice DrEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 / www.eeiweb.con GRANDE RESERVELOCATION MAP DATE:NOVEMBER 2023United City of Yorkville 651 Prairie Pointe Dr. Yorkville, IL 60560 (630) 553-4350 http://www.yorkville.il.us UNIT 8 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS CONSULTING ENGINEERS NO.DATE REVISIONS PROJECT NO.:YO1733 PATH:H:/GIS/PUBLIC/YORKVILLE/2017/FILE: fffää N O R T H Legend Unit 8 Boundary H:\GIS\Public\Yorkville\2017\YO1733\YO1733_ Grande Reserve Unit 8 Best.mxd 600 0 600300 Feet 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #5 Tracking Number PW 2025-49 Bluestem Water Main Improvements – Change Order No. 1 Majority Consideration of Approval Please see the attached memo. Brad Sanderson Engineering Name Department Public Works Committee – May 20, 2025 The purpose of this memo is to present Change Order No. 1 for the above-referenced project. A Change Order, as defined by 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 entered into an agreement with Winninger Excavating, Inc. for the construction of the Blue Stem Water Main Improvements project for a value of $465,646.09 for the above-referenced project. The budgeted amount for the construction is $654,000. Question Presented: Should the City approve Change Order No. 1 which would increase the contract amount by $177,037.25, to a total contract value of $642,683.34? Discussion: During the development of the original design scope of the project, it was believed that the 8-inch water main from McHugh Road to Prairie Rose Lane needed to be upsized. This was based on information taken from the GIS utility atlas system. However, it has been discovered that the main to be upsized extends to Prairie Meadows Drive (one more block). This means that the scope of the project must be adjusted to upsize the entire length of the water main on Bluestem to a 16-inch water main. The upsizing is necessary due to the Lake Michigan Improvements. The additional one block does not significantly change the scope of the original project. If the additional block was included in the initial design, we would not have anticipated any significant changes in the unit prices. With the addition of the change order, the projected project cost still falls under the $654,000 construction budget. We are recommending approval of the change order. Action Required: Consideration of approval of Change Order No. 1 in the amount of $177,037.25. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Erin Willrett, Assistant City Administrator Rob Fredrickson, Finance Director Jori Behland, City Clerk Date: April 25, 2025 Subject: Bluestem Water Main Improvements Resolution No. 2025-____ Page 1 Resolution No. 2025-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING A CHANGE ORDER RELATING TO THE BLUESTEM WATER MAIN REPLACEMENT PROJECT WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, the City has approved a contract in the amount of $465,646.09 with Winninger Excavating, Inc. (“Winninger”), for a project commonly known as the Bluestem Water Main Replacement Project, the price of which has increased from the original contract amount in the amount of $177,037.25 (the “Change Order”) due to an unforeseen increase in the amount of 8” water main that needs to be upsized to 16” water main; and WHEREAS, all change orders increasing or decreasing the cost of a public contract by at least $25,000 must meet the required findings that circumstances necessitating the change were not reasonably foreseeable at the time the contract was signed; or the change is germane to the original contract as signed; or the Change Order is in the best interest of the City as required by Section 33E-9 of the Illinois Criminal Code (720 ILCS 5/33E-9); and WHEREAS, it has been recommended to the Mayor and City Council (the “Corporate Authorities”) that a Change Order increasing the total contract price to the amount of $642,683.34 was not reasonably foreseeable at the time the contract was signed, as set forth in the proposal from Winninger. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Section 1. The foregoing recitals are hereby incorporated in this Resolution as the findings of the Corporate Authorities. Section 2. The Corporate Authorities hereby find and declare that the Change Order to the Bluestem Water Main Replacement Project contract with Winninger Excavating, Inc., which results in a total increase of $177,037.25, is hereby approved, and the City Administrator is authorized to execute the Change Order as hereinabove identified. Section 3. That this resolution shall be in full force and effect from and after its passage and approval according to law. Resolution No. 2025-____ Page 2 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ RUSTY CORNEILS _________ RUSTY HYETT _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ MAYOR Attest: ______________________________ CITY CLERK G:\Public\Yorkville\2024\YO2420-P LM-Blue Stem Water Main Improvements\Construction\Change Orders and PCOs\Change Order No. 1 CHANGE ORDER Order No. 1 Date: May 20, 2025 Agreement Date: N/A NAME OF PROJECT: Bluestem Water Main Improvements OWNER: United City of Yorkville CONTRACTOR: Winninger Excavating Inc. The following changes are hereby made to the CONTRACT DOCUMENTS: 1. Addition of water main from Prairie Rose Lane to Prairie Meadows Drive $177,037.09 Change of CONTRACT PRICE: Original CONTRACT PRICE: $ 465,646.09 Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S) $ 465,646.09 The CONTRACT PRICE due to this CHANGE ORDER will be (increased)(decreased) by: $ 177,037.25 The new CONTRACT PRICE including this CHANGE ORDER will be $ 642,683.34 Justification: 1) During the development of the original scope of the project, it was believed that the 8- inch water main that is being replaced only extended to Prairie Rose Lane, however, it was discovered that it actually extends to Prairie Meadows Drive. This means that the scope of the project must be adjusted in order to upsize the entire 8-inch length of the water main on Bluestem to 16-inch water main. Change to CONTRACT TIME: The contract time is increased/decreased by 0 days. Requested by: _ Winninger Excavating Inc. Recommended by: Engineering Enterprises, Inc. Accepted by: United City of Yorkville_ ITEM UNIT ADDED UNIT NO.DESCRIPTION UNIT QUANTITY PRICE AMOUNT QUANTITY PRICE AMOUNT 1 WATER MAIN, CLASS 52, WITH POLYETHYLENE WRAP, 16-INCH LF 723 290.00$ 209,670.00$ 350 290.00$ 101,500.00$ 2 WATER MAIN, CLASS 52, WITH POLYETHYLENE WRAP, 8-INCH LF 46 200.00$ 9,200.00$ 40 200.00$ 8,000.00$ 3 CONNECTION TO EXISTING WATER MAIN, 16-INCH EACH 1 8,000.00$ 8,000.00$ 0 8,000.00$ -$ 4 CONNECTION TO EXISTING WATER MAIN, 12-INCH EACH 1 7,100.00$ 7,100.00$ 0 7,100.00$ -$ 5 CONNECTION TO EXISTING WATER MAIN, 8-INCH EACH 1 4,700.00$ 4,700.00$ 2 4,700.00$ 9,400.00$ 6 BUTTERFLY VALVE IN 60" VAULT, 16-INCH EACH 2 11,000.00$ 22,000.00$ 1 11,000.00$ 11,000.00$ 7 GATE VALVE IN 60" VAULT, 8-INCH EACH 1 7,000.00$ 7,000.00$ 0 7,000.00$ -$ 8 VALVE VAULT TO BE ABANDONED EACH 1 750.00$ 750.00$ 1 750.00$ 750.00$ 9 VALVE VAULT TO BE REMOVED EACH 1 750.00$ 750.00$ -1 750.00$ (750.00)$ 10 FIRE HYDRANT ASSEMBLY, WITH AUXILIARY VALVE, 6-INCH MJ EACH 2 12,000.00$ 24,000.00$ 0 12,000.00$ -$ 11 FIRE HYDRANT TO BE REMOVED EACH 2 1,000.00$ 2,000.00$ 0 1,000.00$ -$ 12 DUCTILE IRON FITTINGS LB 3,009 0.01$ 30.09$ 1,225 0.01$ 12.25$ 13 WATER MAIN PROTECTION, PVC C-900, 24-INCH LF 63 100.00$ 6,300.00$ 0 100.00$ -$ 14 WATER SERVICE PIPE, PEX, 1-INCH LF 347 4.00$ 1,388.00$ 200 4.00$ 800.00$ 15 WATER SERVICE CONNECTION, 1-INCH EACH 15 2,500.00$ 37,500.00$ 7 2,500.00$ 17,500.00$ 16 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL TON 20 45.00$ 900.00$ 0 45.00$ -$ 17 SANITARY SEWER SERVICE REPAIR, PVC SDR-26, D-2241, 6-INCH EACH 1 2,000.00$ 2,000.00$ 0 2,000.00$ -$ 18 DISCONNECT AND ABANDON EXISTING WATER MAIN EACH 3 2,000.00$ 6,000.00$ 3 2,000.00$ 6,000.00$ 19 INLET PROTECTION EACH 8 100.00$ 800.00$ 3 100.00$ 300.00$ 20 WATER MAIN TESTING - PRESSURE AND DISINFECTION LS 1 2,500.00$ 2,500.00$ 0 2,500.00$ -$ 21 FOUNDATION MATERIAL CY 30 10.00$ 300.00$ 0 10.00$ -$ 22 EXPLORATORY EXCAVATION EACH 2 500.00$ 1,000.00$ 0 500.00$ -$ 23 HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT SY 28 100.00$ 2,800.00$ 0 100.00$ -$ 24 HOT-MIX ASPHALT PAVEMENT REMOVAL, 4-INCH SY 653 4.00$ 2,612.00$ 175 4.00$ 700.00$ 25 HOT-MIX ASPHALT PAVEMENT REMOVAL, 6-INCH SY 52 13.00$ 676.00$ 0 13.00$ -$ 26 HOT-MIX ASPHALT PAVEMENT PATCH, 4-INCH SY 653 40.00$ 26,120.00$ 175 40.00$ 7,000.00$ 27 HOT-MIX ASPHALT PAVEMENT PATCH, 6-INCH SY 52 125.00$ 6,500.00$ 0 125.00$ -$ 28 PCC SIDEWALK REMOVAL AND REPLACEMENT SF 150 20.00$ 3,000.00$ 325 20.00$ 6,500.00$ 29 COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT LF 180 65.00$ 11,700.00$ 105 65.00$ 6,825.00$ 30 MAILBOX TO BE REMOVED AND RESET EACH 6 200.00$ 1,200.00$ 0 200.00$ -$ 31 RESTORATION SY 410 15.00$ 6,150.00$ 100 15.00$ 1,500.00$ 32 TRAFFIC CONTROL AND PROTECTION LS 1 26,000.00$ 26,000.00$ 0 26,000.00$ -$ 33 ALLOWANCE - ITEMS ORDERED BY THE ENGINEER UNIT 25,000 1.00$ 25,000.00$ 0 1.00$ -$ BASE BID TOTAL (ITEMS 1-33)465,646.09$ 0 177,037.25$ TOTAL 642,683.34$ BASE BID PRAIRIE ROSE LANE TO PRAIRIE MEADOWS DRIVE Resolution No. 2025-42 A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING A BID TO COMPLETE THE BLUESTEM DRIVE WATER MAIN IMPROVEMENTS WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home -rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, the City plans to make certain improvements to the water mains along Bluestein Drive within the City, as illustrated on the Bluestem Dr Water Main Improvements Map, attached hereto as Exhibit A (the "Project"); and WHEREAS, in compliance with all applicable Illinois laws, bids were accepted to complete the Project and a public bid opening was held at 11:00 a.m. on March 4, 2025; and WHEREAS, the City's engineers and staff find that the lowest responsible bidder is Winninger Excavating, Inc., 8845 Schoger Drive, Naperville, IL 60564 ("Winninger"), with a total bid amount of $465,646.09 (the "Project Cost"); and WHEREAS, sufficient funds are available and have been budgeted in the City's Fiscal Year 2026 budget to complete the Project; and WHEREAS, it has been recommended to the Corporate Authorities that the bid by Winninger be accepted. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Section 1. The foregoing recitals are hereby incorporated in this Resolution as the findings of the Corporate Authorities. Section 2. The Corporate Authorities hereby find and declare that a bid by Winninger Resolution No. 2025-42 Page 1 Excavating, Inc., 8845 Schoger Drive, Naperville, IL 60564 to complete the Project at a cost of 465,646.09 is the lowest responsible bid, and therefore accept the bid. Section 3. That this resolution shall be in full force and effect from and after its passage and approval according to law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this 25"' day of March, A.D. 2025. r lu - JWl L ' Y CLERK KEN KOCH AYE DAN TRANSIER AYE ARDEN JOE PLOCHER PRESENT CRAIG SOLING AYE CHRIS FUNKHOUSER AYE MATT MAREK AYE SEAVER TARULIS AYE RUSTY CORNEILS AYE APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this Sday of Yj , A.D. 2025. Attest: wol TJ CLERK MAYOR Resolution No. 2025-42 Page 2 NOTICE OF AWARD TO: Winninger Excavating, Inc. 1211 Deer Street Yorkville, IL 60560 PROJECT Description: Bluestein Water Main Improvements; whichconsists of the installation of approximately 723 feet of 16-inch ductile iron water main 46 feet of 8-inch ductile iron water main curb and sidewalk removal and replacement, and paving improvements. The OWNER has considered the BID submitted by you for the above described WORK in response to its Advertisement for BIDS dated February 11, 2025 and Information for Bidders. You are hereby notified that your BID has been accepted for items in the amount of Four Hundred Sixty Five Thousand Six Hundred Forty Six and 091100 465 646.09 You are required by the Information for Bidders to execute the Agreement and furnish the required CONTRACTOR'S Performance BOND, Payment BOND, and certificates of insurance within ten (10) calendar days from the date of this Notice to you. If you fail to execute said Agreement and to furnish said BONDS within ten (10) days from the date of this Notice, said OWNER will be entitled to consider all your rights arising out of the OWNER'S acceptance of your BID as abandoned and as a forfeiture of your BID BOND. The OWNER will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this NOTICE OF AWARD to the OWNER. , / / Dated this Fday v { ofI0 rl/V 4 _ , 20 . By Title The tln'jW dCity of Yorkville Vv caner By Title Mayor ACCEPTANCE OF NOTICE Receipt of the above NOTICE OF AWARD is hereby acknowledged by is day of , 20 NA- 01 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #6 Tracking Number PW 2025-50 South Receiving Station Standpipe – Contract Award Public Works Committee – May 20, 2025 Majority Consideration of Contract Notice of Award South Receiving Station Standpipe – Recommendation to Issue Notice of Award Brad Sanderson Engineering Name Department Bids were received, opened, and tabulated for work to be done on the South Receiving Station Standpipe at 1:00 p.m., May 12, 2025. Representatives of contractors bidding the project and our firm were in attendance. A tabulation of the bids is attached for your information and record. This project consists of the design and construction of a 1,500,000-gallon standpipe with a top capacity line at 850 feet, as well as the installation of approximately 330 feet of 16-inch ductile iron water main, site grading, and other site improvements as set forth in the bid documents. In the United States, only six (6) contractors specialize in elevated tank construction. Of those, just two firms - CBI Storage Solutions, LLC (CBI) and Caldwell Tanks (Caldwell) - construct standpipes of this scale. Both were engaged during the bidding process, attended the pre-bid meeting, and submitted questions throughout. Although two bids were expected, only one bid was received on the day of opening - from CBI, in the amount of $6,578,339.60. The City’s budget for this project was $5.85M. Following the bid opening, Caldwell indicated they chose not to submit a bid primarily due to concerns with the site’s soil conditions. These conditions would require a significantly larger mat foundation, potentially exceeding 100 feet in diameter, which raised engineering concerns within their team. Additionally, given the current competitive market, Caldwell is able to be selective in choosing projects. Their decision not to bid came after reviewing the foundation data, which was shared after the bid opening. After understanding the rationale for Caldwell not bidding, research was completed to understand the reasoning behind the increase in cost over our budget which was updated in December 2024 as well as to confirm that CBI felt confident in the soils and foundation design. Below are the major reasons for the cost increase: 1) Steel Cost: Plate steel costs have increased by over 25% since the budget estimate was prepared. 2) Foundation: Due to the soil conditions, CBI opted for a deep foundation using piles rather than a shallower mat foundation, resulting in higher costs. 3) Warranty: While the budget assumed a one-year warranty, the bid documents required a three-year warranty to cover the anticipated operational timeline for Lake Michigan Water integration. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Rob Fredrickson, Finance Director Date: May 12, 2025 Subject: South Receiving Station Standpipe 4) Cost increase in utilities and site work: CBI subcontracts this work and indicated that they seek at least three bids per trade. However, these costs have risen significantly. 5) Market Conditions: The market is experiencing increased demand for tank construction, with fewer qualified contractors available. This limited competition is contributing to higher bid prices. The City has several potential options moving forward including, but not limited to, the following: 1. Award the Bid As-Is and allow for City staff and EEI to collaborate with CBI on value engineering opportunities. Then, City staff and EEI can negotiate change orders with CBI following project award. 2. Defer the Decision until the next Public Works Committee meeting in June to allow time for EEI to solicit value engineering cost reductions from CBI before making a final recommendation. Our concern with this is that any potential delay in schedule could jeopardize the current completion date of the end of 2027. 3. Reject All Bids and Rebid with a deep foundation and potentially remove certain utility/site work elements. These items could be reallocated to other projects that may attract more competitive bids. Our concern about this is that it is likely that we still will only receive one bid and it is possible that the amount will be higher. In addition, this will probably push the schedule for a completion date in fall/winter of 2028. The current schedule calls for completion at the end of 2027, which aligns with the DWC timeline. This project is intended to be funded through a combination of Water Infrastructure Finance and Innovation Act (WIFIA), and local funds. Lastly, the land on which this tank is to be built has not been formally purchased. The owner has agreed on a price and City’s land acquisition specialist is working on the final paperwork. The contract award, would have to be contingent upon the City purchasing the property. We request formal direction from the Public Works Committee on how to proceed. Please let us know if you have any questions or need additional information. BID TABULATION BIDS RECD 5/12/2025 ITEM UNIT NO.DESCRIPTION UNIT QUANTITY PRICE AMOUNT 1 TREE REMOVAL (6 TO 15 UNITS DIAMETER)UNIT 100 48.90$ 4,890.00$ 2 TREE REMOVAL (OVER 15 UNITS DIAMETER)UNIT 100 73.30$ 7,330.00$ 3 TEMPORARY FENCE FOOT 1,730 6.70$ 11,591.00$ 4 PERIMETER EROSION BARRIER FOOT 3,450 4.60$ 15,870.00$ 5 AGGREGATE DITCH CHECKS TONS 70 216.70$ 15,169.00$ 6 STABILIZED CONSTRUCTION ENTRANCE SQYD 120 122.20$ 14,664.00$ 7 EROSION CONTROL BLANKET SQYD 19,510 2.60$ 50,726.00$ 8 TEMPORARY SEEDING ACRE 4 4,138.90$ 16,555.60$ 9 TOPSOIL EXCAVATION CUYD 3,300 23.60$ 77,880.00$ 10 EARTH EXCAVATION (SITEWORK ONLY)CUYD 5,010 23.40$ 117,234.00$ 11 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIALS CUYD 100 92.50$ 9,250.00$ 12 AGGREGATE SUBGRADE IMPROVEMENT CUYD 100 124.80$ 12,480.00$ 13 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 1 TONS 300 89.30$ 26,790.00$ 14 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL - TYPE 2 TONS 300 37.70$ 11,310.00$ 15 GEOTEXTILE FABRIC SQYD 2,600 3.80$ 9,880.00$ 16 AGGREGATE SUBGRADE IMPROVEMENT 12-INCH SQYD 2,300 33.40$ 76,820.00$ 17 FOUNDATION MATERIAL CUYD 150 193.20$ 28,980.00$ 18 WATER MAIN, D.I.P., CLASS 54, WITH POLYETHYLENE WRAP, 16-INCH FOOT 180 316.70$ 57,006.00$ 19 WATER MAIN, D.I.P., CLASS 52, WITH POLYETHYLENE WRAP, 16-INCH FOOT 150 290.00$ 43,500.00$ 20 DUCTILE IRON FITTINGS POUND 1,600 18.70$ 29,920.00$ Plainfield, IL 60554 14105 S. Route 59 CB&I Storage Tank Solutions BID TABULATION SOUTH RECEIVING STATION STANDPIPE UNITED CITY OF YORKVILLE ENGINEERING ENTERPRISES, INC. CONSULTING ENGINEERS BID TABULATION BIDS RECD 5/12/2025 ITEM UNIT NO.DESCRIPTION UNIT QUANTITY PRICE AMOUNT Plainfield, IL 60554 14105 S. Route 59 CB&I Storage Tank Solutions BID TABULATION SOUTH RECEIVING STATION STANDPIPE UNITED CITY OF YORKVILLE 21 FIELD LOK GASKET, 16"EACH 12 677.80$ 8,133.60$ 22 BUTTERFLY VALVE AND VALVE VAULT, 16" VALVE IN 60" VAULT EACH 2 38,472.20$ 76,944.40$ 23 FIRE HYDRANT ASSEMBLY, WITH AUXILIARY VALVE, 6-INCH MJ EACH 3 23,594.40$ 70,783.20$ 24 WATER MAIN TESTING - PRESSURE AND DISINFECTION LSUM 1 1,166.70$ 1,166.70$ 25 SPLASH PAD EACH 1 2,055.60$ 2,055.60$ 26 STONE RIPRAP, CLASS A3 SQYD 15 229.10$ 3,436.50$ 27 PORTLAND CEMENT CONCRETE SIDEWALK 6-INCH SQFT 350 20.60$ 7,210.00$ 28 QUAZITE HANDHOLE EACH 3 11,361.10$ 34,083.30$ 29 RIGID CONDUIT, 2" DIA. GALVANIZED FOOT 145 348.80$ 50,576.00$ 30 HIGH SPEED SCADA ANTENNA INSTALLATION COMPLETE EACH 1 5,992.00$ 5,992.00$ 31 CCTV COMMUNICATIONS ANTENNA INSTALLATION COMPLETE EACH 1 5,992.00$ 5,992.00$ 32 STANDPIPE WATER STORAGE TANK - 1,500,000 GALLON CYLINDRICAL WITH ARCHITECTURAL PILASTERS AND ROOF INCLUDING DESIGN AND CONSTRUCTION LSUM 1 4,886,367.70$ 4,886,367.70$ 33 TESTING AND DISINFECTION FOR FINAL COMPLETION LSUM 1 5,556.00$ 5,556.00$ 34 EXTERIOR PAINTING, COMPLETE LSUM 1 329,433.00$ 329,433.00$ 35 INTERIOR PAINTING, COMPLETE (WET AREA)LSUM 1 252,222.00$ 252,222.00$ 36 INTERIOR PAINTING, COMPLETE (DRY AREA)LSUM 1 89,431.00$ 89,431.00$ 37 LETTERING AND LOGO LSUM 1 11,111.00$ 11,111.00$ 38 ALLOWANCE - ITEMS ORDERED BY THE ENGINEER UNIT 100,000 1.00$ 100,000.00$ TOTAL (Items 1-38)6,578,339.60$ Highlighted box indicates updated total from bid. ENGINEERING ENTERPRISES, INC. CONSULTING ENGINEERS Page 1 of 1 BID TABULATION CB&I Storage Tank Solutions BIDS RECEIVED 1:00 P.M. 05/12/25 14105 S. Route 59 Plainfield, IL 60554 TOTAL BID $6,578,339.60 ADDENDUM #1 X ADDENDUM #2 X ADDENDUM #3 X ADDENDUM #4 X BID BOND X SIGNED BID X ATTENDED PRE-BID MEETING X BID SUMMARY SOUTH RECEIVING STATION STANDPIPE UNITED CITY OF YORKVILLE ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #7 Tracking Number PW 2025-51 South Receiving Station Standpipe Construction Engineering Agreement Public Works Committee – May 20, 2025 Majority Approval Please see the attached memo. Eric Dhuse Public Works Name Department Summary A proposed Professional Services Agreement from EEI for the construction engineering for the south receiving station standpipe. Background This 1.5-million-gallon standpipe will be located on Rt. 126 just to the southeast of Rt. 71. The standpipe will be on the same parcel as the receiving station and will help distribute water evenly across the town. This will also help us achieve our DWC mandate of having 2 times the storage as our average day water use. EEI is proposing an hourly rate professional service agreement in the amount of $394,744 to perform construction engineering services on this project. The services proposed would get us from the pre-construction meeting through the one-year warranty inspection. EEI would provide shop review for all shop drawings, construction oversight, IEPA coordination, and preparation of all O & M manuals and warranties. There is $280,000 budgeted in FY 26 for this project, and an additional $120,000 in FY27 for a total $400,000. Recommendation Staff recommends approval of this professional service agreement with EEI in the amount of $394,744. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: April 29, 2025 Subject: South Receiving Station Standpipe – Const. Eng. Agreement Resolution No. 2025-____ Page 1 Resolution No. 2025-_____ RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING AN ENGINEERING AGREEMENT WITH ENGINEERING ENTERPRISES, INC. WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City") is a non- home rule municipality duly organized and validly existing in accordance with the Constitution of the State of Illinois and the laws of this State; and WHEREAS, the City’s Public Works Department plans to construct a 1.5-million-gallon standpipe at 8621 IL Route 126 for the future South Receiving Station, including site grading and connection water main (the “Project”); and WHEREAS, completion of the Project will require engineering services conducted by an outside engineering firm; and WHEREAS, Engineering Enterprises, Inc., of Sugar Grove, Illinois (“EEI”), has prepared an agreement between EEI and the City for engineering services related to the Project (the “Agreement”), said Agreement being attached hereto as Exhibit A; and WHEREAS, EEI has provided engineering services for various projects completed by the City, and the City administration has found that EEI is a qualified and experienced engineering firm; and WHEREAS, the City administration recommends approval of the Agreement. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council (the “Corporate Authorities”) of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The foregoing recitals are hereby incorporated in this Resolution as the findings of the Corporate Authorities. Section 2. The Mayor and City Clerk are hereby authorized to execute an Agreement Resolution No. 2025-____ Page 2 for Professional Services – South Receiving Station Standpipe (Construction), attached hereto as Exhibit A. Section 3. This Resolution shall be in full force and effect from and after its passage and approval according to law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ RUSTY CORNEILS _________ RUSTY HYETT _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ MAYOR Attest: ___________________________________ City Clerk SOUTH RECEIVING STATION UNITED CITY OF YORKVILLE STANDPIPE (CONSTRUCTION) PAGE 1 Agreement for Professional Services South Receiving Station Standpipe (Construction) United City of Yorkville THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as the "Contractor" or “ENGINEER” agrees as follows: A. Services: The ENGINEER shall furnish the necessary personnel, materials, equipment and expertise to provide construction administration, coordination, layout, and inspection and to complete all necessary engineering services to the City as indicated on the included Attachment B. Services to be provided include all professional engineering services for the construction of a new elevated water storage tank. All Engineering will be in accordance with all City, Standards for Sewer and Water Main Construction in Illinois and Illinois Department of Transportation requirements. B. Term: Services will be provided beginning on the date of execution of this agreement and continuing, until terminated by either party upon 7 days written notice to the non- terminating party or upon completion of the Services. Upon termination the ENGINEER shall be compensated for all work performed for the City prior to termination. C. Compensation and maximum amounts due to ENGINEER: ENGINEER shall receive as compensation for all work and services to be performed herein an amount based on the Estimate of Level of Effort and Associated Cost included in Attachment C and associated Scope of Work included as Attachment B. Construction Engineering will be paid for on an hourly or actual basis in a not to exceed amount of $394,744. The hourly rates for this project are shown in the attached 2025 Standard Schedule of Charges. All payments will be made accordingly to the Illinois State Prompt Payment Act and not less than once every thirty days. D. Changes in Rates of Compensation: In the event that this contract is designated in Section B hereof as an Ongoing Contract, ENGINEER, on or before February 1st of any given year, shall provide written notice of any change in the rates specified in Section C hereof (or on any attachments hereto) and said changes shall only be effective on and after May 1st of that same year. SOUTH RECEIVING STATION UNITED CITY OF YORKVILLE STANDPIPE (CONSTRUCTION) PAGE 2 E. Ownership of Records and Documents: ENGINEER agrees that all books and records and other recorded information developed specifically in connection with this agreement shall remain the property of the City. ENGINEER agrees to keep such information confidential and not to disclose or disseminate the information to third parties without the consent of the City. This confidentiality shall not apply to material or information, which would otherwise be subject to public disclosure through the freedom of information act or if already previously disclosed by a third party. Upon termination of this agreement, ENGINEER agrees to return all such materials to the City. The City agrees not to modify any original documents produced by ENGINEER without ENGINEER’S consent. Modifications of any signed duplicate original document not authorized by ENGINEER will be at OWNER’s sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned document will, likewise, be at the OWNER’s sole risk and without legal liability to the ENGINEER. F. Governing Law: This contract shall be governed and construed in accordance with the laws of the State of Illinois. Venue shall be in Kendall County, Illinois. G. Independent Contractor: ENGINEER shall have sole control over the manner and means of providing the work and services performed under this agreement. The City’s relationship to the ENGINEER under this agreement shall be that of an independent contractor. ENGINEER will not be considered an employee to the City for any purpose. H. Certifications: Employment Status: The ENGINEER certifies that if any of its personnel are an employee of the State of Illinois, they have permission from their employer to perform the service. Anti-Bribery: The ENGINEER certifies it is not barred under 30 Illinois Compiled Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of bribery or attempted bribery of an officer or employee of the State of Illinois or any other state. Loan Default: If the ENGINEER is an individual, the ENGINEER certifies that he/she is not in default for a period of six months or more in an amount of $600 or more on the repayment of any educational loan guaranteed by the Illinois State Scholarship Commission made by an Illinois institution of higher education or any other loan made from public funds for the purpose of financing higher education (5 ILCS 385/3). Felony Certification: The ENGINEER certifies that it is not barred pursuant to 30 Illinois Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any agency as a result of being convicted of a felony. SOUTH RECEIVING STATION UNITED CITY OF YORKVILLE STANDPIPE (CONSTRUCTION) PAGE 3 Barred from Contracting: The ENGINEER certifies that it has not been barred from contracting as a result of a conviction for bid-rigging or bid rotating under 720 Illinois Compiled Statutes 5/33E or similar law of another state. Drug Free Workplace: The ENGINEER certifies that it is in compliance with the Drug Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this contract. The Drug Free Workplace Act requires, in part, that ENGINEERS, with 25 or more employees certify and agree to take steps to ensure a drug free workplace by informing employees of the dangers of drug abuse, of the availability of any treatment or assistance program, of prohibited activities and of sanctions that will be imposed for violations; and that individuals with contracts certify that they will not engage in the manufacture, distribution, dispensation, possession, or use of a controlled substance in the performance of the contract. Non-Discrimination, Certification, and Equal Employment Opportunity: The ENGINEER agrees to comply with applicable provisions of the Illinois Human Rights Act (775 Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilities Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights Rules is specifically incorporated herein. The ENGINEER shall comply with Executive Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order 11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R. Chapter 60). The ENGINEER agrees to incorporate this clause into all subcontracts under this Contract. International Boycott: The ENGINEER certifies that neither it nor any substantially owned affiliated company is participating or shall participate in an international boycott in violation of the provisions of the U.S. Export Administration Act of 1979 or the regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS 582). Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires the ENGINEER (and any subcontractors) to maintain, for a period of 3 years after the later of the date of completion of this Contract or the date of final payment under the Contract, all books and records relating to the performance of the Contract and necessary to support amounts charged to the City under the Contract. The Contract and all books and records related to the Contract shall be available for review and audit by the City and the Illinois Auditor General. If this Contract is funded from contract/grant funds provided by the U.S. Government, the Contract, books, and records shall be available for review and audit by the Comptroller General of the U.S. and/or the Inspector General of the federal sponsoring agency. The ENGINEER agrees to cooperate fully with any audit and to provide full access to all relevant materials. SOUTH RECEIVING STATION UNITED CITY OF YORKVILLE STANDPIPE (CONSTRUCTION) PAGE 4 United States Resident Certification: (This certification must be included in all contracts involving personal services by non-resident aliens and foreign entities in accordance with requirements imposed by the Internal Revenue Services for withholding and reporting federal income taxes.) The ENGINEER certifies that he/she is a: x United States Citizen ___ Resident Alien ___ Non-Resident Alien The Internal Revenue Service requires that taxes be withheld on payments made to non resident aliens for the performance of personal services at the rate of 30%. Tax Payer Certification : Under penalties of perjury, the ENGINEER certifies that its Federal Tax Payer Identification Number or Social Security Number is (provided separately) and is doing business as a (check one): ___ Individual ___ Real Estate Agent ___ Sole Proprietorship ___ Government Entity ___ Partnership ___ Tax Exempt Organization (IRC 501(a) only) x Corporation ___ Not for Profit Corporation ___ Trust or Estate ___ Medical and Health Care Services Provider Corp. I. Indemnification: ENGINEER shall indemnify and hold harmless the City and City’s agents, servants, and employees against all loss, damage, and expense which it may sustain or for which it will become liable on account of injury to or death of persons, or on account of damage to or destruction of property resulting from the performance of work under this agreement by ENGINEER or its Subcontractors, or due to or arising in any manner from the wrongful act or negligence of ENGINEER or its Subcontractors of any employee of any of them. In the event that the either party shall bring any suit, cause of action or counterclaim against the other party, the non-prevailing party shall pay to the prevailing party the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the either party indemnify any other party for the consequences of that party’s negligence, including failure to follow the ENGINEER’s recommendations. J. Insurance: The ENGINEER agrees that it has either attached a copy of all required insurance certificates or that said insurance is not required due to the nature and extent of the types of services rendered hereunder. (Not applicable as having been previously supplied) K. Additional Terms or Modification: The terms of this agreement shall be further modified as provided on the attached Exhibits. Except for those terms included on the Exhibits, no additional terms are included as a part of this agreement. All prior understandings and agreements between the parties are merged into this agreement, and this agreement may not be modified orally or in any manner other than by an agreement in writing signed by both parties. In the event that any provisions of this agreement shall be held to be invalid or unenforceable, the SOUTH RECEIVING STATION UNITED CITY OF YORKVILLE STANDPIPE (CONSTRUCTION) PAGE 5 remaining provisions shall be valid and binding on the parties. The list of Attachments are as follows: Attachment A: Standard Terms and Conditions Attachment B: Scope of Services Attachment C: Estimated Level of Effort and Associated Cost Attachment D: Anticipated Project Schedule Attachment E: 2025 Standard Schedule of Charges Attachment F: EPA 5700-49 Certification of Debarment Suspension Attachment G: IEPA Contract Requirements Attachment H: Supplemental WIFIA Contract Clauses L. Notices: All notices required to be given under the terms of this agreement shall be given mail, addressed to the parties as follows: For the City: For the ENGINEER: City Administrator and City Clerk Engineering Enterprises, Inc. United City of Yorkville 52 Wheeler Road 651 Prairie Pointe Drive Sugar Grove Illinois 60554 Yorkville, IL 60560 Either of the parties may designate in writing from time-to-time substitute addresses or persons in connection with required notices. Agreed to this ___day of _________, 2025. United City of Yorkville: Engineering Enterprises, Inc.: _________________________________ ________________________________ John Purcell Bradley P. Sanderson Mayor Chief Operating Officer /President _________________________________ ________________________________ Jori Behland Todd Wells City Clerk Project Manager SOUTH RECEIVING STATION UNITED CITY OF YORKVILLE STANDPIPE (CONSTRUCTION) PAGE 1 STANDARD TERMS AND CONDITIONS Attachment A Agreement: These Standard Terms and Conditions, together with the Professional Services Agreement, constitute the entire integrated agreement between the OWNER and Engineering Enterprises, Inc. (EEI) (hereinafter “Agreement”), and take precedence over any other provisions between the Parties. These terms may be amended, but only if both parties consent in writing. However, to the extent that the Scope of Work differs from the Standard Terms and Conditions, the Scope of Work document controls. Standard of Care: In providing services under this Agreement, the ENGINEER will endeavor to perform in a matter consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under same circumstances in the same locality. ENGINEER makes no other warranties, express or implied, written or oral under this Agreement or otherwise, in connection with ENGINEER’S service. Construction Engineering and Inspection: The ENGINEER shall not supervise, direct, control, or have authority over any contractor work, nor have authority over or be responsible for the means, methods, techniques sequences, or procedures of construction selected or used by any contractor, or the safety precautions and programs incident thereto, for security or safety of the site, nor for any failure of a contractor to comply with laws and regulations applicable to such contractor’s furnishing and performing of its work. The ENGINEER neither guarantees the performance of any contractor nor assumes responsibility for contractor’s failure to furnish and perform the work in accordance with the contract documents. The ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor, or supplies, or any of their agents or employees or any other person at the site or otherwise furnishing or performing any work. Shop drawing and submittal review by the ENGINEER shall apply to only the items in the submissions and only for the purpose of assessing if upon installation or incorporation in the project work they are generally consistent with the construction documents.  OWNER agrees that the contractor is solely responsible for the submissions and for compliance with the construction documents.  OWNER further agrees that the ENGINEER’S review and action in relation to these submissions shall not constitute the provision of means, methods, techniques, sequencing or procedures of construction or extend or safety programs or precautions.  The ENGINEER’S consideration of a component does not constitute acceptance of the assembled items. The ENGINEER’S site observation during construction shall be at the times agreed upon in the Project Scope.  Through standard, reasonable means the ENGINEER will become generally familiar with observable completed work.  If the ENGINEER observes completed work that is inconsistent with the construction documents, that information shall be communicated to the contractor and OWNER for them to address. Opinion of Probable Construction Costs: ENGINEER’S opinion of probable construction costs represents ENGINEER’S best and reasonable judgment as a professional engineer. OWNER acknowledges that ENGINEER has no control over construction costs of contractor’s methods of determining pricing, or over competitive bidding by contractors, or of market conditions or changes thereto. ENGINEER cannot and does not guarantee that proposals, bids or actual construction costs will not vary from ENGINEER’S opinion of probable construction costs. Copies of Documents & Electronic Compatibility: Copies of Documents that may be relied upon by OWNER are limited to the printed copies (also known as hard copies) that are signed or sealed by the ENGINEER. Files in electronic media format of text, data, graphics, or of other types that are furnished by ENGINEER to OWNER are only for convenience of OWNER. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. When transferring documents in electronic media format, ENGINEER makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by ENGINEER at the beginning of the project. Changed Conditions: If, during the term of this Agreement, circumstances or conditions that were not originally contemplated by or known to the ENGINEER are revealed, to the extent that they affect the scope of services, compensation, schedule, allocation of risks, or other material terms of this Agreement, the ENGINEER may call for renegotiation of appropriate portions of this Agreement. The ENGINEER shall notify the OWNER of the changed conditions necessitating renegotiation, and the ENGINEER and the OWNER shall promptly and in good faith enter into renegotiation of this Agreement to address the changed conditions. If terms cannot be agreed to, the parties agree that either party has the absolute right to terminate this Agreement, in accordance with the termination provision hereof. Hazardous Conditions: OWNER represents to ENGINEER that to the best of its knowledge no Hazardous Conditions (environmental or otherwise) exist on the project site. If a Hazardous Condition is encountered or alleged, ENGINEER shall have the obligation to notify OWNER and, to the extent of applicable Laws and Regulations, appropriate governmental officials. It is acknowledged by both parties that ENGINEER's scope of services does not include any services related to a Hazardous Condition. In the event ENGINEER or any other party encounters a Hazardous Condition, ENGINEER may, at its option and without liability for consequential or any other damages, suspend performance of services on the portion of the project affected thereby until OWNER: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the Hazardous Condition; and (ii) warrants that the project site is in full compliance with applicable Laws and Regulations. ENGINEER SOUTH RECEIVING STATION UNITED CITY OF YORKVILLE STANDPIPE (CONSTRUCTION) PAGE 2 agrees to cooperate with the OWNER, as necessary, to remediate a Hazardous Condition, but same may result in additional costs to the OWNER. Consequential Damages: Notwithstanding any other provision of this Agreement, and to the fullest extent permitted by law, neither the OWNER nor the ENGINEER, their respective officers, directors, partners, employees, contractors, or subcontractors shall be liable to the other or shall make any claim for any incidental, indirect, or consequential damages arising out of or connected in any way to the Project or to this Agreement. This mutual waiver of consequential damages shall include, but is not limited to, loss of use, loss of profit, loss of business, loss of income, loss of reputation, or any other consequential damages that either party may have incurred from any cause of action including negligence, strict liability, breach of contract, and breach of strict or implied warranty. Both the OWNER and the ENGINEER shall require similar waivers of consequential damages protecting all the entities or persons named herein in all contracts and subcontracts with others involved in this project. Termination: This Agreement may be terminated for convenience, without cause, upon fourteen (14) days written notice of either party. In the event of termination, the ENGINEER shall prepare a final invoice and be due compensation as set forth in the Professional Services Agreement for all costs incurred through the date of termination. Either party may terminate this Agreement for cause upon giving the other party not less than seven (7) calendar days’ written notice for the following reasons: (a) Substantial failure by the other party to comply with or perform in accordance with the terms of the Agreement and through no fault of the terminating party; (b) Assignment of the Agreement or transfer of the project without the prior written consent of the other party; (c) Suspension of the project or the ENGINEER’S services by the OWNER for a period of greater than ninety (90) calendar days, consecutive or in the aggregate. (d) Material changes in the conditions under which this Agreement was entered into, the scope of services or the nature of the project, and the failure of the parties to reach agreement on the compensation and schedule adjustments necessitated by such changes. Payment of Invoices: Invoices are due and payable within 30 days of receipt unless otherwise agreed to in writing. Third Party Beneficiaries: Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the OWNER or the ENGINEER. The ENGINEER’S services under this Agreement are being performed solely and exclusively for the OWNER’S benefit, and no other party or entity shall have any claim against the ENGINEER because of this Agreement or the performance or nonperformance of services hereunder. The OWNER and ENGINEER agree to require a similar provision in all contracts with contractors, subcontractors, vendors and other entities involved in this Project to carry out the intent of this provision. Force Majeure: Each Party shall be excused from the performance of its obligations under this Agreement to the extent that such performance is prevented by force majeure (defined below) and the nonperforming party promptly provides notice of such prevention to the other party. Such excuse shall be continued so long as the condition constituting force majeure continues. The party affected by such force majeure also shall notify the other party of the anticipated duration of such force majeure, any actions being taken to avoid or minimize its effect after such occurrence, and shall take reasonable efforts to remove the condition constituting such force majeure. For purposes of this Agreement, “force majeure” shall include conditions beyond the control of the parties, including an act of God, acts of terrorism, voluntary or involuntary compliance with any regulation, law or order of any government, war, acts of war (whether war be declared or not), labor strike or lock-out, civil commotion, epidemic, failure or default of public utilities or common carriers, destruction of production facilities or materials by fire, earthquake, storm or like catastrophe. The payment of invoices due and owing hereunder shall in no event be delayed by the payer because of a force majeure affecting the payer. Additional Terms or Modification: All prior understandings and agreements between the parties are merged into this Agreement, and this Agreement may not be modified orally or in any manner other than by an Agreement in writing signed by both parties. In the event that any provisions of this Agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. Assignment: Neither party to this Agreement shall transfer or assign any rights or duties under or interest in this Agreement without the prior written consent of the other party. Subcontracting normally contemplated by the ENGINEER shall not be considered an assignment for purposes of this Agreement. Waiver: A party’s waiver of, or the failure or delay in enforcing any provision of this Agreement shall not constitute a waiver of the provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement. Attorney’s Fees: In the event of any action or proceeding brought by either party against the other under this Agreement, the prevailing party shall be entitled to recover from the other all costs and expenses including without limitation the reasonable fees of its attorneys in such action or proceeding, including costs of appeal, if any, in such amount as the Court may adjudge reasonable. Fiduciary Duty: Nothing in this Agreement is intended to create, nor shall it be construed to create, a fiduciary duty owed to either party to the other party. EEI makes no warranty, express or implied, as to its professional services rendered. Headings: The headings used in this Agreement are inserted only as a matter of convenience only, and in no way define, limit, enlarge, modify, explain or define the text thereof nor affect the construction or interpretation of this Agreement. SOUTH RECEIVING STATION UNITED CITY OF YORKVILLE STANDPIPE (CONSTRUCTION) PAGE 1 SCOPE OF SERVICES Attachment B SOUTH RECEIVING STATION STANDPIPE CONSTRUCTION ENGINEERING United City of Yorkville, IL The United City of Yorkville is constructing a 1.5 MG Standpipe on a 4.01-acre site at 8621 IL Route 126 for the future South Receiving Station, including site grading and connection water main. Our scope of services related to this project includes Construction Engineering. Below is a list of work items in more detail: CONSTRUCTION ENGINEERING 3-1 Construction Administration o Precon Meeting (Preparation and Attendance) o Review of Shop Drawings o Obtain/Provide All Construction Documents from Contractor o Prepare and Coordinate Operating Permit from the IEPA o Prepare Pay Estimates o Daily/Weekly Updates to City o Bi-weekly Progress Meetings (Assuming 52 Active Construction Weeks) o On-going Communication/Coordination with Contractor (RFIs) o Review and Delivery of Warranties o Perform Substantial Completion Inspection o Punchlist o Two-Year Anniversary Review & Warranty 3-2 Construction Layout and Record Drawings 3-3 Construction Observation (Assuming 52 Active Construction Weeks) - Construction observation work will range from part-time to full-time efforts depending on the contractor’s work activity and the criticality of the associated work activity. DIRECT EXPENSES/SUB-CONSULTANTS • Mileage • Geotechnical Engineering Services • Electrical Engineering Services This Scope of Work and associated Estimated Level of Effort and Associated Cost (Attachment D) assume a project completion date of November 27, 2026, except for warranty on anniversary review work which would be completed by November 27, 2029. If work extends beyond this completion date, the additional work shall be considered outside the scope of the base contract and will be billed in accordance with the Standard Schedule of Charges. SOUTH RECEIVING STATION UNITED CITY OF YORKVILLE STANDPIPE (CONSTRUCTION) PAGE 2 Furthermore, the above scope for “SOUTH RECEIVING STATION STANDPIPE – CONSTRUCTION ENGINEERING” summarizes the work items that will be completed for this contract. Additional work items, including additional meetings beyond the meetings defined in the above scope shall be considered outside the scope of the base contract and will be billed in accordance with the Standard Schedule of Charges. ATTACHMENT C: ESTIMATE OF LEVEL OF EFFORT AND ASSOCIATED COSTPROFESSIONAL ENGINEERING SERVICES CLIENT PROJECT NUMBER United City of Yorkville YO 2417 PROJECT TITLE DATE PREPARED BY South Receiving Station Standpipe - Construction Engineering ROLE PIC SPM PM SPE II PE PLS CADD ADMIN PERSON BPS MGS TAW MWS AMN JMB KKP DRA RATE $256 $243 $218 $208 $175 $182 $182 $75 3.1 CONSTRUCTION ADMINISTRATION Precon Meeting (Preparation and Attendance)3 6 3 3 15 3,225$ Review of Shop Drawings 8 28 36 6,564$ Obtain/Provide Construction Documents 4 4 8 1,532$ Prepare and Coordinate Operating Permit from IEPA 4 4 8 1,532$ Daily/Weekly Updates to City 13 52 52 117 22,750$ Bi-Weekly Progress Meetings 22 11 22 22 77 16,456$ Communication/Coordination with Contractor (RFIs)8 16 40 8 72 12,672$ Review and Delivery of Warranty 1 1 1 3 601$ Perform Substantial Complete Inspection 2 8 8 18 3,500$ Punchlist 8 16 24 4,464$ Three-Year Anniversary Review and Warranty 8 16 24 4,464$ Task Subtotal:25 - 41 134 194 - - 8 402 77,760$ 3.2 CONSTRUCTION LAYOUT AND RECORD DRAWINGS Office Preparation 4 4 972$ Field Staking 35 35 6,370$ As-Builts 10 10 1,820$ Easement Review and Staking 3 3 546$ Task Subtotal:- 4 - - - 48 - - 52 9,708$ 3.3 CONSTRUCTION OBSERVATION Construction Observation 22 284 1,320 1,626 294,868$ - -$ Task Subtotal:- - 22 284 1,320 - - - 1,626 294,868$ 25 4 63 418 1,514 48 - 8 2,080 382,336 EEI STAFF DIRECT EXPENSES BPS Bradley P. Sanderson, PE Mileage = 3,380$ TAW Todd A. Wells, PE Geotechnical Engineering = 10,000$ MWS Michael W. Schweisthal, PE AMN Adam M. Noon, EI DIRECT EXPENSES =13,380$ MGS Mark G. Scheller, PLS JMB Joshua M. Boatman, PLS LABOR SUMMARY KKP Kristopher K. Pung EEI Labor Expenses = 381,364$ DRA Deborah R. Anderson TOTAL LABOR EXPENSES 381,364$ TOTAL COSTS 394,744$ 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com PROJECT TOTAL: TAW4/25/25 COSTTASK NO.TASK DESCRIPTION HOURS ATTACHMENT D: ESTIMATED SCHEDULE CLIENT PROJECT NUMBER United City of Yorkville YO 2417 PROJECT TITLE DATE PREPARED BY South Receiving Station Standpipe - Construction Engineering TAW JAN FEB MAR APRIL MAY JUNE JULY AUG SEPT OCT NOV DEC CONSTRUCTION ENGINEERING 3.1 Construction Administration 3.2 Construction Layout and Administration 3.3 Construction Observation JAN FEB MAR APRIL MAY JUNE JULY AUG SEPT OCT NOV DEC CONSTRUCTION ENGINEERING 3.1 Construction Administration 3.2 Construction Layout and Administration 3.3 Construction Observation NOTE: The anniversary review and associated warranty work are anticipated to complete in November 2029. 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com TASK NO.TASK DESCRIPTION 4/25/25 2025 TASK NO.TASK DESCRIPTION 2026 EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE Senior Principal E-4 $256.00 Principal E-3 $251.00 Senior Project Manager E-2 $243.00 Project Manager E-1 $218.00 Senior Project Engineer/Surveyor II P-6 $208.00 Senior Project Engineer/Surveyor I P-5 $193.00 Project Engineer/Surveyor P-4 $175.00 Senior Engineer/Surveyor P-3 $161.00 Engineer/Surveyor P-2 $146.00 Associate Engineer/Surveyor P-1 $132.00 Senior Project Technician II T-6 $182.00 Senior Project Technician I T-5 $171.00 Project Technician T-4 $159.00 Senior Technician T-3 $146.00 Technician T-2 $132.00 Associate Technician T-1 $115.00 Engineering/Land Surveying Intern I-1 $ 85.00 Director of Marketing and Business Development M-4 $135.00 Marketing Coordinator M-2 $100.00 Executive Administrative Assistant A-4 $ 80.00 Administrative Assistant A-3 $ 75.00 VEHICLES. DRONE, EXPERT TESTIMONY, REPROGRAPHICS AND DIRECT COSTS* Vehicle for Construction Observation $ 20.00 Unmanned Aircraft System / Unmanned Aerial Vehicle / Drone $235.00 Expert Testimony $290.00 In-House Scanning and Reproduction $0.25/Sq. Ft. (Black & White) $1.00/Sq. Ft. (Color) Reimbursable Expenses (Direct Costs) Cost Services by Others (Direct Costs) Cost + 10% * unless specified otherwise in agreement STANDARD SCHEDULE OF CHARGES ~ JANUARY 1, 2025 United States Environmental Protection Agency Washington, D.C. 20460 Certification Regarding Debarment, Suspension, and Other Responsibility Matters The prospective participant certifies to the best of its knowledge and belief that it and its principals: Are not presently debarred, suspended, proposed for debarment, declared ineligible,(a) or voluntarily excluded from covered transactions by any Federal department or agency; Have not within a three year period preceding this proposal been convicted of or had(b) a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public: (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; Are not presently indicted for or other(c)wise criminally or civilly charged by a government entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1)(b) of this certification; and Have not within a three-year period preceding this application/proposal had one or(d) more public transactions (Federal, State, or local) terminated for cause or default. I understand that a false statement on this certification may be grounds for rejection of this proposal or termination of the award. In addition, under 18 USC Sec. 1001, a false statement may result in a fine of up to $10,000 or imprisonment for up to 5 years, or both. Typed Name and Title of Authorized Representative Signature of Authorized Representative Date I am unable to certify to the above statements. May explanation is attached. EPA FORM 5700-49 (11-88) EPA Project Control Number 4/25/2025 ATTACHMENT G IEPA PROFESSIONAL SERVICES CONTRACT CLAUSES Audit and Access to Records Clause: A. Books, records, documents and other evidence directly pertinent to performance of PWSLP/WPCLP loan work under this agreement shall be maintained in accordance with generally accepted Accounting Principles. The Agency or any of its authorized representatives shall have access to the books, records, documents and other evidence for the purpose of inspection, audit and copying. Facilities shall be provided for access and inspection. B. Audits conducted pursuant to this provision shall be in accordance with auditing standards generally accepted in the United States of America. C. All information and reports resulting from access to records pursuant to the above shall be disclosed to the Agency. The auditing agency shall afford the engineer an opportunity for an audit exit conference and an opportunity to comment on the pertinent portions of the draft audit report. D. The final audit report shall include the written comments, if any, of the audited parties. E. Records shall be maintained and made available during performance of project services under this agreement and for three years after the final loan closing. In addition, those records that relate to any dispute pursuant to the Loan Rules Section 365.650 or Section 662.650 (Disputes) or litigation or the settlement of claims arising out of project performance or costs or items to which an audit exception has been taken, shall be maintained and made available for three years after the resolution of the appeal, litigation, claim or exception. Covenant Against Contingent Fees: The professional services contractor warrants that no person or selling agency has been employed or retained to solicit or secure this contract upon an agreement or understanding for a commission, percentage, brokerage, or contingent fee, excepting bonafide employees. For breach or violation of this warranty, the loan recipient shall have the right to annul this agreement without liability or in its discretion to deduct from the contract price or consideration or otherwise recover, the full amount of such commission, percentage, brokerage, or contingent fee. Certification Regarding Debarment, Suspension and Other Responsibility Matters: Form EPA 5700-49 is signed and attached as part of Attachment F-2. USEPA Nondiscrimination Clause: The contractor (engineer) shall not discriminate on the basis of race, color, national origin or sex in the performance of this contract. The contractor shall carry out applicable requirements of 40 CFR Part 33 in the award and administration of contracts awarded under EPA financial assistance agreements. Failure by the contractor to carry out these requirements is a material breach of this contract which may result in the termination of this contract or other legally available remedies. USEPA Fair Share Percentage Clause: The engineer agrees to take affirmative steps to assure that disadvantaged business enterprises are utilized when possible as sources of supplies, equipment, construction and services in accordance with the [WPC or PWS] Loan Program rules. As required by the award conditions of USEPA's Assistance Agreement with Illinois EPA, the engineer acknowledges that the fair share percentages are 5% for MBEs & 12% for WBEs”. ATTACHMENT H SUPPLEMENTAL USEPA / WIFIA PROFESSIONAL SERVICES CONTRACT CLAUSES ECONOMIC AND MISCELLANEOUS AUTHORITIES DEBARMENT AND SUSPENSION AND PROHIBITIONS RELATING TO VIOLATIONS OF CWA AND CAA WITH RESPECT TO FEDERAL CONTRACTS, GRANTS, OR LOANS Debarment and Suspension. Contractor certifies that it will not knowingly enter into a contract with anyone who is ineligible under the 2 CFR part 180 and part 1532 (per Executive Order 12549, 51 FR 6370, February 21, 1986) or who is prohibited under Section 306 of the Clean Air Act or Section 508 of the Clean Water Act to participate in the [Project]. Suspension and debarment information can be accessed at http://www.sam.gov. Contractor represents and warrants that it has or will include a term or conditions requiring compliance with this provision in all of its subcontracts under this Agreement. NEW RESTRICTIONS ON LOBBYING Federal Lobbying Restrictions (31 U.S.C 1352). Recipients of federal financial assistance may not pay any person for influencing or attempting to influence any officer or employee of a federal agency, a member of Congress, an officer or employee of Congress, or an employee of a member of Congress with respect to the award, continuation, renewal, amendment, or modification of a federal grant, loan, or contract. These requirements are implemented for USEPA in 40 CFR Part 34, which also describes types of activities, such as legislative liaison activities and professional and technical services, which are not subject to this prohibition. Upon award of this contract, Contractor shall complete and submit to the City the certification and disclosure forms in Appendix A and Appendix B to 40 CFR Part 34. Contractor shall also require all subcontractors and suppliers of any tier awarded a subcontract over $100,000 to similarly complete and submit the certification and disclosure forms pursuant to the process set forth in 40 CFR 34.110. 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #8 Tracking Number PW 2025-52 2025 Road to Better Roads Program – MFT Contract Award Public Works Committee – May 20, 2025 Majority Consideration of Contract Award Please see the attached memo. Brad Sanderson Engineering Name Department Bids were received, opened, and tabulated for work to be done on the 2025 Road to Better Roads Program at 10:00 a.m., May 6, 2025. Representatives of contractors bidding the project and our firm were in attendance. A tabulation of the bids and the engineer’s estimate is attached for your information and record. We recommend the acceptance of the bid and approval of award be made to the low bidder, D. Construction, Inc. 1488 S. Broadway Coal City, IL 60416 in the total amount of $1,080,472,57. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Rob Fredrickson, Finance Director Date: May 6, 2025 Subject: 2025 Road to Better Roads Program Page 1 of 1 BID TABULATION ENGINEER'S ESTIMATE BUILDERS PAVING, LLC BIDS RECEIVED 10:00 A.M. 05/06/25 52 Wheeler Road 4401 Roosevelt Road Sugar Grove, IL 60554 Hillside, IL 60162 TOTAL BID $1,300,000.00 $1,256,658.00 BID BOND N/A SIGNED BID N/A D. CONSTRUCTION, INC.GENEVA CONSTRUCTION COMPANY 1488 S Broadway PO Box 998 Coal City, IL 60416 Aurora, IL 60507 TOTAL BID $1,080,472.57 $1,266,881.99 BID BOND SIGNED BID BID SUMMARY 2025 ROAD PROGRAM (MFT) SECTION NO. 25-00000-00-GM UNITED CITY OF YORKVILLE ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BID TABULATION BID TABULATION ENGINEER'S ESTIMATE BIDS RECD 5/6/2025 52 Wheeler Road Sugar Grove, IL 60554 ITEM NO.DESCRIPTION 1 PARTIAL DEPTH PATCHING (SPECIAL)SQ YD 400.0 30.00$ 12,000.00$ 30.00$ 12,000.00$ 32.00$ 12,800.00$ 30.00$ 12,000.00$ 2 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQ YD 254.0 0.01$ 2.54$ 25.00$ 6,350.00$ 20.00$ 5,080.00$ 20.00$ 5,080.00$ 3 HOT-MIX ASPHALT SURFACE REMOVAL, 1.5"SQ YD 23790.0 1.47$ 34,971.30$ 2.55$ 60,664.50$ 2.00$ 47,580.00$ 1.75$ 41,632.50$ 4 HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH SQ YD 29690.0 2.32$ 68,880.80$ 2.60$ 77,194.00$ 2.65$ 78,678.50$ 2.50$ 74,225.00$ 5 BITUMINOUS MATERIALS (TACK COAT)POUND 30780.0 0.01$ 307.80$ 0.01$ 307.80$ 0.01$ 307.80$ 0.10$ 3,078.00$ 6 HOT-MIX ASPHALT BINDER COURSE, IL-9.5, N50 TON 2515.0 63.30$ 159,199.50$ 76.00$ 191,140.00$ 81.00$ 203,715.00$ 83.00$ 208,745.00$ 7 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 TON 4520.0 69.64$ 314,772.80$ 76.00$ 343,520.00$ 81.00$ 366,120.00$ 83.00$ 375,160.00$ 8 COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT FOOT 2284.0 35.00$ 79,940.00$ 40.50$ 92,502.00$ 40.00$ 91,360.00$ 42.00$ 95,928.00$ 9 SIDEWALK REMOVAL SQ FT 11200.0 1.50$ 16,800.00$ 1.50$ 16,800.00$ 2.00$ 22,400.00$ 2.00$ 22,400.00$ 10 PORTLAND CEMENT CONCRETE SIDEWALK, 5"SQ FT 11250.0 8.00$ 90,000.00$ 10.50$ 118,125.00$ 9.00$ 101,250.00$ 9.50$ 106,875.00$ 11 DETECTABLE WARNINGS SQ FT 556.0 30.00$ 16,680.00$ 26.00$ 14,456.00$ 30.00$ 16,680.00$ 35.00$ 19,460.00$ 12 INLETS TO BE ADJUSTED EACH 50.0 400.00$ 20,000.00$ 550.00$ 27,500.00$ 500.00$ 25,000.00$ 550.00$ 27,500.00$ 13 MANHOLES TO BE ADJUSTED EACH 2.0 800.00$ 1,600.00$ 1,850.00$ 3,700.00$ 750.00$ 1,500.00$ 800.00$ 1,600.00$ 14 SANITARY MANHOLES TO BE ADJUSTED EACH 2.0 1,400.00$ 2,800.00$ 2,150.00$ 4,300.00$ 750.00$ 1,500.00$ 1,750.00$ 3,500.00$ 15 DOMESTIC WATER SERVICE BOXES TO BE ADJUSTED EACH 1.0 150.00$ 150.00$ 350.00$ 350.00$ 500.00$ 500.00$ 400.00$ 400.00$ 16 TYPE 1 FRAME, OPEN LID EACH 3.0 450.00$ 1,350.00$ 625.00$ 1,875.00$ 500.00$ 1,500.00$ 600.00$ 1,800.00$ 17 TYPE 1 FRAME, CLOSED LID EACH 1.0 600.00$ 600.00$ 625.00$ 625.00$ 500.00$ 500.00$ 600.00$ 600.00$ 18 TYPE 3 FRAME AND GRATE EACH 1.0 600.00$ 600.00$ 880.00$ 880.00$ 900.00$ 900.00$ 650.00$ 650.00$ 19 TYPE 11 FRAME AND GRATE EACH 1.0 450.00$ 450.00$ 880.00$ 880.00$ 900.00$ 900.00$ 650.00$ 650.00$ 20 THERMOPLASTIC PAVEMENT MARKING - LETTERS & SYMBOLS SQ FT 286.0 6.32$ 1,807.52$ 5.65$ 1,615.90$ 5.65$ 1,615.90$ 5.00$ 1,430.00$ 21 THERMOPLASTIC PAVEMENT MARKING - LINE 4"FOOT 4422.0 0.90$ 3,979.80$ 0.82$ 3,626.04$ 0.82$ 3,626.04$ 1.00$ 4,422.00$ 22 THERMOPLASTIC PAVEMENT MARKING - LINE 6"FOOT 1634.0 1.54$ 2,516.36$ 1.40$ 2,287.60$ 1.40$ 2,287.60$ 2.00$ 3,268.00$ 23 THERMOPLASTIC PAVEMENT MARKING - LINE 12"FOOT 130.0 3.08$ 400.40$ 2.80$ 364.00$ 2.80$ 364.00$ 4.00$ 520.00$ 24 THERMOPLASTIC PAVEMENT MARKING - LINE 24"FOOT 135.0 6.33$ 854.55$ 5.65$ 762.75$ 5.65$ 762.75$ 5.00$ 675.00$ 25 SHORT TERM PAVEMENT MARKING FOOT 900.0 0.01$ 9.00$ 0.60$ 540.00$ 0.01$ 9.00$ 2.00$ 1,800.00$ 26 SHORT TERM PAVEMENT MARKING REMOVAL SQ FT 300.0 0.01$ 3.00$ 4.50$ 1,350.00$ 0.01$ 3.00$ 4.00$ 1,200.00$ 27 REMOVE AND REINSTALL BRICK PAVERS SQ FT 20.0 110.00$ 2,200.00$ 24.00$ 480.00$ 22.00$ 440.00$ 20.00$ 400.00$ 28 HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT SQ YD 155.0 30.00$ 4,650.00$ 55.00$ 8,525.00$ 43.00$ 6,665.00$ 45.00$ 6,975.00$ 29 PORTLAND CEMENT CONCRETE DRIVEWAY REMOVAL AND REPLACEMENT SQ YD 20.0 50.00$ 1,000.00$ 125.00$ 2,500.00$ 70.00$ 1,400.00$ 85.00$ 1,700.00$ 30 HOT-MIX ASPHALT BIKE PATH REMOVAL AND REPLACEMENT SQ YD 40.0 35.00$ 1,400.00$ 55.00$ 2,200.00$ 50.00$ 2,000.00$ 40.00$ 1,600.00$ 2025 ROAD PROGRAM (MFT) UNITED CITY OF YORKVILLE Hillside, IL 60162 Aurora, IL 60507 BUILDERS PAVING, LLC GENEVA CONSTRUCTION 4401 Roosevelt Road P.O. Box 998 D CONSTRUCTION, INC. 1488 S. Broadway Coal City, IL 60416 SECTION NO. 25-00000-00-GM UNIT PRICEUNITQUANTITY AMOUNT UNIT PRICE AMOUNT AMOUNT AMOUNTUNIT PRICE UNIT PRICE ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BID TABULATION BID TABULATION ENGINEER'S ESTIMATE BIDS RECD 5/6/2025 52 Wheeler Road Sugar Grove, IL 60554 ITEM NO.DESCRIPTION 2025 ROAD PROGRAM (MFT) UNITED CITY OF YORKVILLE Hillside, IL 60162 Aurora, IL 60507 BUILDERS PAVING, LLC GENEVA CONSTRUCTION 4401 Roosevelt Road P.O. Box 998 D CONSTRUCTION, INC. 1488 S. Broadway Coal City, IL 60416 SECTION NO. 25-00000-00-GM UNIT PRICEUNITQUANTITY AMOUNT UNIT PRICE AMOUNT AMOUNT AMOUNTUNIT PRICE UNIT PRICE 31 CLASS B PATCHES, 8 INCH SQ YD 300.0 80.00$ 24,000.00$ 110.00$ 33,000.00$ 120.00$ 36,000.00$ 130.00$ 39,000.00$ 32 CLASS B PATCHES, 9 INCH SQ YD 900.0 90.00$ 81,000.00$ 125.00$ 112,500.00$ 120.00$ 108,000.00$ 140.00$ 126,000.00$ 33 SODDING, SPECIAL SQ YD 1200.0 0.01$ 12.00$ 24.55$ 29,460.00$ 24.00$ 28,800.00$ 20.00$ 24,000.00$ 34 SUPPLEMENTAL WATERING UNIT 25.0 0.01$ 0.25$ 0.01$ 0.25$ 0.01$ 0.25$ 100.00$ 2,500.00$ 35 DETECTOR LOOP REPLACEMENT FOOT 546.0 33.00$ 18,018.00$ 29.00$ 15,834.00$ 29.00$ 15,834.00$ 25.00$ 13,650.00$ 36 TRAFFIC CONTROL AND PROTECTION, (SPECIAL)L SUM 1.0 62,950.00$ 62,950.00$ 22,350.16$ 22,350.16$ 33,350.00$ 33,350.00$ 23,095.75$ 23,095.75$ 37 CRACK ROUTING FOOT 48000.0 0.01$ 480.00$ 0.01$ 480.00$ 0.05$ 2,400.00$ 0.01$ 480.00$ 38 CRACK FILLING POUND 16000.0 2.08$ 33,280.00$ 1.72$ 27,520.00$ 1.44$ 23,040.00$ 1.65$ 26,400.00$ 39 ROUTING AND SEALING CRACKS FOOT 30155.0 0.69$ 20,806.95$ 0.60$ 18,093.00$ 0.73$ 22,013.15$ 0.65$ 19,600.75$ TOTAL (Items 1 - 39)1,080,472.57$ 1,256,658.00$ 1,266,881.99$ 1,300,000.00$ % BELOW/ABOVE ENGINEER'S ESTIMATE -16.9%-3.3%-2.5% The highlighted cell contained an error and has been corrected with the right value. ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS Rob Roy CreekRob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekRob Roy CreekBlackberry C reek Blackb erry Cre e k Fox RiverBl a c k b e r r y C r e e k Morgan Creek GALENA CANNONBALLBEECHERCORNEILSBRIDGE FAXON KENNEDY MCHUGHDICKSONROUTE 34 TUM A VETERANS GORDONJOHN E M E R A L D ERICA PARKCEN T E R ALICE COUNTRYSIDE BRISTOL RIDG E EDWARDBRISTOL BAY ROUTE 47ALAN DA L E GAME FARMFOSTER OAK KEND A L L HAYDENCONCORD BERTRAM ELMSUMACBOOMBAH HEAR T L A N D OMAHABIG BEND L I L L I A NROSENWINKEL CRIMSONA U T UM N C R E E KORCHID WALNUT PECOS JULIE GILLESPIE RYANISABELWESTERN JACKSON LI L A C EXIT TERISUNSETFREEMONTCORALPATRONFAIRHAVEN RILE Y MARKETVIEWBLACKBERRY SHOR E KATE C A R L Y BRISTOLTAMPAELDENWACKERHOMESTEAD SPRINGROBERTPLUMLAURENBLUE STE M VENETIAN WESTWATERPARK MCMURTRIEHUNT HIGH RIDGENORTHLANDSYCAMOREPLEASURE TITUSTWINLEAF LEISURE RI V E R S I D E REDBUD SIENNALANDMARK THOMASTHUNDER GULCHC R E E KPRAIRIECANYONIROQUOISMONTER E Y SLATEO L I V E PURCELL BEARBISCAYNE WHIRLAWAY CROSSCLEAR W A T E R TAUSCONOVER ARTESIANHILLCREST MILLRACENORTH RUBY ASPENGARDINER WILD INDIGOLEXINGTON SPOKANE SA G ESARASOTAHUNTINGTON COMMERCIAL ARROW H E A D SECRETARIAT ROY A L O A K S SOUTH K I N G M O O R BARRETT DEERPATH PATTERSON YELLOWSTON E BURN E T T G O L D E N RO D FISHPRAIRIE GRASSHIL L T O PDIVISIONPINEWOODMIDNIGHTCALEDONIAEVERGREENINDEPENDENCEMARKETPLACEGEORGEANNAGROVE MONARCHOSCOT TONWOOD PRAIRIE ROSELONGVIEWCATALPADOVERGARRITANODIEHL FARM C H R I S T Y TIMBALIER RED T A I L MARQU E T T E TIMBERHICKORYBUCHAN A N STRAWBER R Y L A K E V I EW CIRCLECAMDENPORT A G E PRAIRIE POINTE ANDREA PATRIC IA NADEN VIOLET A M A N D A PALMERC O D Y SWIMMINGPIERPONT S O U T H R I V E R DENISE INDIAN CLIFFSMULHERN SILVER CIT Y NOR T O N F A RM S T EA D BLACK B E R R Y ALEXANDRAAPPLETREE COBALTMADDENWELLSCORNELLPLEASANTVETERANS BRIDGEOAKBRIDGEBEECHERPARKROUTE 47 BERTRAM ROUTE 3 4 VETERANS JOHN PARKBEECHERDICKS ON CRIMSONLOCATION MAP DATE: PROJECT NO.: FILE: BY: FEBRUARY 2025 YO2455 MJT 2025 MFT ROAD PROGRAM 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\2022\YO2455 United City of Yorkville 651 Prairie Pointe Dr. Yorkville, IL 60560 N O R T H ° YO2455_2025 MFT Road Program RESURFACING CONCRETE PATCHING05,0002,500 US Feet 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #9 Tracking Number PW 2025-53 2025 RTBR Construction Engineering Agreement Public Works Committee – May 20, 2025 Majority Approval Proposed PSA from EEI for construction engineering services for the 2025 RTBR. Eric Dhuse Public Works Name Department Summary A proposed Professional Services Agreement from EEI for the construction engineering for the 2025 Road to Better Roads Project. Background The RTBR is our annual paving project using MFT funds. This year we are primarily focused on the Prairie Meadows, Water Park Way, and Beecher Rd. repaving along with concrete road repairs on McHugh and Countryside Parkway. EEI has provided a map attached as Exhibit E for your reference. EEI is proposing an hourly rate professional service agreement in the amount of $114,950 to perform construction engineering services on this project. The services proposed would get us from the pre-construction meeting through submitting the IDOT close out paperwork, including site observation, daily reports, material inspection and testing, verify pay estimates, and perform punch list inspections. There is $120,000 in the approved FY26 budget for this project. Recommendation Staff recommends approval of this professional service agreement with EEI in the amount of $114,950. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: May 7, 2025 Subject: RTBR Construction Engineering Agreement Resolution No. 2025-____ Page 1 Resolution No. 2025-_____ RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING AN ENGINEERING AGREEMENT WITH ENGINEERING ENTERPRISES, INC. WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City") is a non- home rule municipality duly organized and validly existing in accordance with the Constitution of the State of Illinois and the laws of this State; and WHEREAS, the City’s Public Works Department plans to repave roads in the Prairie Meadows subdivision, Water Park Way, and Beecher Road, and repair the concrete on McHugh Road and Countryside Parkway (the “Project”); and WHEREAS, completion of the Project will require engineering services conducted by an outside engineering firm; and WHEREAS, Engineering Enterprises, Inc., of Sugar Grove, Illinois (“EEI”), has prepared an agreement between EEI and the City for engineering services related to the Project (the “Agreement”), said Agreement being attached hereto as Exhibit A; and WHEREAS, EEI has provided engineering services for various projects completed by the City, and the City administration has found that EEI is a qualified and experienced engineering firm; and WHEREAS, the City administration recommends approval of the Agreement. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council (the “Corporate Authorities”) of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The foregoing recitals are hereby incorporated in this Resolution as the findings of the Corporate Authorities. Section 2. The Mayor and City Clerk are hereby authorized to execute a 2025 Road Resolution No. 2025-____ Page 2 to Better Roads Program, United City of Yorkville, Professional Services Agreement – Construction Engineering, attached hereto as Exhibit A. Section 3. This Resolution shall be in full force and effect from and after its passage and approval according to law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ RUSTY CORNEILS _________ RUSTY HYETT _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ MAYOR Attest: ___________________________________ City Clerk UNITED CITY OF YORKVILLE 2025 ROAD TO BETTER ROADS PROGRAM PAGE 1 2025 Road to Better Roads Program United City of Yorkville Professional Services Agreement – Construction Engineering THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as the "Contractor" or “ENGINEER” agrees as follows: A. Services: ENGINEER agrees to furnish to the City the following services: The ENGINEER shall provide any and all necessary engineering services to the City as indicated on the Scope of Services (Attachment B). Construction Engineering for all roadways indicated on Attachment E will be provided. Engineering will be in accordance with all City and Illinois Department of Transportation requirements. B. Term: Services will be provided beginning on the date of execution of this agreement and continuing, until terminated by either party upon 7 days written notice to the non-terminating party or upon completion of the Services. Upon termination the Contractor shall be compensated for all work performed for the City prior to termination. C. Compensation and maximum amounts due to Contractor: ENGINEER shall receive as compensation for all work and services to be performed herein, an amount based on the Estimated Level of Effort and Associated Cost included in Attachment C. Construction Engineering will be paid for as an Hourly Rate in the amount of $114,950. The hourly rates for this project are shown in the attached 2025 Standard Schedule of Charges (Attachment E). All payments will be made according to the Illinois State Prompt Payment Act and not less than once every thirty days. D. Changes in Rates of Compensation: In the event that this contract is designated in Section B thereof as an Ongoing Contract, ENGINEER, on or before February 1st of any given year, shall provide written notice of any change in the rates specified in Section C hereof (or on any attachments hereto) and said changes shall only be effective on and after May 1st of that same year. E. Ownership of Records and Documents: Contractor agrees that all books and records and other recorded information developed specifically in connection with this agreement shall remain the property of the City. Contractor agrees to keep such information confidential and not to disclose or disseminate the information to third parties without the consent of the City. This confidentiality shall not apply UNITED CITY OF YORKVILLE 2025 ROAD TO BETTER ROADS PROGRAM PAGE 2 to material or information, which would otherwise be subject to public disclosure through the freedom of information act or if already previously disclosed by a third party. Upon termination of this agreement, Contractor agrees to return all such materials to the City. The City agrees not to modify any original documents produced by Contractor without contractors consent. Modifications of any signed duplicate original document not authorized by ENGINEER will be at OWNER’s sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned document will, likewise, be at the OWNER’s sole risk and without legal liability to the ENGINEER. F. Governing Law: This contract shall be governed and construed in accordance with the laws of the State of Illinois. Venue shall be in Kendall County, Illinois. G. Independent Contractor: Contractor shall have sole control over the manner and means of providing the work and services performed under this agreement. The City’s relationship to the Contractor under this agreement shall be that of an independent contractor. Contractor will not be considered an employee to the City for any purpose. H. Certifications: Employment Status: The Contractor certifies that if any of its personnel are an employee of the State of Illinois, they have permission from their employer to perform the service. Anti-Bribery: The Contractor certifies it is not barred under 30 Illinois Compiled Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of bribery or attempted bribery of an officer or employee of the State of Illinois or any other state. Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not in default for a period of six months or more in an amount of $600 or more on the repayment of any educational loan guaranteed by the Illinois State Scholarship Commission made by an Illinois institution of higher education or any other loan made from public funds for the purpose of financing higher education (5 ILCS 385/3). Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any agency as a result of being convicted of a felony. Barred from Contracting: The Contractor certifies that it has not been barred from contracting as a result of a conviction for bid-rigging or bid rotating under 720 Illinois Compiled Statutes 5/33E or similar law of another state. Drug Free Workplace: The Contractor certifies that it is in compliance with the Drug Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this contract. UNITED CITY OF YORKVILLE 2025 ROAD TO BETTER ROADS PROGRAM PAGE 3 The Drug Free Workplace Act requires, in part, that Contractors, with 25 or more employees certify and agree to take steps to ensure a drug free workplace by informing employees of the dangers of drug abuse, of the availability of any treatment or assistance program, of prohibited activities and of sanctions that will be imposed for violations; and that individuals with contracts certify that they will not engage in the manufacture, distribution, dispensation, possession, or use of a controlled substance in the performance of the contract. Non-Discrimination, Certification, and Equal Employment Opportunity: The Contractor agrees to comply with applicable provisions of the Illinois Human Rights Act (775 Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilities Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights Rules is specifically incorporated herein. The Contractor shall comply with Executive Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order 11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R. Chapter 60). The Contractor agrees to incorporate this clause into all subcontracts under this Contract. International Boycott: The Contractor certifies that neither it nor any substantially owned affiliated company is participating or shall participate in an international boycott in violation of the provisions of the U.S. Export Administration Act of 1979 or the regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS 582). Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires the Contractor (and any subcontractors) to maintain, for a period of 3 years after the later of the date of completion of this Contract or the date of final payment under the Contract, all books and records relating to the performance of the Contract and necessary to support amounts charged to the Village under the Contract. The Contract and all books and records related to the Contract shall be available for review and audit by the Village and the Illinois Auditor General. If this Contract is funded from contract/grant funds provided by the U.S. Government, the Contract, books, and records shall be available for review and audit by the Comptroller General of the U.S. and/or the Inspector General of the federal sponsoring agency. The Contractor agrees to cooperate fully with any audit and to provide full access to all relevant materials. United States Resident Certification: (This certification must be included in all contracts involving personal services by non-resident aliens and foreign entities in accordance with requirements imposed by the Internal Revenue Services for withholding and reporting federal income taxes.) The Contractor certifies that he/she is a: x United States Citizen ___ Resident Alien ___ Non-Resident Alien The Internal Revenue Service requires that taxes be withheld on payments made to non resident aliens for the performance of personal services at the rate of 30%. Tax Payer Certification : Under penalties of perjury, the Contractor certifies that its Federal Tax Payer Identification Number or Social Security Number is (provided separately) and is doing business as a (check one): ___ Individual ___ Real Estate Agent ___ Sole Proprietorship ___ Government Entity ___ Partnership ___ Tax Exempt Organization UNITED CITY OF YORKVILLE 2025 ROAD TO BETTER ROADS PROGRAM PAGE 4 (IRC 501(a) only) x Corporation ___ Not for Profit Corporation ___ Trust or Estate ___ Medical and Health Care Services Provider Corp. I. Indemnification: Contractor shall indemnify and hold harmless the Village and Village’s agents, servants, and employees against all loss, damage, and expense which it may sustain or for which it will become liable on account of injury to or death of persons, or on account of damage to or destruction of property resulting from the performance of work under this agreement by Contractor or its Subcontractors, or due to or arising in any manner from the wrongful act or negligence of Contractor or its Subcontractors of any employee of any of them. In the event that the either party shall bring any suit, cause of action or counterclaim against the other party, the non-prevailing party shall pay to the prevailing party the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the either party indemnify any other party for the consequences of that party’s negligence, including failure to follow the ENGINEER’s recommendations. J. Insurance: The Engineer agrees that it has either attached a copy of all required insurance certificates or that said insurance is not required due to the nature and extent of the types of services rendered hereunder. (Not applicable as having been previously supplied) K. Additional Terms or Modification: The terms of this agreement shall be further modified as provided on the attached Exhibits. Except for those terms included on the Exhibits, no additional terms are included as a part of this agreement. All prior understandings and agreements between the parties are merged into this agreement, and this agreement may not be modified orally or in any manner other than by an agreement in writing signed by both parties. In the event that any provisions of this agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. The list of attachments are as follows: Attachment A: Standard Terms and Conditions Attachment B: Scope of Services Attachment C: Estimated Level of Effort and Associated Cost Attachment D: Estimated Project Schedule Attachment E: Location Map Attachment F: 2025 Standard Schedule of Charges UNITED CITY OF YORKVILLE 2025 ROAD TO BETTER ROADS PROGRAM PAGE 5 L. Notices: All notices required to be given under the terms of this agreement shall be given mail, addressed to the parties as follows: For the City: For the Contractor: City Administrator and City Clerk Engineering Enterprises, Inc. United City of Yorkville 52 Wheeler Road 651 Prairie Pointe Drive Sugar Grove Illinois 60554 Yorkville, IL 60560 Either of the parties may designate in writing from time to time substitute addresses or persons in connection with required notices. Agreed to this ___day of _________, 2025. United City of Yorkville: Engineering Enterprises, Inc.: _________________________________ ________________________________ John Purcell Bradley. P. Sanderson, PE Mayor Chief Operating Officer/President _________________________________ ________________________________ Jori Behland Angie Smith City Clerk Director of Marketing & Business Development ENGINEERING ENTERPRISES, INC. ATTACHMENT A - MAY 2025 PAGE 1 STANDARD TERMS AND CONDITIONS Agreement: These Standard Terms and Conditions, together with the Professional Services Agreement, constitute the entire integrated agreement between the OWNER and Engineering Enterprises, Inc. (EEI) (hereinafter “Agreement”), and take precedence over any other provisions between the Parties. These terms may be amended, but only if both parties consent in writing. However, to the extent that the Scope of Work differs from the Standard Terms and Conditions, the Scope of Work document controls. Standard of Care: In providing services under this Agreement, the ENGINEER will endeavor to perform in a matter consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under same circumstances in the same locality. ENGINEER makes no other warranties, express or implied, written or oral under this Agreement or otherwise, in connection with ENGINEER’S service. Construction Engineering and Inspection: The ENGINEER shall not supervise, direct, control, or have authority over any contractor work, nor have authority over or be responsible for the means, methods, techniques sequences, or procedures of construction selected or used by any contractor, or the safety precautions and programs incident thereto, for security or safety of the site, nor for any failure of a contractor to comply with laws and regulations applicable to such contractor’s furnishing and performing of its work. The ENGINEER neither guarantees the performance of any contractor nor assumes responsibility for contractor’s failure to furn ish and perform the work in accordance with the contract documents. The ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor, or supplies, or any of their agen ts or employees or any other person at the site or otherwise furnishing or performing any work. Shop drawing and submittal review by the ENGINEER shall apply to only the items in the submissions and only for the purpose o f assessing if upon installation or incorporation in the project work they are generally consistent with the construction docum ents.  OWNER agrees that the contractor is solely responsible for the submissions and for compliance with the construction documents .  OWNER further agrees that the ENGINEER’S review and action in relation to these submissions shall not constitute the provision of means, methods, techniques, sequencing or procedures of construction or extend or safety programs or precautions.  The ENGINEER’S consideration of a component does not constitute acceptance of the assembled items. The ENGINEER’S site observation during construction shall be at the times agreed upon in the Project Scope.  Through standard , reasonable means the ENGINEER will become generally familiar with observable completed work.  If the ENGINEER observes completed work that is inconsistent with the construction documents, that information shall be communicated to the contractor and OWNER for them to address. Opinion of Probable Construction Costs: ENGINEER’S opinion of probable construction costs represents ENGINEER’S best and reasonable judgment as a professional engineer. OWNER acknowledges that ENGINEER has no control over construction costs of contractor’s methods of determining pricing, or over competitive bidding by contractors, or of market conditions or changes thereto. ENGINEER cannot and does not guarantee that proposals, bids or actual construction costs will not vary from ENGINEER’S opinio n of probable construction costs. Copies of Documents & Electronic Compatibility: Copies of Documents that may be relied upon by OWNER are limited to the printed copies (also known as hard copies) that are signed or sealed by the ENGINEER. Files in electronic media format of tex t, data, graphics, or of other types that are furnished by ENGINEER to OWNER are only for convenience of OWNER. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. When transferring documents in el ectronic media format, ENGINEER makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by ENGINEER at th e beginning of the project. Changed Conditions: If, during the term of this Agreement, circumstances or conditions that were not originally contemplated by or known to the ENGINEER are revealed, to the extent that they affect the scope of services, compensation, schedule, allocation of risks, or other material terms of this Agreement, the ENGINEER may call for renegotiation of appropriate portions of this Agreement. The ENGINEER shall notify the OWNER of the changed conditions necessitating renegotiation, and the ENGINEER and the OWNER shall promptly and in good faith enter into renegotiation of this Agreement to address the changed conditions. If terms cannot be agreed to, the parties agree that either party has the absolute right to terminate this Agreement, in accordance with the t ermination provision hereof. Hazardous Conditions: OWNER represents to ENGINEER that to the best of its knowledge no Hazardous Conditions (environmental or otherwise) exist on the project site. If a Hazardous Condition is encountered or alleged, ENGINEER shall have the obligation to notify OWNER and, to the extent of applicable Laws and Regulations, appropriate governmental officials. It is acknowledged by both parties that ENGINEER's scope of services does not include any services related to a Hazardous Condition . In the event ENGINEER or any other party encounters a Hazardous Condition, ENGINEER may, at its option and without liability for consequential or any other damages, suspend performance of services on the portion of the project affected thereby until OWNE R: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the Hazardous Condition; and (ii) warrants that the project site is in full compliance with applicable Laws and Regulations. ENGINEER agrees to cooperate with the OWNER, as necessary, to remediate a Hazardous Condition, but same may result in additional costs to the OWNER. ENGINEERING ENTERPRISES, INC. ATTACHMENT A - MAY 2025 PAGE 2 Consequential Damages: Notwithstanding any other provision of this Agreement, and to the fullest extent permitted by law, neither the OWNER nor the ENGINEER, their respective officers, directors, partners, employees, contractors, or subcontractors shall be liable to the other or shall make any claim for any incidental, indirect, or consequential damages arising out of or connected in any way to the Project or to this Agreement. This mutual waiver of consequential damages shall include, but is not limited to, loss of use, loss of profit, loss of business, loss of income, loss of reputation, or any other consequential damages that either party may have i ncurred from any cause of action including negligence, strict liability, breach of contract, and breach of strict or implied warranty . Both the OWNER and the ENGINEER shall require similar waivers of consequential damages protecting all the entities or per sons named herein in all contracts and subcontracts with others involved in this project. Termination: This Agreement may be terminated for convenience, without cause, upon fourteen (14) days written notice of either party. In the event of termination, the ENGINEER shall prepare a final invoice and be due compensation as set forth in the Professional Services Agreement for all costs incurred through the date of termination. Either party may terminate this Agreement for cause upon giving the other party not less than seven (7) calendar days’ writte n notice for the following reasons: (a) Substantial failure by the other party to comply with or perform in accordance with the terms of the Agreement and through no fault of the terminating party; (b) Assignment of the Agreement or transfer of the project without the prior written consent of the other party; (c) Suspension of the project or the ENGINEER’S services by the OWNER for a period of greater than ninety (90) calendar days, consecutive or in the aggregate. (d) Material changes in the conditions under which this Agreement was entered into, the scope of services or the nature of the project, and the failure of the parties to reach agreement on the compensation and schedule adjustments necessitated by such changes. Payment of Invoices: Invoices are due and payable within 30 days of receipt unless otherwise agreed to in writing. Third Party Beneficiaries: Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the OWNER or the ENGINEER. The ENGINEER’S services under this Agreement are being performed solely and exclusively for the OWNER’S benefit, and no other party or entity shall have any claim against the ENGINEER because of this Agreement or the performance or nonperformance of services hereunder. The OWNER and ENGINEER agree to require a similar provision in all contracts with contractors, subcontractors, vendors and other entities involved in this Pr oject to carry out the intent of this provision. Force Majeure: Each Party shall be excused from the performance of its obligations under this Agreement to the extent that such performance is prevented by force majeure (defined below) and the nonperforming party promptly provides notice of such prevention to the other party. Such excuse shall be continued so long as the condition constituting force majeure continues. The party affected by such force majeure also shall notify the other party of the anticipated duration of such force majeure, any actions b eing taken to avoid or minimize its effect after such occurrence, and shall take reasonable efforts to remove the condition constituting such force majeure. For purposes of this Agreement, “force majeure” shall include conditions beyond the control of the parties, including an act of God, acts of terrorism, voluntary or involuntary compliance with any regulation, law or order of any government, war, acts of war (whether war be declared or not), labor strike or lock-out, civil commotion, epidemic, failure or default of public utilities or common carriers, destruction of production facilities or materials by fire, earthquake, storm or like catastrophe. The payment of in voices due and owing hereunder shall in no event be delayed by the payer because of a force majeure affecting the payer. Additional Terms or Modification: All prior understandings and agreements between the parties are merged into this Agreement, and this Agreement may not be modified orally or in any manner other than by an Agreement in writing signed by both parties. In the event that any provisions of this Agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. Assignment: Neither party to this Agreement shall transfer or assign any rights or duties under or interest in this Agreement without the prior written consent of the other party. Subcontracting normally contemplated by the ENGINEER shall not be considered an assignment for purposes of this Agreement. Waiver: A party’s waiver of, or the failure or delay in enforcing any provision of this Agreement shall not constitute a waiver of th e provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement. Attorney’s Fees: In the event of any action or proceeding brought by either party against the other under this Agreement, the prevailing party shall be entitled to recover from the other all costs and expenses including without limitation the reasonab le fees of its attorneys in such action or proceeding, including costs of appeal, if any, in such amount as the Court may adjudge reasonable. Fiduciary Duty: Nothing in this Agreement is intended to create, nor shall it be construed to create, a fiduciary duty owed to either party to the other party. EEI makes no warranty, express or implied, as to its professional services rendered. Headings: The headings used in this Agreement are inserted only as a matter of convenience only, and in no way define, limit, enlarge, modify, explain or define the text thereof nor affect the construction or interpretation of this Agreement. UNITED CITY OF YORKVILLE, IL 2025 ROAD TO BETTER ROADS PROGRAM PAGE 1 2025 Road to Better Roads Program United City of Yorkville, IL Professional Services Agreement – Construction Engineering Attachment B – Scope of Services Construction Engineering: • Attend the Pre-Construction Meeting with the Contractor and City Staff • Provide construction layout for the proposed improvements • Provide resident engineering for periodic on-site observation • Daily documentation of work tasks and calculation of installed pay items • Monitor adherence to specifications. • Monitor adherence to construction schedule and make recommendations when appropriate. • Monitor traffic control on a regular basis. • Gather material inspection and coordinate any required testing on behalf of the City. • Provide guidance to the contractor when questions arise during construction. • Prepare/verify pay estimates. • Gather and review waivers of lien. • Provide information to residents as required. • Perform punch list inspections, provide follow up inspections and recommend acceptance when appropriate • Communicate activities with City weekly, or as required based on onsite activities. • Prepare necessary IDOT closeout paperwork o BLR 13230 – Engineer’s Final Payment Estimate o BLR 13210 – Request for Approval of Change in Plans o BLR 14222 – Municipal Maintenance Expenditure Statement ATTACHMENT C: ESTIMATED LEVEL OF EFFORT AND ASSOCIATED COST PROFESSIONAL ENGINEERING SERVICES CLIENT PROJECT NUMBER United City of Yorkville YO2455-P PROJECT TITLE DATE PREPARED BY 2025 Road to Better Roads Program - Construction Engineering ROLE PIC PM SPE 1 PE SPT 1 ST ADMIN PERSON RATE $256 $218 $193 $175 $171 $146 $75 CONSTRUCTION ENGINEERING 3.1 2 14 8 8 2 34 6,658$ 3.2 4 16 8 28 5,360$ 3.3 2 10 380 100 2 494 93,682$ Construction Engineering Subtotal:4 28 404 116 - - 4 556 105,700$ 4 28 404 116 - - 4 556 105,700 EEI STAFF DIRECT EXPENSES PIC Principal In Charge Printing/Scanning = -$ PM Project Manager Vehicle Charges ($65/Day) =3,250$ SPE 1 Senior Project Engineer I Rubino (Material Testing) =6,000$ PE Project Engineer DIRECT EXPENSES =9,250$ SPT 1 Senior Project Technician I ST Senior Technician LABOR SUMMARY ADMIN Adminstrative Assistant EEI Labor Expenses = 105,700$ TOTAL LABOR EXPENSES 105,700$ TOTAL COSTS 114,950$ 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com PROJECT TOTAL: CJO5/6/25 COSTTASK NO.TASK DESCRIPTION HOURS Construction Administration Construction Layout Observation and Documentation ATTACHMENT D: ESTIMATED SCHEDULE CLIENT PROJECT NUMBER United City of Yorkville YO2455-P PROJECT TITLE DATE PREPARED BY 2025 Road to Better Roads Program - Construction Engineering CJO APR MAY JUN JUL AUG SEP OCT CONSTRUCTION ENGINEERING 3.1 3.2 3.3 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com TASK NO.TASK DESCRIPTION 5/6/25 Contract Administration Observation and Documentation Construction Layout Rob Roy CreekRob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekRob Roy CreekBlackberry C reek Blackb erry Cre e k Fox RiverBl a c k b e r r y C r e e k Morgan Creek GALENA CANNONBALLBEECHERCORNEILSBRIDGE FAXON KENNEDY MCHUGHDICKSONROUTE 34 TUM A VETERANS GORDONJOHN E M E R A L D ERICA PARKCEN T E R ALICE COUNTRYSIDE BRISTOL RIDG E EDWARDBRISTOL BAY ROUTE 47ALAN DA L E GAME FARMFOSTER OAK KEND A L L HAYDENCONCORD BERTRAM ELMSUMACBOOMBAH HEAR T L A N D OMAHABIG BEND L I L L I A NROSENWINKEL CRIMSONA U T UM N C R E E KORCHID WALNUT PECOS JULIE GILLESPIE RYANISABELWESTERN JACKSON LI L A C EXIT TERISUNSETFREEMONTCORALPATRONFAIRHAVEN RILE Y MARKETVIEWBLACKBERRY SHOR E KATE C A R L Y BRISTOLTAMPAELDENWACKERHOMESTEAD SPRINGROBERTPLUMLAURENBLUE STE M VENETIAN WESTWATERPARK MCMURTRIEHUNT HIGH RIDGENORTHLANDSYCAMOREPLEASURE TITUSTWINLEAF LEISURE RI V E R S I D E REDBUD SIENNALANDMARK THOMASTHUNDER GULCHC R E E KPRAIRIECANYONIROQUOISMONTER E Y SLATEO L I V E PURCELL BEARBISCAYNE WHIRLAWAY CROSSCLEAR W A T E R TAUSCONOVER ARTESIANHILLCREST MILLRACENORTH RUBY ASPENGARDINER WILD INDIGOLEXINGTON SPOKANE SA G ESARASOTAHUNTINGTON COMMERCIAL ARROW H E A D SECRETARIAT ROY A L O A K S SOUTH K I N G M O O R BARRETT DEERPATH PATTERSON YELLOWSTON E BURN E T T G O L D E N RO D FISHPRAIRIE GRASSHIL L T O PDIVISIONPINEWOODMIDNIGHTCALEDONIAEVERGREENINDEPENDENCEMARKETPLACEGEORGEANNAGROVE MONARCHOSCOT TONWOOD PRAIRIE ROSELONGVIEWCATALPADOVERGARRITANODIEHL FARM C H R I S T Y TIMBALIER RED T A I L MARQU E T T E TIMBERHICKORYBUCHAN A N STRAWBER R Y L A K E V I EW CIRCLECAMDENPORT A G E PRAIRIE POINTE ANDREA PATRIC IA NADEN VIOLET A M A N D A PALMERC O D Y SWIMMINGPIERPONT S O U T H R I V E R DENISE INDIAN CLIFFSMULHERN SILVER CIT Y NOR T O N F A RM S T EA D BLACK B E R R Y ALEXANDRAAPPLETREE COBALTMADDENWELLSCORNELLPLEASANTVETERANS BRIDGEOAKBRIDGEBEECHERPARKROUTE 47 BERTRAM ROUTE 3 4 VETERANS JOHN PARKBEECHERDICKS ON CRIMSONATTACHMENT E LOCATION MAP DATE: PROJECT NO.: FILE: BY: FEBRUARY 2025 YO2455 MJT 2025 MFT ROAD PROGRAM 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\2022\YO2455 United City of Yorkville 651 Prairie Pointe Dr. Yorkville, IL 60560 N O R T H ° YO2455_2025 MFT Road Program RESURFACING CONCRETE PATCHING05,0002,500 US Feet EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE Senior Principal E-4 $256.00 Principal E-3 $251.00 Senior Project Manager E-2 $243.00 Project Manager E-1 $218.00 Senior Project Engineer/Surveyor II P-6 $208.00 Senior Project Engineer/Surveyor I P-5 $193.00 Project Engineer/Surveyor P-4 $175.00 Senior Engineer/Surveyor P-3 $161.00 Engineer/Surveyor P-2 $146.00 Associate Engineer/Surveyor P-1 $132.00 Senior Project Technician II T-6 $182.00 Senior Project Technician I T-5 $171.00 Project Technician T-4 $159.00 Senior Technician T-3 $146.00 Technician T-2 $132.00 Associate Technician T-1 $115.00 GIS Technician II G-2 $130.00 GIS Technician I G-1 $119.00 Engineering/Land Surveying Intern I-1 $ 85.00 Executive Administrative Assistant A-4 $ 80.00 Administrative Assistant A-3 $ 75.00 VEHICLES. DRONE, EXPERT TESTIMONY, REPROGRAPHICS AND DIRECT COSTS* Vehicle for Construction Observation $ 20.00 Unmanned Aircraft System / Unmanned Aerial Vehicle / Drone $235.00 Expert Testimony $290.00 In-House Scanning and Reproduction $0.25/Sq. Ft. (Black & White) $1.00/Sq. Ft. (Color) Reimbursable Expenses (Direct Costs) Cost Services by Others (Direct Costs) Cost + 10% * unless specified otherwise in agreement STANDARD SCHEDULE OF CHARGES ~ JANUARY 1, 2025 ATTACHMENT F 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #10 Tracking Number PW 2025-54 Faxon and Beecher Road Reconstruction – Contract Award Public Works Committee – May 20, 2025 Majority Consideration of Contract Award Please see the attached memo. Brad Sanderson Engineering Name Department Bids were received, opened, and tabulated for work to be done on the Faxon Road and Beecher Road Reconstruction at 10:00 a.m., May 9, 2025. Representatives of contractors bidding the project and our firm were in attendance. A tabulation of the bids and the engineer’s estimate is attached for your information and record. Per Ordinance 2024-31, the project's funding is by C1 Yorkville, LLC. We recommend the acceptance of the bid and approval of award be made to the low bidder, D. Construction, Inc. 1488 S. Broadway Coal City, IL 60416 in the total amount of $1,383,588,94, contingent upon obtaining the necessary right-of-way and the receipt of the funds from C1 Yorkville, LLC. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Rob Fredrickson, Finance Director Date: May 12, 2025 Subject: Faxon Road and Beecher Road Reconstruction Page 1 of 1 BID TABULATION ENGINEER'S ESTIMATE ABBEY CONSTRUCTION COMPANY ALLIANCE CONTRACTORS, INC.BUILDERS PAVING, LLC BIDS RECEIVED 10:00 A.M. 05/09/25 52 Wheeler Road 1949 County Line Road 1166 Lake Avenue 4401 Roosevelt Road Sugar Grove, IL 60554 Aurora, IL 60502 Woodstock, IL 60098 Hillside, IL 60162 TOTAL BID $2,100,000.00 No Bid No Bid $1,678,088.00 BID BOND N/A X SIGNED BID N/A X CURRAN CONTRACTING COMPANY D. CONSTRUCTION, INC. GENEVA CONSTRUCTION COMPANY MARTAM CONSTRUCTION, INC. 286 Memorial Court 1488 S Broadway PO Box 998 1200 Gasket Drive Crystal Lake, IL 60014 Coal City, IL 60416 Aurora, IL 60507 Elgin, IL 60120 TOTAL BID $1,731,938.75 $1,383,588.94 No Bid $2,099,948.89 BID BOND X X X SIGNED BID X X X MURPHY CONSTRUCTION, LLC WINNINGER EXCAVATING, INC. 16W273 83rd St 8845 Schoger Dr. Burr Ridge, IL 60527 Naperville, IL 60564 TOTAL BID No Bid $2,151,925.00 BID BOND X SIGNED BID X BID SUMMARY FAXON ROAD AND BEECHER ROAD RECONSTRUCTION UNITED CITY OF YORKVILLE ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BID TABULATION BID TABULATION ENGINEER'S ESTIMATE BIDS RECD 5/9/2025 52 Wheeler Road Sugar Grove, IL 60554 ITEM NO. DESCRIPTION 1 TREE REMOVAL (6 TO 15 UNITS DIAMETER) UNIT 102.0 26.40$ 2,692.80$ 18.50$ 1,887.00$ 22.00$ 2,244.00$ 35.00$ 3,570.00$ 40.00$ 4,080.00$ 32.00$ 3,264.00$ 2 TREE REMOVAL (OVER 15 UNITS DIAMETER) UNIT 62.0 31.90$ 1,977.80$ 20.50$ 1,271.00$ 40.00$ 2,480.00$ 44.00$ 2,728.00$ 45.00$ 2,790.00$ 45.00$ 2,790.00$ 3 EARTH EXCAVATION (SPECIAL) CU YD 6020.0 15.00$ 90,300.00$ 35.00$ 210,700.00$ 27.50$ 165,550.00$ 51.00$ 307,020.00$ 45.00$ 270,900.00$ 30.00$ 180,600.00$ 4 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIALS CU YD 4580.0 25.00$ 114,500.00$ 35.00$ 160,300.00$ 37.50$ 171,750.00$ 51.00$ 233,580.00$ 30.00$ 137,400.00$ 50.00$ 229,000.00$ 5 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ YD 13325.0 3.00$ 39,975.00$ 1.70$ 22,652.50$ 1.50$ 19,987.50$ 2.50$ 33,312.50$ 2.00$ 26,650.00$ 1.50$ 19,987.50$ 6 TOPSOIL EXCAVATION AND PLACEMENT CU YD 2008.0 18.00$ 36,144.00$ 55.00$ 110,440.00$ 12.50$ 25,100.00$ 30.00$ 60,240.00$ 35.00$ 70,280.00$ 30.00$ 60,240.00$ 7 TEMPORARY DITCH CHECKS FOOT 555.0 11.00$ 6,105.00$ 8.00$ 4,440.00$ 13.00$ 7,215.00$ 15.00$ 8,325.00$ 15.00$ 8,325.00$ 20.00$ 11,100.00$ 8 PERIMETER EROSION BARRIER FOOT 7705.0 2.75$ 21,188.75$ 2.00$ 15,410.00$ 3.40$ 26,197.00$ 3.50$ 26,967.50$ 4.00$ 30,820.00$ 4.00$ 30,820.00$ 9 INLET AND PIPE PROTECTION EACH 13.0 200.00$ 2,600.00$ 200.00$ 2,600.00$ 250.00$ 3,250.00$ 310.00$ 4,030.00$ 200.00$ 2,600.00$ 250.00$ 3,250.00$ 10 RESTORATION, TYPE 1 SQ YD 18000.0 1.65$ 29,700.00$ 2.50$ 45,000.00$ 3.70$ 66,600.00$ 3.60$ 64,800.00$ 6.00$ 108,000.00$ 10.00$ 180,000.00$ 11 RESTORATION, TYPE 2 SQ YD 900.0 2.20$ 1,980.00$ 3.00$ 2,700.00$ 4.85$ 4,365.00$ 5.00$ 4,500.00$ 10.00$ 9,000.00$ 15.00$ 13,500.00$ 12 AGGREGATE SUBGRADE IMPROVEMENT CU YD 1350.0 44.00$ 59,400.00$ 52.00$ 70,200.00$ 45.00$ 60,750.00$ 116.00$ 156,600.00$ 65.00$ 87,750.00$ 45.00$ 60,750.00$ 13 AGGREGATE SUBGRADE IMPROVEMENT, 12" SQ YD 13450.0 14.70$ 197,715.00$ 17.00$ 228,650.00$ 15.00$ 201,750.00$ 14.00$ 188,300.00$ 24.00$ 322,800.00$ 25.00$ 336,250.00$ 14 HOT-MIX ASPHALT BASE COURSE, 5" SQ YD 10600.0 18.60$ 197,160.00$ 22.50$ 238,500.00$ 20.50$ 217,300.00$ 25.00$ 265,000.00$ 25.00$ 265,000.00$ 25.00$ 265,000.00$ 15 AGGREGATE SURFACE COURSE, TYPE B TON 73.0 30.00$ 2,190.00$ 70.00$ 5,110.00$ 50.00$ 3,650.00$ 58.00$ 4,234.00$ 100.00$ 7,300.00$ 35.00$ 2,555.00$ 16 BITUMINOUS MATERIALS (TACK COAT) POUND 6770.0 0.01$ 67.70$ 0.01$ 67.70$ 0.01$ 67.70$ 0.01$ 67.70$ 0.01$ 67.70$ 0.10$ 677.00$ 17 HOT-MIX ASPHALT BINDER COURSE, IL-19.0, N50 TON 1540.0 67.00$ 103,180.00$ 86.00$ 132,440.00$ 70.00$ 107,800.00$ 81.00$ 124,740.00$ 92.00$ 141,680.00$ 89.00$ 137,060.00$ 18 HOT-MIX ASPHALT SURFACE COURSE, IL9.5, MIX "D", N50 TON 930.0 73.00$ 67,890.00$ 88.00$ 81,840.00$ 80.00$ 74,400.00$ 90.00$ 83,700.00$ 101.00$ 93,930.00$ 95.00$ 88,350.00$ 19 DRIVEWAY PAVEMENT REMOVAL SQ YD 300.0 14.00$ 4,200.00$ 12.50$ 3,750.00$ 8.25$ 2,475.00$ 18.00$ 5,400.00$ 5.00$ 1,500.00$ 12.00$ 3,600.00$ 20 HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 3" SQ YD 300.0 30.00$ 9,000.00$ 42.50$ 12,750.00$ 30.00$ 9,000.00$ 51.00$ 15,300.00$ 38.00$ 11,400.00$ 50.00$ 15,000.00$ 21 AGGREGATE SHOULDERS, TYPE B, 9" SQ YD 1570.0 18.40$ 28,888.00$ 15.00$ 23,550.00$ 15.50$ 24,335.00$ 24.00$ 37,680.00$ 25.00$ 39,250.00$ 20.00$ 31,400.00$ 22 HOT-MIX ASPHALT SHOULDERS, 9" SQ YD 1570.0 43.00$ 67,510.00$ 50.00$ 78,500.00$ 50.00$ 78,500.00$ 55.00$ 86,350.00$ 60.00$ 94,200.00$ 45.00$ 70,650.00$ 23 PIPE CULVERT REMOVAL FOOT 163.0 20.00$ 3,260.00$ 15.00$ 2,445.00$ 20.00$ 3,260.00$ 11.00$ 1,793.00$ 31.00$ 5,053.00$ 15.00$ 2,445.00$ 24 PIPE CULVERT, RCP, TYPE 1, 12" FOOT 64.0 83.00$ 5,312.00$ 68.60$ 4,390.40$ 70.00$ 4,480.00$ 166.00$ 10,624.00$ 80.00$ 5,120.00$ 90.00$ 5,760.00$ 25 PIPE CULVERT, RCP, TYPE 1, 21" FOOT 21.0 100.00$ 2,100.00$ 85.75$ 1,800.75$ 95.00$ 1,995.00$ 233.00$ 4,893.00$ 110.00$ 2,310.00$ 150.00$ 3,150.00$ 26 PIPE CULVERT, D.I.P., TYPE 1, 12" FOOT 174.0 160.00$ 27,840.00$ 123.30$ 21,454.20$ 140.00$ 24,360.00$ 196.00$ 34,104.00$ 200.00$ 34,800.00$ 125.00$ 21,750.00$ 27 PIPE CULVERT, D.I.P., TYPE 1, 15" FOOT 58.0 192.00$ 11,136.00$ 161.75$ 9,381.50$ 185.00$ 10,730.00$ 341.00$ 19,778.00$ 220.00$ 12,760.00$ 170.00$ 9,860.00$ 28 METAL FLARED END SECTIONS 12" EACH 8.0 400.00$ 3,200.00$ 186.00$ 1,488.00$ 1,300.00$ 10,400.00$ 480.00$ 3,840.00$ 1,000.00$ 8,000.00$ 800.00$ 6,400.00$ 29 METAL FLARED END SECTIONS 15" EACH 4.0 500.00$ 2,000.00$ 217.00$ 868.00$ 1,400.00$ 5,600.00$ 580.00$ 2,320.00$ 1,100.00$ 4,400.00$ 1,000.00$ 4,000.00$ 30 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 12" EACH 2.0 1,000.00$ 2,000.00$ 905.00$ 1,810.00$ 2,000.00$ 4,000.00$ 1,260.00$ 2,520.00$ 1,600.00$ 3,200.00$ 2,000.00$ 4,000.00$ 31 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 21" EACH 1.0 1,500.00$ 1,500.00$ 1,475.00$ 1,475.00$ 2,100.00$ 2,100.00$ 2,480.00$ 2,480.00$ 1,800.00$ 1,800.00$ 3,000.00$ 3,000.00$ 32 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 15" FOOT 102.0 90.00$ 9,180.00$ 83.30$ 8,496.60$ 80.00$ 8,160.00$ 241.00$ 24,582.00$ 130.00$ 13,260.00$ 150.00$ 15,300.00$ 33 CATCH BASINS, TYPE A, 4' DIAMETER, TYPE 8 GRATE EACH 2.0 4,250.00$ 8,500.00$ 2,725.00$ 5,450.00$ 3,000.00$ 6,000.00$ 4,460.00$ 8,920.00$ 2,800.00$ 5,600.00$ 4,200.00$ 8,400.00$ 34 INLETS, TYPE B, TYPE 8 GRATE EACH 2.0 2,600.00$ 5,200.00$ 2,100.00$ 4,200.00$ 2,700.00$ 5,400.00$ 3,120.00$ 6,240.00$ 2,400.00$ 4,800.00$ 3,500.00$ 7,000.00$ 35 MANHOLES TO BE RECONSTRUCTED WITH NEW TYPE 8 GRATE EACH 1.0 1,600.00$ 1,600.00$ 1,475.00$ 1,475.00$ 5,800.00$ 5,800.00$ 1,960.00$ 1,960.00$ 2,000.00$ 2,000.00$ 2,000.00$ 2,000.00$ 36 INFILTRATION TRENCH FOOT 570.0 110.50$ 62,985.00$ 100.00$ 57,000.00$ 185.00$ 105,450.00$ 119.00$ 67,830.00$ 150.00$ 85,500.00$ 140.00$ 79,800.00$ 37 THERMOPLASTIC PAVEMENT MARKING - LETTERS AND SYMBOLS SQ FT 108.0 6.33$ 683.64$ 6.00$ 648.00$ 6.00$ 648.00$ 4.88$ 527.04$ 5.00$ 540.00$ 6.00$ 648.00$ 38 THERMOPLASTIC PAVEMENT MARKING - LINE 4" FOOT 10947.0 0.97$ 10,618.59$ 0.95$ 10,399.65$ 0.95$ 10,399.65$ 1.25$ 13,683.75$ 1.50$ 16,420.50$ 1.00$ 10,947.00$ 39 THERMOPLASTIC PAVEMENT MARKING - LINE 6" FOOT 233.0 1.65$ 384.45$ 1.25$ 291.25$ 1.25$ 291.25$ 2.00$ 466.00$ 2.00$ 466.00$ 2.00$ 466.00$ Elgin, IL 60120 UNIT PRICE AMOUNT WINNINGER EXCAVATING, INC. 8845 Schoger Dr. Naperville, IL 60564 UNIT PRICE AMOUNT FAXON ROAD AND BEECHER ROAD RECONSTRUCTION Hillside, IL 60162 Crystal Lake, IL 60014 BUILDERS PAVING, LLC CURRAN CONTRACTING CO. 4401 Roosevelt Road 286 Memorial Court D CONSTRUCTION, INC. 1488 S. Broadway Coal City, IL 60416 UNITED CITY OF YORKVILLE MARTAM CONSTRUCTION, INC. 1200 Gasket Drive UNIT PRICEUNIT QUANTITY AMOUNT UNIT PRICE AMOUNT AMOUNT AMOUNTUNIT PRICE UNIT PRICE ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BID TABULATION BID TABULATION ENGINEER'S ESTIMATE BIDS RECD 5/9/2025 52 Wheeler Road Sugar Grove, IL 60554 ITEM NO. DESCRIPTION Elgin, IL 60120 UNIT PRICE AMOUNT WINNINGER EXCAVATING, INC. 8845 Schoger Dr. Naperville, IL 60564 UNIT PRICE AMOUNT FAXON ROAD AND BEECHER ROAD RECONSTRUCTION Hillside, IL 60162 Crystal Lake, IL 60014 BUILDERS PAVING, LLC CURRAN CONTRACTING CO. 4401 Roosevelt Road 286 Memorial Court D CONSTRUCTION, INC. 1488 S. Broadway Coal City, IL 60416 UNITED CITY OF YORKVILLE MARTAM CONSTRUCTION, INC. 1200 Gasket Drive UNIT PRICEUNIT QUANTITY AMOUNT UNIT PRICE AMOUNT AMOUNT AMOUNTUNIT PRICE UNIT PRICE 40 THERMOPLASTIC PAVEMENT MARKING - LINE 24" FOOT 54.0 6.33$ 341.82$ 6.00$ 324.00$ 6.00$ 324.00$ 8.00$ 432.00$ 9.00$ 486.00$ 5.00$ 270.00$ 41 MODIFIED URETHANE PAVEMENT MARKING - LETTERS AND SYMBOLS SQ FT 47.0 22.00$ 1,034.00$ 10.00$ 470.00$ 10.00$ 470.00$ 25.00$ 1,175.00$ 25.00$ 1,175.00$ 6.00$ 282.00$ 42 MODIFIED URETHANE PAVEMENT MARKING - LINE 4" FOOT 1350.0 2.92$ 3,942.00$ 4.00$ 5,400.00$ 4.00$ 5,400.00$ 4.00$ 5,400.00$ 4.50$ 6,075.00$ 1.00$ 1,350.00$ 43 MODIFIED URETHANE PAVEMENT MARKING - LINE 6' FOOT 243.0 5.50$ 1,336.50$ 5.00$ 1,215.00$ 5.00$ 1,215.00$ 6.40$ 1,555.20$ 7.00$ 1,701.00$ 2.00$ 486.00$ 44 MODIFIED URETHANE PAVEMENT MARKING - LINE 24" FOOT 50.0 11.00$ 550.00$ 10.00$ 500.00$ 9.00$ 450.00$ 13.00$ 650.00$ 14.00$ 700.00$ 5.00$ 250.00$ 45 GROOVING FOR RECESSED PAVEMENT MARKING, LETTERS AND SYMBOLS SQ FT 192.0 9.35$ 1,795.20$ 14.05$ 2,697.60$ 14.05$ 2,697.60$ 5.00$ 960.00$ 5.00$ 960.00$ 5.00$ 960.00$ 46 GROOVING FOR RECESSED PAVEMENT MARKING 5" FOOT 1350.0 1.87$ 2,524.50$ 0.70$ 945.00$ 0.70$ 945.00$ 1.25$ 1,687.50$ 2.00$ 2,700.00$ 1.25$ 1,687.50$ 47 GROOVING FOR RECESSED PAVEMENT MARKING 7" FOOT 243.0 2.33$ 566.19$ 1.84$ 447.12$ 1.85$ 449.55$ 1.90$ 461.70$ 2.50$ 607.50$ 1.50$ 364.50$ 48 GROOVING FOR RECESSED PAVEMENT MARKING 13" FOOT 50.0 4.68$ 234.00$ 9.00$ 450.00$ 9.00$ 450.00$ 3.80$ 190.00$ 4.00$ 200.00$ 2.00$ 100.00$ 49 PAVEMENT MARKING REMOVAL - WATER BLASTING SQ FT 425.0 7.42$ 3,153.50$ 5.00$ 2,125.00$ 5.00$ 2,125.00$ 13.00$ 5,525.00$ 15.00$ 6,375.00$ 12.00$ 5,100.00$ 50 RELOCATE EXISTING MAILBOX EACH 2.0 500.00$ 1,000.00$ 500.00$ 1,000.00$ 575.00$ 1,150.00$ 300.00$ 600.00$ 350.00$ 700.00$ 400.00$ 800.00$ 51 RELOCATE EXISTING MAILBOX (SPECIAL) EACH 1.0 2,000.00$ 2,000.00$ 1,500.00$ 1,500.00$ 8,500.00$ 8,500.00$ 1,250.00$ 1,250.00$ 5,500.00$ 5,500.00$ 2,000.00$ 2,000.00$ 52 SIGN PANEL - TYPE 1 SQ FT 44.0 33.00$ 1,452.00$ 26.00$ 1,144.00$ 30.00$ 1,320.00$ 38.00$ 1,672.00$ 38.00$ 1,672.00$ 40.00$ 1,760.00$ 53 REMOVE SIGN PANEL ASSEMBLY - TYPE A EACH 4.0 99.00$ 396.00$ 25.00$ 100.00$ 90.00$ 360.00$ 180.00$ 720.00$ 115.00$ 460.00$ 150.00$ 600.00$ 54 RELOCATE SIGN PANEL ASSEMBLY - TYPE A EACH 4.0 330.00$ 1,320.00$ 211.00$ 844.00$ 300.00$ 1,200.00$ 300.00$ 1,200.00$ 400.00$ 1,600.00$ 400.00$ 1,600.00$ 55 TELESCOPING STEEL SIGN SUPPORT FOOT 165.0 16.50$ 2,722.50$ 14.00$ 2,310.00$ 15.00$ 2,475.00$ 23.00$ 3,795.00$ 20.00$ 3,300.00$ 20.00$ 3,300.00$ 56 TRAFFIC CONTROL AND PROTECTION (SPECIAL) L SUM 1.0 63,540.00$ 63,540.00$ 24,664.73$ 24,664.73$ 163,500.00$ 163,500.00$ 100,000.00$ 100,000.00$ 122,000.00$ 122,000.00$ 102,170.50$ 102,170.50$ 57 WOOD FENCE TO BE REMOVED AND RE-ERECTED FOOT 410.0 33.70$ 13,817.00$ 32.00$ 13,120.00$ 36.75$ 15,067.50$ 37.00$ 15,170.00$ 38.93$ 15,961.30$ 15.00$ 6,150.00$ 58 RAILROAD PROTECTIVE LIABILITY INSURANCE L SUM 1.0 10,000.00$ 10,000.00$ 3,000.00$ 3,000.00$ 10,000.00$ 10,000.00$ 4,500.00$ 4,500.00$ 8,000.00$ 8,000.00$ 10,000.00$ 10,000.00$ 59 ITEMS ORDERED BY THE ENGINEER UNIT 30000.0 1.00$ 30,000.00$ 1.00$ 30,000.00$ 1.00$ 30,000.00$ 1.00$ 30,000.00$ 1.00$ 30,000.00$ 1.00$ 30,000.00$ TOTAL (Items 1 - 59) 1,383,588.94$ 1,678,088.00$ 1,731,938.75$ 2,099,948.89$ 2,151,925.00$ 2,100,000.00$ % BELOW/ABOVE ENGINEER'S ESTIMATE -34.1% -20.1% -17.5% 0.0% 2.5% The highlighted cell contained an error that has been changed to the correct value. ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS Peter Cheryl Schmit Miguel Sandra E Camcho New Leaf Energy Brummel Family Trust 4 FAXONELDAMAINBEECHERFAXON Maxar, Microsoft, Copyright nearmap 2015 Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 ATTACHMENT E FAXON ROAD & BEECHER ROAD RECONSTRUCTION LOCATION MAPwww.eeiweb.com DATE DATE: PROJECT NO.: FILE: PATH: BY: MAY 2025 YO2435 MJT NO.REVISIONS ³United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 630-553-4350www.yorkville.il.us 0 700350 Feet YO2436_Reconstruction_Maps H:\GIS\Public\Yorkville\2024\YO2436\YO2436_Reconstruction_Maps\YO2436_Reconstruction_Maps.aprx Cyrus One Roadway Reconstruction 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #11 Tracking Number PW 2025-55 Faxon and Beecher Road Reconstruction Construction Engineering Agreement Public Works Committee – May 20, 2025 Majority Approval Proposed PSA from EEI for construction engineering for Faxon and Beecher Road reconstruction. Costs paid by C1. Eric Dhuse Public Works Name Department Summary A proposed Professional Services Agreement from EEI for the construction engineering for the Faxon and Beecher Road Reconstruction. Background The reconstruction of portions Faxon and Beecher Roads are part of the PUD agreement with C1 under Article 3. Developer Obligations. These roads will be completely rebuilt from old farm roads to our current standards for data center zoning. The reconstruction will take place only on the roadway adjacent to the C1 property. EEI has included a map in attachment E for your review. EEI is proposing an hourly rate professional service agreement in the amount of $199,944 to perform construction engineering services on this project. The services proposed would get us from the pre-construction meeting, daily documentation and oversight, material inspection coordination, verify pay estimates, punch list inspections, recommend acceptance, and provide record drawings. Per Section 3.2 of PUD agreement with C1, the developer agrees to pay the cost to design and construct the roadways. Recommendation Staff recommends approval of this professional service agreement with EEI in the amount of $199,944. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: May 12, 2025 Subject: Faxon and Beecher Road Reconstruction Const. Eng. PSA Resolution No. 2025-____ Page 1 Resolution No. 2025-_____ RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING AN ENGINEERING AGREEMENT WITH ENGINEERING ENTERPRISES, INC. WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City") is a non- home rule municipality duly organized and validly existing in accordance with the Constitution of the State of Illinois and the laws of this State; and WHEREAS, the City’s Public Works Department plans to reconstruct portions of Faxon Road and Beecher Roads (the “Project”) in accordance with Ordinance 2024-33, the Planned Unit Development Agreement with C1 Yorkville, LLC; and WHEREAS, completion of the Project will require engineering services conducted by an outside engineering firm; and WHEREAS, C1 Yorkville, LLC has agreed to pay the costs associated with the design and construction of these roadways in accordance with Section 3.2 of the Planned Unit Development Agreement (Ordinance 2024-33); and WHEREAS, Engineering Enterprises, Inc., of Sugar Grove, Illinois (“EEI”), has prepared an agreement between EEI and the City for engineering services related to the Project (the “Agreement”), said Agreement being attached hereto as Exhibit A; and WHEREAS, EEI has provided engineering services for various projects completed by the City, and the City administration has found that EEI is a qualified and experienced engineering firm; and WHEREAS, the City administration recommends approval of the Agreement. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council (the “Corporate Authorities”) of the United City of Yorkville, Kendall County, Illinois, as follows: Resolution No. 2025-____ Page 2 Section 1. The foregoing recitals are hereby incorporated in this Resolution as the findings of the Corporate Authorities. Section 2. The Mayor and City Clerk are hereby authorized to execute a Faxon Road and Beecher Road Reconstruction, United City of Yorkville, Professional Services Agreement – Construction Engineering, attached hereto as Exhibit A. Section 3. This Resolution shall be in full force and effect from and after its passage and approval according to law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ RUSTY CORNEILS _________ RUSTY HYETT _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ MAYOR Attest: ___________________________________ City Clerk UNITED CITY OF YORKVILLE Faxon Road and Beecher Road Reconstruction PAGE 1 Faxon Road and Beecher Road Reconstruction United City of Yorkville Professional Services Agreement – Construction Engineering THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as the "Contractor" or “ENGINEER” agrees as follows: A. Services: ENGINEER agrees to furnish to the City the following services: The ENGINEER shall provide any and all necessary engineering services to the City as indicated on the Scope of Services (Attachment B). Construction Engineering for all roadways indicated on Attachment E will be provided. Engineering will be in accordance with all City and Illinois Department of Transportation requirements. B. Term: Services will be provided beginning on the date of execution of this agreement and continuing, until terminated by either party upon 7 days written notice to the non -terminating party or upon completion of the Services. Upon termination the Contractor sha ll be compensated for all work performed for the City prior to termination. C. Compensation and maximum amounts due to Contractor: ENGINEER shall receive as compensation for all work and services to be performed herein, an amount based on the Estimated Level of Effort and Associated Cost included in Attachment C. Construction Engineering will be paid for as an Hourly Rate in the amount of $199,944. The hourly rates for this project are shown in the attached 202 5 Standard Schedule of Charges (Attachment E). All payments will be made according to the Illinois State Prompt Payment Act and not less than once every thirty days. D. Changes in Rates of Compensation: In the event that this contract is designated in Section B thereof as an Ongoing Contract, ENGINEER, on or before February 1st of any given year, shall provide written notice of any change in the rates specified in Section C hereof (or on any attachments hereto) and said changes shall only be effective on and after May 1st of that same year. E. Ownership of Records and Documents: Contractor agrees that all books and records and other recorded information developed specifically in connection with this agreement shall remain the property of the City. Contractor agrees to keep such information confidential and not to disclose or disseminate the information to third parties without the consent of the City. This confidentiality shall not apply UNITED CITY OF YORKVILLE Faxon Road and Beecher Road Reconstruction PAGE 2 to material or information, which would otherwise be subject to public disclosure through the freedom of information act or if already previously disclosed by a third party. Upon termination of this agreement, Contractor agrees to return all such materials to the City. The City agrees not to modify any original documents produced by Contractor without contractors consent. Modifications of any signed duplicate original document not authorized by ENGINEER will be at OWNER’s sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned document will, likewise, be at the OWNER’s sole risk and without legal liability to the ENGINEER. F. Governing Law: This contract shall be governed and construed in accordance with the laws of the State of Illinois. Venue shall be in Kendall County, Illinois. G. Independent Contractor: Contractor shall have sole control over the manner and means of providing the work and services performed under this agreement. The City’s relationship to the Contractor under this agreement shall be that of an independent contractor. Contractor will not be considered an employee to the City for any purpose. H. Certifications: Employment Status: The Contractor certifies that if any of its personnel are an employee of the State of Illinois, they have permission from their employer to perform the service. Anti-Bribery: The Contractor certifies it is not barred under 30 Illinois Compiled Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of bribery or attempted bribery of an officer or employee of the State of Illinois or any other state. Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not in default for a period of six months or more in an amount of $600 or more on the repayment of any educational loan guaranteed by the Illinois State Scholarship Commission made by an Illinois institution of higher education or any other loan made from public funds for the purpose of financing higher education (5 ILCS 385/3). Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any agency as a result of being convicted of a felony. Barred from Contracting: The Contractor certifies that it has not been barred from contracting as a result of a conviction for bid -rigging or bid rotating under 720 Illinois Compiled Statutes 5/33E or similar law of another state. Drug Free Workplace: The Contractor certifies that it is in compliance with the Drug Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this contract. UNITED CITY OF YORKVILLE Faxon Road and Beecher Road Reconstruction PAGE 3 The Drug Free Workplace Act requires, in part, that Contractors, with 25 or more employees certify and agree to take steps to ensure a drug free workplace by informing employees of the dangers of drug abuse, of the availability of any treatment or assist ance program, of prohibited activities and of sanctions that will be imposed for violations; and that individuals with contracts certify that they will not engage in the manufacture, distribution, dispensation, possession, or use of a controlled substance in the performance of the contract. Non-Discrimination, Certification, and Equal Employment Opportunity: The Contractor agrees to comply with applicable provisions of the Illinois Human Rights Act (775 Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilitie s Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights Rules is specifically incorporated herein. The Contractor shall comply with Executive Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order 11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R. Chapter 60). The Contractor agrees to incorporate this clause into all subcontracts under this Contract. International Boycott: The Contractor certifies that neither it nor any substantially owned affiliated company is participating or shall participate in an international boycott in violation of the provisions of the U.S. Export Administration Act of 1979 o r the regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS 582). Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20 -65 requires the Contractor (and any subcontractors) to maintain, for a period of 3 years after the later of the date of completion of this Contract or the date of final payment under the Contract, all books and records relating to the performance of the Contract and necessary to support amounts charged to the Village under the Contract. The Contract and all books and records related to the Contract shall be available for review and audit by the Village and the Illinois Auditor General. If this Contract is funded from contract/grant funds provided by the U.S. Government, the Contract, books, and records shall be available for review and audit by the Comptroller General of the U.S. and/or the Inspector General of the federal sponsoring agency. The Contractor agrees to cooperate fully with any audit and to provide full access to all relevant materials. United States Resident Certification: (This certification must be included in all contracts involving personal services by non-resident aliens and foreign entities in accordance with requirements imposed by the Internal Revenue Services for withholding and reporting federal income taxes.) The Contractor certifies that he/she is a: x United States Citizen ___ Resident Alien ___ Non-Resident Alien The Internal Revenue Service requires that taxes be withheld on payments made to non resident aliens for the performance of personal services at the rate of 30%. Tax Payer Certification : Under penalties of perjury, the Contractor certifies that its Federal Tax Payer Identification Number or Social Security Number is (provided separately) and is doing business as a (check one): ___ Individual ___ Real Estate Agent ___ Sole Proprietorship ___ Government Entity ___ Partnership ___ Tax Exempt Organization UNITED CITY OF YORKVILLE Faxon Road and Beecher Road Reconstruction PAGE 4 (IRC 501(a) only) x Corporation ___ Not for Profit Corporation ___ Trust or Estate ___ Medical and Health Care Services Provider Corp. I. Indemnification: Contractor shall indemnify and hold harmless the Village and Village’s agents, servants, and employees against all loss, damage, and expense which it may sustain or for which it will become liable on account of injury to or death of persons, or on accoun t of damage to or destruction of property resulting from the performance of work under this agreement by Contractor or its Subcontractors, or due to or arising in any manner from the wrongful act or negligence of Contractor or its Subcontractors of any employee of any of them. In the event that the either party shall bring any suit, cause of action or counterclaim against the other party, the non-prevailing party shall pay to the prevailing party the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the either party indemnify any other party for the consequences of that party’s negligence, including failure to follow the ENGINEER’s recommendations. J. Insurance: The Engineer agrees that it has either attached a copy of all required insurance certificates or that said insurance is not required due to the nature and extent of the types of services rendered hereunder. (Not applicable as having been previously supplied) K. Additional Terms or Modification: The terms of this agreement shall be further modified as provided on the attached Exhibits. Except for those terms included on the Exhibits, no additional terms are included as a part of this agreement. All prior understandings and agreements between the p arties are merged into this agreement, and this agreement may not be modified orally or in any manner other than by an agreement in writing signed by both parties. In the event that any provisions of this agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. The list of attachments are as follows: Attachment A: Standard Terms and Conditions Attachment B: Scope of Services Attachment C: Estimated Level of Effort and Associated Cost Attachment D: Estimated Project Schedule Attachment E: Location Map Attachment F: 2025 Standard Schedule of Charges UNITED CITY OF YORKVILLE Faxon Road and Beecher Road Reconstruction PAGE 5 L. Notices: All notices required to be given under the terms of this agreement shall be given mail, addressed to the parties as follows: For the City: For the Contractor: City Administrator and City Clerk Engineering Enterprises, Inc. United City of Yorkville 52 Wheeler Road 651 Prairie Pointe Drive Sugar Grove Illinois 60554 Yorkville, IL 60560 Either of the parties may designate in writing from time to time substitute addresses or persons in connection with required notices. Agreed to this ___day of _________, 202 5. United City of Yorkville: Engineering Enterprises, Inc.: _________________________________ ________________________________ John Purcell Bradley. P. Sanderson, PE Mayor Chief Operating Officer/President _________________________________ ________________________________ Jori Behland Angela Smith City Clerk Director of Marketing ENGINEERING ENTERPRISES, INC. ATTACHMENT A - MAY 2025 PAGE 1 STANDARD TERMS AND CONDITIONS Agreement: These Standard Terms and Conditions, together with the Professional Services Agreement, constitute the entire integrated agreement between the OWNER and Engineering Enterprises, Inc. (EEI) (hereinafter “Agreement”), and take precedence over any other provisions between the Parties. These terms may be amended, but only if both parties consent in writing. However, to the extent that the Scope of Work differs from the Standard Terms and Conditions, the Scope of Work document controls. Standard of Care: In providing services under this Agreement, the ENGINEER will endeavor to perform in a matter consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under same circumstances in the same locality. ENGINEER makes no other warranties, express or implied, written or oral under this Agreement or otherwise, in connection with ENGINEER’S service. Construction Engineering and Inspection: The ENGINEER shall not supervise, direct, control, or have authority over any contractor work, nor have authority over or be responsible for the means, methods, techniques sequences, or procedures of construction selected or used by any contractor, or the safety precautions and programs incident thereto, for security or safety of the site, nor for any failure of a contractor to comply with laws and regulations applicable to such contractor’s furnishing and performing of its work. The ENGINEER neither guarantees the performance of any contractor nor assumes responsibility for contractor’s failure to furnish and perform the work in accordance with the contract documents. The ENGINEER is not responsible for the acts or omissions of any contractor, subcontractor, or supplies, or any of their agents or employees or any other person at the site or otherwise furnishing or performing any work. Shop drawing and submittal review by the ENGINEER shall apply to only the items in the submissions and only for the purpose of assessing if upon installation or incorporation in the project work they are generally consistent with the construction documents.  OWNER agrees that the contractor is solely responsible for the submissions and for compliance with the construction documents.  OWNER further agrees that the ENGINEER’S review and action in relation to these submissions shall not constitute the provision of means, methods, techniques, sequencing or procedures of construction or extend or safety programs or precautions.  The ENGINEER’S consideration of a component does not constitute acceptance of the assembled items. The ENGINEER’S site observation during construction shall be at the times agreed upon in the Project Scope.  Through standard, reasonable means the ENGINEER will become generally familiar with observable completed work.  If the ENGINEER observes completed work that is inconsistent with the construction documents, that information shall be communicated to the contractor and OWNER for them to address. Opinion of Probable Construction Costs: ENGINEER’S opinion of probable construction costs represents ENGINEER’S best and reasonable judgment as a professional engineer. OWNER acknowledges that ENGINEER has no control over construction costs of contractor’s methods of determining pricing, or over competitive bidding by contractors, or of market conditions or changes thereto. ENGINEER cannot and does not guarantee that proposals, bids or actual construction costs will not vary from ENGINEER’S opinion of probable construction costs. Copies of Documents & Electronic Compatibility: Copies of Documents that may be relied upon by OWNER are limited to the printed copies (also known as hard copies) that are signed or sealed by the ENGINEER. Files in electronic media format of text, data, graphics, or of other types that are furnished by ENGINEER to OWNER are only for convenience of OWNER. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. When transferring documents in electronic media format, ENGINEER makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by ENGINEER at the beginning of the project. Changed Conditions: If, during the term of this Agreement, circumstances or conditions that were not originally contemplated by or known to the ENGINEER are revealed, to the extent that they affect the scope of services, compensation, schedule, allocation of risks, or other material terms of this Agreement, the ENGINEER may call for renegotiation of appropriate portions of this Agreement. The ENGINEER shall notify the OWNER of the changed conditions necessitating renegotiation, and the ENGINEER and the OWNER shall promptly and in good faith enter into renegotiation of this Agreement to address the changed conditions. If terms cannot be agreed to, the parties agree that either party has the absolute right to terminate this Agreement, in accordance with the termination provision hereof. Hazardous Conditions: OWNER represents to ENGINEER that to the best of its knowledge no Hazardous Conditions (environmental or otherwise) exist on the project site. If a Hazardous Condition is encountered or alleged, ENGINEER shall have the obligation to notify OWNER and, to the extent of applicable Laws and Regulations, appropriate governmental officials. It is acknowledged by both parties that ENGINEER's scope of services does not include any services related to a Hazardous Condition. In the event ENGINEER or any other party encounters a Hazardous Condition, ENGINEER may, at its option and without liability for consequential or any other damages, suspend performance of services on the portion of the project affected thereby until OWNER: (i) retains appropriate specialist consultant(s) or contractor(s) to identify and, as appropriate, abate, remediate, or remove the Hazardous Condition; and (ii) warrants that the project site is in full compliance with applicable Laws and Regulations. ENGINEER agrees to cooperate with the OWNER, as necessary, to remediate a Hazardous Condition, but same may result in additional costs to the OWNER. ENGINEERING ENTERPRISES, INC. ATTACHMENT A - MAY 2025 PAGE 2 Consequential Damages: Notwithstanding any other provision of this Agreement, and to the fullest extent permitted by law, neither the OWNER nor the ENGINEER, their respective officers, directors, partners, employees, contractors, or subcontractors shall be liable to the other or shall make any claim for any incidental, indirect, or consequential damages arising out of or connected in any way to the Project or to this Agreement. This mutual waiver of consequential damages shall include, but is not limited to, loss of use, loss of profit, loss of business, loss of income, loss of reputation, or any other consequential damages that either party may have incurred from any cause of action including negligence, strict liability, breach of contract, and breach of strict or implied warranty. Both the OWNER and the ENGINEER shall require similar waivers of consequential damages protecting all the entities or persons named herein in all contracts and subcontracts with others involved in this project. Termination: This Agreement may be terminated for convenience, without cause, upon fourteen (14) days written notice of either party. In the event of termination, the ENGINEER shall prepare a final invoice and be due compensation as set forth in the Professional Services Agreement for all costs incurred through the date of termination. Either party may terminate this Agreement for cause upon giving the other party not less than seven (7) calendar days’ written notice for the following reasons: (a) Substantial failure by the other party to comply with or perform in accordance with the terms of the Agreement and through no fault of the terminating party; (b) Assignment of the Agreement or transfer of the project without the prior written consent of the other party; (c) Suspension of the project or the ENGINEER’S services by the OWNER for a period of greater than ninety (90) calendar days, consecutive or in the aggregate. (d) Material changes in the conditions under which this Agreement was entered into, the scope of services or the nature of the project, and the failure of the parties to reach agreement on the compensation and schedule adjustments necessitated by such changes. Payment of Invoices: Invoices are due and payable within 30 days of receipt unless otherwise agreed to in writing. Third Party Beneficiaries: Nothing contained in this Agreement shall create a contractual relationship with or a cause of action in favor of a third party against either the OWNER or the ENGINEER. The ENGINEER’S services under this Agreement are being performed solely and exclusively for the OWNER’S benefit, and no other party or entity shall have any claim against the ENGINEER because of this Agreement or the performance or nonperformance of services hereunder. The OWNER and ENGINEER agree to require a similar provision in all contracts with contractors, subcontractors, vendors and other entities involved in this Project to carry out the intent of this provision. Force Majeure: Each Party shall be excused from the performance of its obligations under this Agreement to the extent that such performance is prevented by force majeure (defined below) and the nonperforming party promptly provides notice of such prevention to the other party. Such excuse shall be continued so long as the condition constituting force majeure continues. The party affected by such force majeure also shall notify the other party of the anticipated duration of such force majeure, any actions being taken to avoid or minimize its effect after such occurrence, and shall take reasonable efforts to remove the condition constituting such force majeure. For purposes of this Agreement, “force majeure” shall include conditions beyond the control of the parties, including an act of God, acts of terrorism, voluntary or involuntary compliance with any regulation, law or order of any government, war, acts of war (whether war be declared or not), labor strike or lock-out, civil commotion, epidemic, failure or default of public utilities or common carriers, destruction of production facilities or materials by fire, earthquake, storm or like catastrophe. The payment of invoices due and owing hereunder shall in no event be delayed by the payer because of a force majeure affecting the payer. Additional Terms or Modification: All prior understandings and agreements between the parties are merged into this Agreement, and this Agreement may not be modified orally or in any manner other than by an Agreement in writing signed by both parties. In the event that any provisions of this Agreement shall be held to be invalid or unenforceable, the remaining provisions shall be valid and binding on the parties. Assignment: Neither party to this Agreement shall transfer or assign any rights or duties under or interest in this Agreement without the prior written consent of the other party. Subcontracting normally contemplated by the ENGINEER shall not be considered an assignment for purposes of this Agreement. Waiver: A party’s waiver of, or the failure or delay in enforcing any provision of this Agreement shall not constitute a waiver of the provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement. Attorney’s Fees: In the event of any action or proceeding brought by either party against the other under this Agreement, the prevailing party shall be entitled to recover from the other all costs and expenses including without limitation the reasonable fees of its attorneys in such action or proceeding, including costs of appeal, if any, in such amount as the Court may adjudge reasonable. Fiduciary Duty: Nothing in this Agreement is intended to create, nor shall it be construed to create, a fiduciary duty owed to either party to the other party. EEI makes no warranty, express or implied, as to its professional services rendered. Headings: The headings used in this Agreement are inserted only as a matter of convenience only, and in no way define, limit, enlarge, modify, explain or define the text thereof nor affect the construction or interpretation of this Agreement. UNITED CITY OF YORKVILLE, IL FAXON ROAD AND BEECHER ROAD RECONSTRUCTION PAGE 1 Faxon Road and Beecher Road Reconstruction United City of Yorkville, IL Professional Services Agreement – Construction Engineering Attachment B – Scope of Services Construction Engineering:  Attend the Pre-Construction Meeting with the Contractor and City Staff  Provide construction layout for the proposed improvements  Shop drawing review  Provide resident engineering for periodic on-site observation  Daily documentation of work tasks and calculation of installed pay items  Monitor adherence to specifications.  Monitor adherence to construction schedule and make recommendations when appropriate.  Monitor traffic control on a regular basis.  Gather material inspection and coordinate any required testing on behalf of the City.  Provide guidance to the contractor when questions arise during construction.  Prepare/verify pay estimates.  Gather and review waivers of lien.  Provide information to residents as required.  Perform punch list inspections, provide follow-up inspections and recommend acceptance when appropriate  Prepare and review record drawings  Communicate activities with City weekly, or as required based on onsite activities.  Prepare necessary closeout paperwork ATTACHMENT C: ESTIMATED LEVEL OF EFFORT AND ASSOCIATED COST PROFESSIONAL ENGINEERING SERVICES CLIENT PROJECT NUMBER United City of Yorkville YO2435-P PROJECT TITLE DATE PREPARED BY Faxon Road and Beecher Road Reconstruction - Construction Engineering ROLE PIC PM SPE 1 PE SPT 2 PS ADMIN PERSON RATE $256 $218 $193 $175 $182 $175 $75 CONSTRUCTION ENGINEERING 3.1 4 24 18 6 2 54 10,930$ 3.2 14 10 84 56 164 30,070$ 3.3 4 20 570 160 2 756 143,544$ Construction Engineering Subtotal:8 58 598 166 84 56 4 974 184,544$ 8 58 598 166 84 56 4 974 184,544 EEI STAFF DIRECT EXPENSES PIC Principal In Charge Printing/Scanning = -$ PM Project Manager Vehicle Charges ($65/Day) =3,900$ SPE 1 Senior Project Engineer I Rubino (Material Testing) =11,500$ PE Project Engineer DIRECT EXPENSES =15,400$ SPT 2 Senior Project Technician II PS Project Surveyor LABOR SUMMARY ADMIN Adminstrative Assistant EEI Labor Expenses = 184,544$ TOTAL LABOR EXPENSES 184,544$ TOTAL COSTS 199,944$ 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com PROJECT TOTAL: CJO5/8/25 COSTTASK NO.TASK DESCRIPTION HOURS Construction Administration Construction Layout Observation and Documentation ATTACHMENT D: ESTIMATED SCHEDULE CLIENT PROJECT NUMBER United City of Yorkville YO2435 PROJECT TITLE DATE PREPARED BY Faxon Road and Beecher Road Reconstruction - Construction Engineering JHS MAY JUN JUL AUG SEP OCT NOV CONSTRUCTION ENGINEERING 3.1 3.2 3.3 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com Observation and Documentation Construction Layout TASK NO.TASK DESCRIPTION 5/8/25 Contract Administration Peter Cheryl Schmit Miguel Sandra E Camcho New Leaf Energy Brummel Family Trust 4 FAXONELDAMAINBEECHERFAXON Maxar, Microsoft, Copyright nearmap 2015 Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 ATTACHMENT E FAXON ROAD & BEECHER ROAD RECONSTRUCTION LOCATION MAPwww.eeiweb.com DATE DATE: PROJECT NO.: FILE: PATH: BY: MAY 2025 YO2435 MJT NO.REVISIONS ³United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 630-553-4350www.yorkville.il.us 0 700350 Feet YO2436_Reconstruction_Maps H:\GIS\Public\Yorkville\2024\YO2436\YO2436_Reconstruction_Maps\YO2436_Reconstruction_Maps.aprx Cyrus One Roadway Reconstruction EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE Senior Principal E-4 $256.00 Principal E-3 $251.00 Senior Project Manager E-2 $243.00 Project Manager E-1 $218.00 Senior Project Engineer/Surveyor II P-6 $208.00 Senior Project Engineer/Surveyor I P-5 $193.00 Project Engineer/Surveyor P-4 $175.00 Senior Engineer/Surveyor P-3 $161.00 Engineer/Surveyor P-2 $146.00 Associate Engineer/Surveyor P-1 $132.00 Senior Project Technician II T-6 $182.00 Senior Project Technician I T-5 $171.00 Project Technician T-4 $159.00 Senior Technician T-3 $146.00 Technician T-2 $132.00 Associate Technician T-1 $115.00 Engineering/Land Surveying Intern I-1 $ 85.00 Director of Marketing and Business Development M-4 $135.00 Marketing Coordinator M-2 $100.00 Executive Administrative Assistant A-4 $ 80.00 Administrative Assistant A-3 $ 75.00 VEHICLES. DRONE, EXPERT TESTIMONY, REPROGRAPHICS AND DIRECT COSTS* Vehicle for Construction Observation $ 20.00 Unmanned Aircraft System / Unmanned Aerial Vehicle / Drone $235.00 Expert Testimony $290.00 In-House Scanning and Reproduction $0.25/Sq. Ft. (Black & White) $1.00/Sq. Ft. (Color) Reimbursable Expenses (Direct Costs) Cost Services by Others (Direct Costs) Cost + 10% * unless specified otherwise in agreement STANDARD SCHEDULE OF CHARGES ~ JANUARY 1, 2025 ATTACHMENT F 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #12 Tracking Number PW 2025-56 Southern Sanitary Sewer Connection – Change Order No. 2 Majority Consideration of Approval Please see the attached memo. Brad Sanderson Engineering Name Department Public Works Committee – May 20, 2025 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 Fischer Excavating, Inc. entered into an agreement for a Contract value of $826,384.00 for the above-referenced project. Per Ordinance 2024-31, the project's funding is by C1 Yorkville, LLC. Question Presented: Should the City approve Change Order No. 2 which would increase the contract amount by $85,000.00. Discussion: During the installation of the proposed 20” steel casing pipe under Rob Roy Creek, several boulders were encountered. As a general rule, rocks of this type can be removed with the standard auger as long as they are less than 1/3 of the diameter of the casing pipe. The size of boulders encountered were causing significant delays due to the contractor needing to stop work to remove the boulders. As a result, the Contractor spent one work day boring only to advance the 20-inch casing 10-feet. It is recommended that the casing be upsized to 30-inches so these obstructions can be more easily removed. Upsizing the casing will also allow the removal of more significant obstructions over the 20- inch casing if encountered. The additional cost comes from additional material costs, upsizing casing spacers and end seals, additional labor for welding and handling of upsized pipe, and additional effort to manage a greater amount of spoils coming from the boring operation. C1 Yorkville, LLC also reviewed the change order request and provided approval. Action Required: Consideration of approval of Change Order No. 2 in the amount of $85,000.00. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Erin Willrett, Assistant City Administrator Rob Fredrickson, Finance Director Jori Behland, City Clerk Date: May 20, 2025 Subject: Southern Sanitary Sewer Connection Resolution No. 2025-____ Page 1 Resolution No. 2025-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING A SECOND CHANGE ORDER RELATING TO THE SOUTHERN SANITARY SEWER CONNECTION WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, the City had approved a contract in the amount of $826,384.00 with Fischer Excavating, Inc. (“Fischer”), for a project commonly known as the Southern Sanitary Sewer Connection (the “Project”); and WHEREAS, an earlier change order, approved by Resolution No. 2025-46, adopted March 25, 2025, increased the total price of the Project to $915,066.00; and WHEREAS, C1 Yorkville, LLC, a Delaware limited liability company (“C1 Yorkville”) has agreed to pay the costs of the Project, as it is necessary to a data center project that C1 Yorkville plans to develop; and WHEREAS, the price of the Project has since increased in the amount of $85,000.00 (the “Change Order”) as, due to the size and number of boulders encountered while Fischer was constructing the Project, the casing used in the Project must be increased from 20” to 30” and additional work will result from increasing the size of the casing; and WHEREAS, all change orders increasing or decreasing the cost of a public contract by at least $25,000 must meet the required findings that circumstances necessitating the change were not reasonably foreseeable at the time the contract was signed; or the change is germane to the original contract as signed; or the Change Order is in the best interest of the City as required by Section 33E-9 of the Illinois Criminal Code (720 ILCS 5/33E-9); and Resolution No. 2025-____ Page 2 WHEREAS, it has been recommended to the Mayor and City Council (the “Corporate Authorities”) that a Change Order increasing the total contract price to the amount of $1,000,066.00 was not reasonably foreseeable at the time the contract was signed, as set forth in the proposal from Fischer. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Section 1. The foregoing recitals are hereby incorporated in this Resolution as the findings of the Corporate Authorities. Section 2. The Corporate Authorities hereby find and declare that Change Order No. 2 to the Southern Sanitary Sewer Connection contract with Fischer Excavating, Inc., which results in a total increase in the amount of $85,000.00, is required and that such increase is in the best interests of the City. Section 3. The Change Order is hereby approved, and the City Administrator is authorized to execute the Change Order as hereinabove identified. Section 4. That this resolution shall be in full force and effect from and after its passage and approval according to law. [Remainder of Page Intentionally Blank; Roll Call Vote to Follow] Resolution No. 2025-____ Page 3 Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ RUSTY CORNEILS _________ RUSTY HYETT _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ MAYOR Attest: ______________________________ CITY CLERK L:\Agendas - Packets\Packets\2025 Packets\Public Works\05-20-25\Southern Sanitary Sewer Change Order 2\3. Change Order 2.doc CHANGE ORDER Order No. 2 Date: May 20, 2025 Agreement Date: January 17, 2025 NAME OF PROJECT: Southern Sanitary Sewer Connection OWNER: United City of Yorkville CONTRACTOR: Fischer Excavating, Inc. The following changes are hereby made to the CONTRACT DOCUMENTS: 1) Upsize steel casing to 30-inches in diameter $85,000.00 Change of CONTRACT PRICE: Original CONTRACT PRICE: $ 826,384.00 Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S) $ 915,066.00 The CONTRACT PRICE due to this CHANGE ORDER will be (increased)(decreased) by: $ _85,000.00 The new CONTRACT PRICE including this CHANGE ORDER will be $ 1,000,066.00 Justification: 1) During the casing installation under Rob Roy Creek, several small boulders were encountered. These boulders drastically slowed the progress of the work and resulted in the Contractor spending one whole day advancing the 20-inch casing only 10-feet. Thus, it is recommended that the casing be upsized to 30-inch diameter so these obstructions can be more easily removed. Otherwise, there will be a significant cost increase to shut down the progress of the work while they are removed via other means. Change to CONTRACT TIME: The contract time is increased/decreased by 0 days. Requested by: _ __Fischer Excavating, Inc. 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/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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #13 Tracking Number PW 2025-57 Southern Sanitary Sewer Connection and Eldamain Water Main Loop South BNSF Agreement Majority Acceptance of BNSF License Agreements Please see the attached memo. Brad Sanderson Engineering Name Department Public Works Committee – May 20, 2025 As part of the Southern Sanitary Sewer Improvements, the City is installing sanitary sewer near Beecher Road where Beecher intersects the BNSF railroad tracks. As a part of the project, sanitary sewer must be installed underneath railroad tracks owned by BNSF. Additionally, as part of the Eldamain Water Main Loop – South project, the City will be installing water main along Beecher Road where Beecher Road intersects the BNSF railroad tracks. As a part of this project, the water main must be installed underneath railroad tracks owned by BNSF. Both crossings of the railroad tracks require the City to enter into a licensing agreement with BNSF. Each License Agreement language carries a one-time license fee of $3,700 for a total fee amount of $7,400. Per Ordinance 2024-31, the project's funding is by C1 Yorkville, LLC. We recommend the acceptance and approval of the License Agreements with BNSF. The City Attorney has reviewed the agreements and has found them to be acceptable. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Rob Fredrickson, Finance Director Date: May 12, 2025 Subject: Southern Sanitary Sewer Connection – BNSF License Agreement Eldamain Water Main Loop South – BNSF License Agreement Tracking #24W-22584 BF-20536970 - 1 - Form 424; Rev. 20200605 PIPELINE LICENSE THIS PIPELINE LICENSE ("License") is made to be effective ____________, 2025 (the "Effective Date") by and between BNSF RAILWAY COMPANY, a Delaware corporation ("Licensor") and UNITED CITY OF YORKVILLE, an Illinois Municipality ("Licensee"). In consideration of the mutual covenants contained herein, the parties agree to the following: GENERAL 1. Grant of License. Licensor hereby grants Licensee a non-exclusive license, subject to all rights, interests, and estates of third parties, including, without limitation, any leases, use rights, easements, liens, or other encumbrances, and upon the terms and conditions set forth below, to construct and maintain, in strict accordance with the drawings and specifications approved by Licensor as part of Licensee's application process (the "Drawings and Specifications"), one (1) pipeline, 12 inches in diameter inside a 20 inch Steel casing (collectively, the "Pipeline"), across or along Licensor's rail corridor at or near the station of Yorkville, County of Kendall, State of Illinois, Line Segment 0001, Mile Post 47.80 as shown on the attached Drawing No. 92446, dated October 2, 2024, attached hereto as Exhibit "A" and incorporated herein by reference (the "Premises"). 2. Term. This License shall commence on the Effective Date and shall continue for a period of twenty-five (25) years, subject to prior termination as hereinafter described. 3. Existing Improvements. Licensee shall not disturb any improvements of Licensor or Licensor's existing lessees, licensees, easement beneficiaries or lien holders, if any, or interfere with the use, repair, maintenance or replacement of such improvements. 4. Use of the Premises. Licensee shall use the Premises solely for construction, maintenance, and use of the Pipeline in accordance with the Drawings and Specifications. The Pipeline shall carry Sanitary Sewer, and Licensee shall not use the Pipeline to carry any other material or use the Premises for any other purpose. Licensee is expressly prohibited from using or allowing any telecommunication facilities or equipment within the Premises, or using or allowing the use of the Premises for any other purpose. 5. Alterations. Except as set forth in this License, Licensee may not make any alterations to the Premises or permanently affix anything to the Premises or any buildings or other structures adjacent to the Premises without Licensor's prior written consent. COMPENSATION 6. License Fee. Licensee shall pay Licensor, prior to the Effective Date, a one-time payment (in lieu of recurring periodic fixed license fees) in the amount the sum of Three Thousand Seven Hundred and No/100 Dollars ($3,700.00) as compensation for the use of the Premises. 7. Costs and Expenses. 7.1 For the purpose of this License, "cost" or "costs" and "expense" or "expenses" includes, but is not limited to, actual labor and material costs including all assignable additives, and material and supply costs at current value where used. 7.2 Licensee agrees to reimburse Licensor (pursuant to the terms of Section 8 below) for all costs and expenses incurred by Licensor in connection with Licensee's use of the Premises or the presence, construction and maintenance of the Pipeline, including but not limited to the furnishing of Licensor's flaggers and any vehicle rental costs incurred, inspection coordination, safety, mobilization and/or other observation services described in this License (collectively, the "Services"). Licensee shall bear the cost of the Services, when deemed necessary by Licensor's representative. Flagging costs shall include, but not be limited to, the following: pay for at least an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays (as applicable); vacation allowance; paid holidays (as applicable); railway and Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB April 5 Tracking #24W-22584 BF-20536970 - 2 - Form 424; Rev. 20200605 unemployment insurance; public liability and property damage insurance; health and welfare benefits; transportation; meals; lodging and supervision. Negotiations for railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase flagging rates. Flagging rates in effect at the time of performance by the flaggers will be used to calculate the flagging costs pursuant to this Section 7. 7.3 Licensor, at its sole discretion, may elect to designate a third party (the "Scheduling Agent"), to perform and/or arrange for the performance of the Services. 8. Payment Terms. All invoices are due thirty (30) days after the date of invoice. If Licensee fails to pay any monies due to Licensor within thirty (30) days after the invoice date, then Licensee shall pay interest on such unpaid sum from the due date until paid at an annual rate equal to the lesser of (i) the prime rate last published in The Wall Street Journal in the preceding December plus two and one-half percent (2- 1/2%), or (ii) the maximum rate permitted by law. LICENSOR'S RESERVED RIGHTS 9. Reserved Rights of Use. Licensor excepts and reserves the right, to be exercised by Licensor and any other parties who may obtain written permission or authority from Licensor: 9.1 to maintain, use, operate, repair, replace, modify and relocate any utility, power or communication pipe/lines/cables and appurtenances (other than the Pipeline) and other facilities or structures of like character upon, over, under or across the Premises existing as of the Effective Date; 9.2 to construct, maintain, renew, use, operate, change, modify and relocate any tracks or additional facilities, structures and related appurtenances upon, over, under or across the Premises; or 9.3 to use the Premises in any manner as Licensor in its sole discretion deems appropriate, provided Licensor uses all commercially reasonable efforts to avoid material interference with the use of the Premises by Licensee for the purpose specified in Section 4 above. 10. Right to Require Relocation. If at any time during the term of this License, Licensor desires the use of its rail corridor in such a manner as would, in Licensor's reasonable opinion, be interfered with by the Pipeline, Licensee shall, at its sole expense, within thirty (30) days after receiving written notice from Licensor to such effect, make such changes in the Pipeline as in the sole discretion of Licensor may be necessary to avoid interference with the proposed use of Licensor's rail corridor, including, without limitation, the relocation of the Pipeline, or the construction of a new pipeline to replace the Pipeline. Notwithstanding the foregoing, Licensee agrees to make all emergency changes and minor adjustments, as determined by Licensor in its sole discretion, to the Pipeline promptly upon Licensor's request. LICENSEE'S OPERATIONS 11. Construction and Maintenance of the Pipeline. 11.1 Licensee shall not enter the Premises or commence construction unless accompanied by Licensor's representative, the Scheduling Agent or its designee. Licensee shall notify Licensor’s representative or the Scheduling Agent at ROWCoordinator@BNSF.com at least ten (10) business days prior to installation of the Pipeline and prior to entering the Premises for any subsequent maintenance thereon. Only in the event of emergency, Licensee shall notify Licensor’s Roadmaster of entry onto the Premises, at the telephone 815-875-7369, as soon as practicable and shall promptly thereafter follow up with written notice of such entry to the email provided above. 11.2 Licensee's on-site supervisors shall retain/maintain a fully executed copy of this License at all times while on the Premises. 11.3 While on the Premises, Licensee shall use only public roadways to cross from one side of Licensor's tracks to the other. Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 3 - Form 424; Rev. 20200605 11.4 Any contractors or subcontractors performing work on the Pipeline or entering the Premises on behalf of Licensee shall be deemed servants and agents of Licensee for purposes of this License. 11.5 Under no conditions shall Licensee be permitted to conduct any tests, investigations or any other activity using mechanized equipment and/or machinery, or place or store any mechanized equipment, tools or other materials, within twenty-five (25) feet of the centerline of any railroad track on the Premises unless Licensee has obtained prior written approval from Licensor. Licensee shall, at its sole cost and expense, perform all activities on and about the Premises, including without limitation all construction and maintenance of the Pipeline, in such a manner and of such materials as not at any time to endanger or interfere with (i) the existence or use of present or future tracks, roadbeds, or property of Licensor, (ii) the safe operation and activities of Licensor or existing third parties, or (iii) the rights or interests of third parties. If ordered to cease using the Premises at any time by Licensor's personnel due to any hazardous condition, Licensee shall immediately do so. Notwithstanding the foregoing right of Licensor, the parties agree that Licensor has no duty or obligation to monitor Licensee's use of the Premises to determine the safe nature thereof, it being solely Licensee's responsibility to ensure that Licensee's use of the Premises is safe. Neither the exercise nor the failure by Licensor to exercise any rights granted in this Section will alter the liability allocation provided by this License. 11.6 Licensee shall, at its sole cost and expense, construct and maintain the Pipeline in such a manner and of such material that the Pipeline will not at any time endanger or interfere with (i) the existence or use of present or future tracks, roadbeds, or property of Licensor, (ii) the safe operation and activities of Licensor or existing third parties, or (iii) the rights or interests of third parties. The construction of the Pipeline shall be completed within one (1) year of the Effective Date, and any subsequent maintenance shall be completed within one (1) year of initiation. Within fifteen (15) days after completion of the construction of the Pipeline or the performance of any subsequent maintenance thereon, Licensee shall, at Licensee's own cost and expense, restore the Premises to substantially their state as of the Effective Date, unless otherwise approved in advance by Licensor in writing. On or before expiration or termination of this License for any reason, Licensee shall, at its sole cost and expense, surrender the Premises to Licensor pursuant to the terms and conditions set forth in Section 24 hereof. 11.7 Licensor may direct one or more of its field engineers or inspectors to observe or inspect the construction and/or maintenance of the Pipeline at any time for compliance with the Drawings and Specifications and Legal Requirements (defined below). Licensee shall reimburse Licensor for the cost of such observation or inspection related services pursuant to Section 8. If ordered at any time to halt construction or maintenance of the Pipeline by Licensor's personnel due to non-compliance with the Drawings and Specifications or any other hazardous condition, Licensee shall immediately do so. Notwithstanding the foregoing right of Licensor, the parties agree that Licensor has no duty or obligation to observe or inspect, or to halt work on, the Pipeline, it being solely Licensee's responsibility to ensure that the Pipeline is constructed and maintained in strict accordance with the Drawings and Specifications and in a safe and workmanlike manner in compliance with all terms hereof. Neither the exercise of, nor the failure by Licensor to exercise, any right granted by this Section will alter in any way the liability allocation provided by this License. If at any time Licensee shall, in the sole judgment of Licensor, fail to properly perform its obligations under this Section 11, Licensor may, at its option and at Licensee's sole expense, arrange for the performance of such work as it deems necessary for the safety of its operations and activities. Licensee shall promptly reimburse Licensor for all costs and expenses of such work, pursuant to the terms of Section 8. Licensor's failure to perform any obligations of Licensee shall not alter the liability allocation hereunder. 11.8 Cutting head must travel at 0.0% grade (or downward) beginning 25’ (minimum) from centerline of track until it reaches a point 25’ (minimum) from the centerline of track. Minimum pressure must be applied to pumping the slurry to the cutting head during drilling. This will deter the bentonite slurry used for lubrication from seeping up and fouling the track roadbed. A Flagman must be present during installation and will monitor the ballast and roadbed. Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 4 - Form 424; Rev. 20200605 12. Boring and Excavation. 12.1 Prior to Licensee conducting any boring, excavation, or similar work on or about any portion of the Premises, Licensee shall contact the applicable State's call-before-you-dig utility location service to have 3rd parties mark the location of utilities. Licensee shall explore the proposed location for such work with hand tools to a depth of at least three (3) feet below the surface of the ground to determine whether pipelines or other structures exist below the surface, provided, however, that in lieu of the foregoing hand-tool exploration, Licensee shall have the right to use suitable detection equipment or other generally accepted industry practice (e.g., consulting with the United States Infrastructure Corporation) to determine the existence or location of pipelines and other subsurface structures prior to drilling or excavating with mechanized equipment. Licensee shall request information from Licensor concerning the existence and approximate location of Licensor's underground lines, utilities, and pipelines at or near the vicinity of the proposed Pipeline by contacting Licensor's Telecommunications Helpdesk, currently at 1-800- 713-3599 (option1), at least ten (10) business days prior to installation of the Pipeline. Upon receiving Licensee's timely request, Licensor will provide Licensee with the information Licensor has in its possession regarding any existing underground lines, utilities, and pipelines at or near the vicinity of the proposed Pipeline and, if applicable, identify the location of such lines on the Premises pursuant to Licensor's standard procedures. Licensor does not warrant the accuracy or completeness of information relating to subsurface conditions of the Premises and Licensee's operations will be subject at all times to the liability provisions herein. 12.2 For all bores greater than 26-inch diameter and at a depth less than 10.0 feet below bottom of rail, a soil investigation must be performed by Licensee and reviewed by Licensor prior to construction. This study is to determine if granular material is present, and to prevent subsidence during the installation process. If the investigation determines in Licensor's reasonable opinion that granular material is present, Licensor may select a new location for Licensee's use, or may require Licensee to furnish for Licensor's review and approval, in Licensor's sole discretion, a remedial plan to deal with the granular material. Once Licensor has approved any such remedial plan in writing, Licensee shall, at Licensee's sole cost and expense, carry out the approved plan in accordance with all terms thereof and hereof. 12.3 No wells shall be installed without prior written approval from Licensor. 12.4 Any open hole, boring, or well constructed on the Premises by Licensee shall be safely covered and secured at all times when Licensee is not working in the actual vicinity thereof. Following completion of that portion of the work, all holes or borings constructed on the Premises by Licensee shall be: 12.4.1 filled in to surrounding ground level with compacted bentonite grout; or 12.4.2 otherwise secured or retired in accordance with any applicable Legal Requirement. No excavated materials may remain on Licensor's property for more than ten (10) days, but must be properly disposed of by Licensee in accordance with applicable Legal Requirements. LIABILITY AND INSURANCE 13. Liability and Indemnification. 13.1 For purposes of this License: (a) "Indemnitees" means Licensor and Licensor's affiliated companies, partners, successors, assigns, legal representatives, officers, directors, shareholders, employees, and agents; (b) "Liabilities" means all claims, liabilities, fines, penalties, costs, damages, losses, liens, causes of action, suits, demands, judgments, and expenses (including, without limitation, court costs, reasonable attorneys' fees, costs of investigation, removal and remediation, and governmental oversight costs) environmental or otherwise; and (c) "Licensee Parties" means Licensee and Licensee's officers, agents, invitees, Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 5 - Form 424; Rev. 20200605 licensees, employees, or contractors, or any party directly or indirectly employed by any of them, or any party they control or exercise control over. 13.2 TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE SHALL, AND SHALL CAUSE ITS CONTRACTOR TO, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS INDEMNITEES FOR, FROM, AND AGAINST ANY AND ALL LIABILITIES OF ANY NATURE, KIND, OR DESCRIPTION DIRECTLY OR INDIRECTLY ARISING OUT OF, RESULTING FROM, OR RELATED TO (IN WHOLE OR IN PART): 13.2.1 THIS LICENSE, INCLUDING, WITHOUT LIMITATION, ITS ENVIRONMENTAL PROVISIONS, 13.2.2 ANY RIGHTS OR INTERESTS GRANTED PURSUANT TO THIS LICENSE, 13.2.3 LICENSEE'S OCCUPATION AND USE OF THE PREMISES, 13.2.4 THE ENVIRONMENTAL CONDITION AND STATUS OF THE PREMISES CAUSED BY OR CONTRIBUTED TO BY LICENSEE, OR 13.2.5 ANY ACT OR OMISSION OF ANY LICENSEE PARTY. 13.3 TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE NOW AND FOREVER WAIVES AND WILL INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FROM ANY AND ALL CLAIMS THAT BY VIRTUE OF ENTERING INTO THIS LICENSE, LICENSOR IS A GENERATOR, OWNER, OPERATOR, ARRANGER, OR TRANSPORTER FOR THE PURPOSES OF THE COMPREHENSIVE ENVIRONMENTAL RESPONSE, COMPENSATION, AND LIABILITY ACT, AS AMENDED ("CERCLA") OR OTHER ENVIRONMENTAL LAWS (DEFINED BELOW). NOTHING IN THIS LICENSE IS MEANT BY EITHER PARTY TO CONSTITUTE A WAIVER OF ANY INDEMNITEE'S COMMON CARRIER DEFENSES AND THIS LICENSE SHOULD NOT BE SO CONSTRUED. IF ANY AGENCY OR COURT CONSTRUES THIS LICENSE TO BE A WAIVER OF ANY INDEMNITEE'S COMMON CARRIER DEFENSES, LICENSEE AGREES TO INDEMNIFY, HOLD HARMLESS, AND DEFEND INDEMNITEES FOR ANY LIABILITIES RELATED TO THAT CONSTRUCTION OF THIS LICENSE. IN NO EVENT AS BETWEEN LICENSOR AND LICENSEE AS TO USE OF THE PREMISES AS CONTEMPLATED BY THIS LICENSE SHALL LICENSOR BE RESPONSIBLE TO LICENSEE FOR THE ENVIRONMENTAL CONDITION OF THE PREMISES. 13.4 IF ANY EMPLOYEE OF ANY LICENSEE PARTY ASSERTS THAT HE OR SHE IS AN EMPLOYEE OF ANY INDEMNITEE, TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE SHALL, AND SHALL CAUSE ITS CONTRACTOR TO, RELEASE, INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FROM AND AGAINST ANY LIABILITIES ARISING OUT OF OR RELATED TO (IN WHOLE OR IN PART) ANY SUCH ASSERTION INCLUDING, BUT NOT LIMITED TO, ASSERTIONS OF EMPLOYMENT BY AN INDEMNITEE RELATED TO THE FOLLOWING OR ANY PROCEEDINGS THEREUNDER: THE FEDERAL EMPLOYERS' LIABILITY ACT, THE SAFETY APPLIANCE ACT, THE LOCOMOTIVE INSPECTION ACT, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE RESOURCE CONSERVATION AND RECOVERY ACT, AND ANY SIMILAR STATE OR FEDERAL STATUTE. 13.5 THE FOREGOING OBLIGATIONS OF LICENSEE SHALL NOT APPLY TO THE EXTENT LIABILITIES ARE PROXIMATELY CAUSED BY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ANY INDEMNITEE, BUT SHALL APPLY TO ALL OTHER LIABILITIES, INCLUDING THOSE ARISING FROM OR ATTRIBUTED TO ANY OTHER ALLEGED OR ACTUAL NEGLIGENCE, INTENTIONAL ACTS, OR STRICT LIABILITY OF ANY INDEMNITEE. 13.6 Upon written notice from Licensor, Licensee agrees to assume the defense of any lawsuit or other proceeding brought against any Indemnitee by any entity, relating to any matter covered by this License for which Licensee has an obligation to assume liability for and/or save and hold harmless Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 6 - Form 424; Rev. 20200605 any Indemnitee. Licensee shall pay all costs and expenses incident to such defense, including, but not limited to, reasonable attorneys' fees, investigators' fees, litigation and appeal expenses, settlement payments, and amounts paid in satisfaction of judgments. 14. Personal Property Risk of Loss. ALL PERSONAL PROPERTY, INCLUDING, BUT NOT LIMITED TO, FIXTURES, EQUIPMENT, OR RELATED MATERIALS UPON THE PREMISES WILL BE AT THE RISK OF LICENSEE ONLY, AND NO INDEMNITEE WILL BE LIABLE FOR ANY DAMAGE THERETO OR THEFT THEREOF, WHETHER OR NOT DUE IN WHOLE OR IN PART TO THE NEGLIGENCE OF ANY INDEMNITEE. 15. Insurance. Licensee shall, at its sole cost and expense, procure and maintain during the term of this License the following insurance coverage: 15.1 Commercial General Liability “CGL” Insurance. a. The policy will provide a minimum of $5,000,000 per occurrence and an aggregate limit of at least $10,000,000 but in no event will the coverage be in an amount less than the amount otherwise carried by Licensee. Coverage must be purchased on a post 2004 ISO occurrence form or equivalent and include coverage for, but not limited to, the following:  Bodily Injury and Property Damage  Personal Injury and Advertising Injury  Fire legal liability  Products and completed operations  Contractual Liability for an “Insured Contract” consistent with the definition under the standard ISO general liability policy form. b. This policy will include the following endorsements or language, which shall be indicated on or attached to the certificate of insurance:  The definition of “Insured Contract” will be amended to remove any exclusion or other limitation for any work being done within 50 feet of Licensor’s property;  Waiver of subrogation in favor of and acceptable to Licensor;  Additional insured endorsement in favor of and acceptable to Licensor and Jones Lang LaSalle Brokerage, Inc. to include coverage for ongoing and completed operations;  Separation of insureds;  The policy shall be primary and non-contributing with respect to any insurance carried by Licensor. c. The parties agree that the workers’ compensation and employers’ liability related exclusions in the CGL policy(s) are intended to apply to employees of the policyholder and will not apply to Licensor’s employees. d. No other endorsements that limit coverage with respect to Licensee’s obligations under this agreement may be included on the policy. 15.2 Business Automobile Insurance. a. The insurance will provide minimum coverage with a combined single limit of at least $1,000,000 per accident, and include coverage for, but not limited to the following:  Bodily injury and property damage.  Any and all vehicles owned, used or hired. b. The policy will include the following endorsements or language, which will be indicated on or attached to the certificate of insurance:  Waiver of subrogation in favor of and acceptable to Licensor;  Additional insured endorsement in favor of and acceptable to Licensor;  Separation of insureds;  The policy shall be primary and non-contributing with respect to any insurance carried by Licensor. Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 7 - Form 424; Rev. 20200605 15.3 Workers' Compensation and Employers' Liability Insurance. a. The policy will provide coverage of all employees performing any part of the installation or maintenance of the Pipeline including coverage for, but not limited to:  Licensee's statutory liability under the workers' compensation laws of the state(s) in which the work or services under this agreement are to be performed. The policy will cover all of Licensee’s employees, regardless of whether such coverage is optional under the law of that state(s).  Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. b. The policy will include contain the following endorsements or language, which shall be indicated on or attached to the certificate of insurance:  Waiver of subrogation in favor of and acceptable to Licensor. 15.4 Railroad Protective Liability Insurance. The policy will name only Licensor as the Insured and will provide coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. The coverage obtained under this policy shall only be effective during the initial installation and/or construction of the Pipeline. THE CONSTRUCTION OF THE PIPELINE SHALL BE COMPLETED WITHIN ONE (1) YEAR OF THE EFFECTIVE DATE. If further maintenance of the Pipeline is needed at a later date, an additional Railroad Protective Liability Insurance Policy shall be required. The policy will be issued on a standard ISO form CG 00 35 12 04 and include the following:  Endorsed to include the Pollution Exclusion Amendment.  Endorsed to include the Limited Seepage and Pollution Endorsement.  Endorsed to remove any exclusion for punitive damages.  Endorsed to include Evacuation Expense Coverage Endorsement.  No other endorsements restricting coverage may be added.  The original policy must be provided to Licensor and Licensee shall not perform any work or services of any kind under this agreement until Licensor has reviewed and approved the policy.  The definition of "Physical Damage to Property" will be endorsed to read: "means direct and accidental loss of or damage to all property owned by any named insured and all property in any named insured's care, custody and control (including, but not limited to rolling stock and their contents, mechanical construction equipment or motive power equipment, railroad tracks, roadbeds, catenaries, signals, tunnels, bridges and buildings) arising out of the acts or omissions of the contractor named on the Declarations." In lieu of providing a Railroad Protective Liability Policy, for a period of one (1) year from the Effective Date, Licensee may participate in Licensor's Blanket Railroad Protective Liability Insurance Policy available to Licensee or its contractor. The limits of coverage are the same as above. The cost is $1,266.00.  Licensee may elect to participate in Licensor's Blanket Policy;  Licensee declines to participate in Licensor's Blanket Policy. 15.5 Intentionally deleted. 15.6 Other Requirements: 15.6.1 Where allowable by law, no exclusion for punitive damages may be included in any policy. 15.6.2 Licensee agrees to waive its right of recovery against Licensor for all claims and suits against Licensor. In addition, Licensee's insurers, through the terms of the policy or policy endorsement, waive their right of subrogation against Licensor for all claims and suits. Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899 X Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 8 - Form 424; Rev. 20200605 Licensee further waives its right of recovery, and its insurers also waive their right of subrogation against Licensor for loss of Licensee's owned or leased property or property under Licensee's care, custody, or control. 15.6.3 Allocated Loss Expense, including but not limited to defense costs and expenses, will be in addition to all policy limits for coverage under the insurance requirements. 15.6.4 Licensee is not allowed to self-insure without the prior written consent of Licensor. If Licensor allows Licensee to self-insure, Licensee shall directly cover any self-insured retention or other financial responsibility for claims in lieu of insurance. Any and all Licensor liabilities that would otherwise be covered by Licensee's insurance in accordance with the provisions of this agreement, will be covered as if Licensee elected not to include a self-insured retention or other financial responsibility for claims. 15.6.5 Prior to entering the Premises or commencing any work related to the installation or subsequent maintenance of the Pipeline, Licensee shall furnish to Licensor an acceptable certificate(s) of insurance from an authorized representative evidencing the required coverage(s), endorsements, and amendments. 15.6.6 Licensee shall notify BNSF in writing at least 30 days prior to any cancellation, non- renewal, substitution or material alteration of any insurance requirement. 15.6.7 Any insurance policy shall be written by a reputable insurance company acceptable to Licensor or with a current Best's Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. 15.6.8 If the coverage provided by any of the insurance policies required by this agreement is purchased on a "claims made" basis, Licensee hereby agrees to maintain coverage in force for a minimum of three years after expiration, cancellation or termination of this agreement. 15.6.9 Licensee agrees to provide evidence to Licensor that it has the required coverage in place at least annually or in the event of a renewal or material change of coverage 15.6.10 Licensee represents that this License has been thoroughly reviewed by Licensee's insurance agent(s)/broker(s), and that Licensee has instructed them to procure the insurance coverage required by this License. 15.6.11 Not more frequently than once every five years, Licensor may, at its discretion, reasonably modify the insurance requirements to reflect the then-current risk management practices in the railroad industry and underwriting practices in the insurance industry. 15.6.12 If Licensee will subcontract any portion of the operation, Licensee shall require that the subcontractor provide and maintain insurance coverage(s) as set forth herein, naming Licensor as an additional insured. In addition, Licensee shall require that the subcontractor shall release, defend and indemnify Licensee to the same extent and under the same terms and conditions as Licensee is required to release, defend and indemnify Licensor under this agreement. 15.6.13 Failure to provide evidence as required by this section shall entitle, but not require, Licensor to terminate this License immediately. Acceptance of a certificate that does not comply with this section shall not operate as a waiver of Licensee's obligations hereunder. 15.6.14 The fact that Licensee obtains insurance (including, without limitation, self-insurance) shall not release or diminish Licensee’s liabilities or obligations including, without limitation, the liabilities and obligations under the indemnity provisions of the License. Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 9 - Form 424; Rev. 20200605 Damages recoverable by Licensor shall not be limited by the amount of the required insurance coverage. 15.6.15 In the event of a claim or lawsuit involving BNSF arising out of this Agreement, Licensee will make the policy covering such claims or lawsuits available to BNSF. 15.6.16 If Licensee maintains broader coverage and/or higher limits than the minimum requirements in this Agreement, BNSF requires and shall be entitled to the broader coverage and/or the higher limits. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to BNSF. 15.6.17 These insurance provisions are intended to be a separate and distinct obligation on the part of the Licensee. Therefore, these provisions shall be enforceable and Licensee shall be bound thereby regardless of whether or not indemnity provisions are determined to be enforceable in the jurisdiction in which the work or services are performed under this License. 15.6.18 For purposes of this Section 15, Licensor shall mean "Burlington Northern Santa Fe, LLC", "BNSF Railway Company" and the subsidiaries, successors, assigns and affiliates of each. COMPLIANCE WITH LAWS, REGULATIONS, AND ENVIRONMENTAL MATTERS 16. Compliance with Laws, Rules, and Regulations. 16.1 Licensee shall observe and comply with any and all applicable federal, state, local, and tribal laws, statutes, regulations, ordinances, orders, covenants, restrictions, or decisions of any court of competent jurisdiction ("Legal Requirements") relating to the construction, maintenance, and use of the Pipeline and the use of the Premises. 16.2 Prior to entering the Premises, Licensee shall and shall cause its contractor(s) to comply with all of Licensor's applicable safety rules and regulations. Licensee must ensure that each of its employees, contractors, agents or invitees entering upon the Premises completes the safety orientation program at the Website "www.BNSFcontractor.com" (the "Safety Orientation") within one year prior to entering upon the Premises. Additionally, Licensee must ensure that each and every employee of Licensee, its contractors, agents and invitees possess a card certifying completion of the Safety Orientation prior to entering upon the Premises. Licensee must renew (and ensure that its contractors, agents or invitees, as applicable, renew) the Safety Orientation annually. 16.3 Licensee shall obtain on or before the date it or its contractor enters the Premises, any and all additional rights-of way, easements, licenses and other agreements relating to the grant of rights and interests in and/or access to the Premises (collectively, the "Rights") and such other rights, licenses, permits, authorizations, and approvals (including without limitation, any necessary local, state, federal or tribal authorizations and environmental permits) that are necessary in order to permit Licensee to construct, maintain, own and operate the Pipeline and otherwise to perform its obligations hereunder in accordance with the terms and conditions hereof. 16.4 Licensee shall either require that the initial stated term of each such Rights be for a period that does not expire, in accordance with its ordinary terms, prior to the last day of the term of this License or, if the initial stated term of any such Right expires in accordance with its ordinary terms on a date earlier than the last day of the term of this License, Licensee shall, at its cost, exercise any renewal rights thereunder, or otherwise acquire such extensions, additions and/or replacements as may be necessary, in order to cause the stated term thereof to be continued until a date that is not earlier than the last day of the term of this License. Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 10 - Form 424; Rev. 20200605 16.5 Upon the expiration or termination of any Right that is necessary in order for Licensee to own, operate or use the Pipeline in accordance with the terms and conditions of this License, this License thereby shall automatically expire upon such expiration or termination of the Right. 17. Environmental. 17.1 Licensee shall strictly comply with Environmental Laws (as defined below). Licensee shall not maintain a treatment, storage, transfer or disposal facility, or underground storage tank, as defined by Environmental Laws on the Premises. Licensee shall not release or suffer the release of oil or Hazardous Materials (as defined below) on or about the Premises. 17.2 Except as specifically set forth in Section 4 of this License, Licensee covenants that it will not handle or transport Hazardous Materials through the Pipeline or on Licensor's property. Upon request by Licensor, Licensee agrees to furnish Licensor with proof, satisfactory to Licensor, that Licensee is in compliance with the provisions of this Section 17.2. 17.3 Licensee shall give Licensor immediate notice to Licensor's Resource Operations Center at (800) 832-5452 of any known (i) release of Hazardous Materials on, from, or affecting the Premises, (ii) violation of Environmental Laws, or (iii) inspection or inquiry by governmental authorities charged with enforcing Environmental Laws with respect to Licensee's use of the Premises. Licensee shall use its best efforts to immediately respond to any release on, from, or affecting the Premises. Licensee also shall give Licensor prompt notice of all measures undertaken on behalf of Licensee to investigate, remediate, respond to or otherwise cure such release or violation. 17.4 If Licensor has notice from Licensee or otherwise of a release or violation of Environmental Laws arising in any way with respect to the Pipeline which occurred or may occur during the term of this License, Licensor may require Licensee, at Licensee's sole risk and expense, to take timely measures to investigate, remediate, respond to or otherwise cure such release or violation affecting the Premises or Licensor's right-of-way. 17.5 Licensee shall immediately report to Licensor’s Resource Operations Center at (800) 832-5452 any conditions or activities upon the Premises known to Licensee which create a risk of harm to persons, property or the environment and shall take all reasonable actions necessary to prevent injury to persons, property, or the environment arising out of such conditions or activities; provided, however, that Licensee's reporting to Licensor shall not relieve Licensee of any obligation whatsoever imposed on it by this License. Licensee shall promptly respond to Licensor's request for information regarding said conditions or activities. 17.6 During the term of this License, Licensor may, at Licensor's option, require Licensee to conduct an environmental audit, including but not limited to sampling, of the Premises through an environmental consulting engineer acceptable to Licensor, at Licensee's sole cost and expense, to determine if any noncompliance or environmental damage to the Premises has occurred during occupancy thereof by Licensee. The audit shall be conducted to Licensor's satisfaction and a copy of the audit report shall promptly be provided to Licensor for its review. Licensee shall pay all expenses for any remedial or corrective action that may be required as a result of said audit to correct any noncompliance or environmental damage, and Licensee shall diligently pursue and complete all necessary work prior to termination of this License. Licensee's obligations under this Section 17.6 shall survive termination of this License. 17.7 Notwithstanding anything in this Section 17, the parties agree that Licensor has no duty or obligation to monitor Licensee's use of the Premises to determine Licensee’s compliance with Environmental Laws, it being solely Licensee's responsibility to ensure that Licensee's use of the Premises is compliant. Neither the exercise nor the failure by Licensor to exercise any rights granted in this Section will alter the liability allocation provided by this License. 17.8 "Environmental Law(s)" shall mean any federal, state, local, or tribal law, statute, ordinance, code, rule, regulation, policy, common law, license, authorization, decision, order, or injunction which pertains to health, safety, any Hazardous Material, or the environment (including but not Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 11 - Form 424; Rev. 20200605 limited to ground, air, water, or noise pollution or contamination, and underground or above- ground tanks) and shall include, without limitation, CERCLA 42 U.S.C. §9601 et seq.; the Resource Conservation and Recovery Act, 42 U.S.C. §6901 et seq.; the Hazardous Materials Transportation Act, 49 U.S.C. §5101 et seq.; the Federal Water Pollution Control Act, 33 U.S.C. §1251 et seq.; the Clean Air Act, 42 U.S.C. §7401 et seq.; the Toxic Substances Control Act, 15 U.S.C. §2601 et seq.; the Safe Drinking Water Act, 42 U.S.C. §300f et seq.; the Emergency Planning and Community Right-to-Know Act, 42 U.S.C. 11001 et seq.; the Federal Insecticide, Fungicide and Rodenticide Act, 7 U.S.C. 136 to 136y; the Oil Pollution Act, 33 U.S.C. 2701 et seq.; and the Occupational Safety and Health Act, 29 U.S.C. 651 et seq.; all as have been amended from time to time, and any other federal, state, local, or tribal environmental requirements, together with all rules, regulations, orders, and decrees now or hereafter promulgated under any of the foregoing, as any of the foregoing now exist or may be changed or amended or come into effect in the future. 17.9 "Hazardous Material(s)" shall include but shall not be limited to any substance, material, or waste that is regulated by any Environmental Law or otherwise regulated by any federal, state, local, or tribal governmental authority because of toxic, flammable, explosive, corrosive, reactive, radioactive or other properties that may be hazardous to human health or the environment, including without limitation asbestos and asbestos-containing materials, radon, petroleum and petroleum products, urea formaldehyde foam insulation, methane, lead-based paint, polychlorinated biphenyl compounds, hydrocarbons or like substances and their additives or constituents, pesticides, agricultural chemicals, and any other special, toxic, or hazardous (i) substances, (ii) materials, or (iii) wastes of any kind, including without limitation those now or hereafter defined, determined, or identified as "hazardous chemicals", "hazardous substances," "hazardous materials," "toxic substances," or "hazardous wastes" in any Environmental Law. DISCLAIMER OF WARRANTIES 18. No Warranties. 18.1 LICENSOR'S DUTIES AND WARRANTIES ARE LIMITED TO THOSE EXPRESSLY STATED IN THIS LICENSE AND SHALL NOT INCLUDE ANY IMPLIED DUTIES OR IMPLIED WARRANTIES, NOW OR IN THE FUTURE. NO REPRESENTATIONS OR WARRANTIES HAVE BEEN MADE BY LICENSOR OTHER THAN THOSE CONTAINED IN THIS LICENSE. LICENSEE HEREBY WAIVES ANY AND ALL WARRANTIES, EXPRESS OR IMPLIED, WITH RESPECT TO THE PREMISES OR WHICH MAY EXIST BY OPERATION OF LAW OR IN EQUITY, INCLUDING, WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY, HABITABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 18.2 LICENSOR MAKES NO WARRANTY, REPRESENTATION OR CONDITION OF ANY KIND, EXPRESS OR IMPLIED, CONCERNING (A) THE SCOPE OF THE LICENSE OR OTHER RIGHTS GRANTED HEREUNDER TO LICENSEE OR (B) WHETHER OR NOT LICENSEE'S CONSTRUCTION, MAINTENANCE, OWNERSHIP, USE OR OPERATION OF THE PIPELINE WILL VIOLATE OR INFRINGE UPON THE RIGHTS, INTERESTS AND ESTATES OF THIRD PARTIES, INCLUDING, WITHOUT LIMITATION, ANY LEASES, USE RIGHTS, EASEMENTS AND LIENS OF ANY THIRD PARTY. 19. Disclaimer of Warranty for Quiet Enjoyment. LICENSOR DOES NOT WARRANT ITS TITLE TO THE PREMISES NOR UNDERTAKE TO DEFEND LICENSEE IN THE PEACEABLE POSSESSION OR USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE. 20. Eviction at Risk of Licensee. In case of the eviction of Licensee by anyone owning, claiming title to, or claiming any interest in the Premises, or by the abandonment by Licensor of the affected rail corridor, Licensor shall not be liable (i) to refund Licensee any compensation paid hereunder, except for the pro- rata part of any recurring charge paid in advance, or (ii) for any damages or costs Licensee sustains in connection with the eviction. Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 12 - Form 424; Rev. 20200605 LIENS AND TAXES 21. Liens and Charges. Licensee shall promptly pay and discharge any and all liens arising out of any construction, alterations or repairs done, suffered or permitted to be done by Licensee on the Premises. Licensor is hereby authorized to post any notices or take any other action upon or with respect to the Premises that is or may be permitted by law to prevent the attachment of any such liens to the Premises; provided, however, that failure of Licensor to take any such action shall not relieve Licensee of any obligation or liability under this Section 21 or any other Section of this License. 22. Taxes. Licensee shall pay when due any taxes, assessments or other charges (collectively, "Taxes") levied or assessed by any governmental or quasi-governmental body upon the Pipeline or any other improvements constructed or installed on the Premises by or for Licensee (collectively, the "Improvements") or any Taxes levied or assessed against Licensor or the Premises that are attributable to the Improvements. DEFAULT, TERMINATION, AND SURRENDER 23. Default and Termination. In addition to and not in limitation of Licensor's right to terminate for failure to provide evidence of insurance as required pursuant to the terms of Section 15, the following events are also deemed to be events of default pursuant to which Licensor has the right to terminate as set forth below: 23.1 If default shall be made in any of Licensee's covenants, agreements, or obligations contained in this License and Licensee fails to cure said default within thirty (30) days after written notice is provided to Licensee by Licensor, or in case of any assignment or transfer of this License in violation of Section 26 below, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon Licensee. Notwithstanding the foregoing, Licensor shall have the right to terminate this License immediately if Licensee fails to provide evidence of insurance as required in Section 15. 23.2 Should Licensee not comply fully with the obligations of Section 17 regarding the handling or transporting of Hazardous Materials, notwithstanding anything contained in any other provision of this License, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon Licensee. 23.3 Any waiver by Licensor of any default or defaults shall not constitute a waiver of the right to terminate this License for any subsequent default or defaults, nor shall any such waiver in any way affect Licensor's ability to enforce any Section of this License. The remedies set forth in this Section 23 shall be in addition to, and not in limitation of, any other remedies that Licensor may have at law or in equity. 23.4 In addition to and not in limitation of Licensor's rights to terminate this License for failure to provide evidence of insurance or occurrence of defaults as described above, this License may be terminated by either party, at any time, by serving thirty (30) days' written notice of termination upon the other party. Such termination shall not release either party hereto from any liability or obligation under the License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or thereafter in case by the terms of the License it is provided that anything shall or may be done after termination hereof. 24. Surrender of the Premises. 24.1 On or before expiration or termination of this License for any reason, Licensee shall, at its sole cost and expense: 24.1.1 if so directed by Licensor in writing, remove the Improvements, the Pipeline and all appurtenances thereto, or, at the sole discretion of Licensor, fill and cap or otherwise appropriately decommission the Pipeline with a method satisfactory to Licensor; Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 13 - Form 424; Rev. 20200605 24.1.2 report and restore any damage to the Premises or Licensor's other property arising from, growing out of, or connected with Licensee's use of the Premises; 24.1.3 remedy any unsafe conditions on the Premises created or aggravated by Licensee; and 24.1.4 leave the Premises in substantially the condition which existed as of the Effective Date, or as otherwise agreed to by Licensor. 24.2 Upon any expiration or termination of this License, if Licensee fails to surrender the Premises to Licensor or if Licensee fails to complete its obligations under Section 24.1 above (the "Restoration Obligations"), Licensee shall have a limited license to enter upon the Premises solely to the extent necessary for Licensee to complete the Restoration Obligations, and all liabilities and obligations of Licensee hereunder shall continue in effect until the Premises are surrendered and the Restoration Obligations are completed. Neither termination nor expiration shall release Licensee from any liability or obligation under this License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination, or, if later, the date when Licensee surrenders the Premises and all of the Restoration Obligations are completed. 24.3 If Licensee fails to complete the Restoration Obligations within thirty (30) days after the date of such termination of its tenancy, then Licensor may, at its election, either: (i) remove the Pipeline and the other Improvements or otherwise restore the Premises, and in such event Licensee shall, within thirty (30) days after receipt of bill therefor, reimburse Licensor for cost incurred, (ii) upon written notice to Licensee, take and hold the Pipeline and the other Improvements and personal property as its sole property, without payment or obligation to Licensee therefor, or (iii) specifically enforce Licensee's obligation to restore and/or pursue any remedy at law or in equity against Licensee for failure to so restore. Further, if Licensor has consented to the Pipeline and the other Improvements remaining on the Premises following termination, Licensee shall, upon request by Licensor, provide a bill of sale in a form acceptable to Licensor conveying the Pipeline and the other Improvements to Licensor for no additional consideration. MISCELLANEOUS 25. Successors and Assigns. All provisions contained in this License shall be binding upon, inure to the benefit of, and be enforceable by the respective successors and assigns of Licensor and Licensee to the same extent as if each such successor and assign was named a party to this License. 26. Assignment. 26.1 Licensee may not sell, assign, transfer, or hypothecate this License or any right, obligation, or interest herein (either voluntarily or by operation of law, merger, or otherwise) without the prior written consent of Licensor, which consent may not be unreasonably withheld or delayed by Licensor. Any attempted assignment by Licensee in violation of this Section 26 shall be a breach of this License and, in addition, shall be voidable by Licensor in its sole and absolute discretion. 26.2 For purposes of this Section 26, the word "assign" shall include without limitation (a) any sale of the equity interests of Licensee following which the equity interest holders of Licensee immediately prior to such sale own, directly or indirectly, less than 50% of the combined voting power of the outstanding voting equity interests of Licensee, (b) any sale of all or substantially all of the assets of (i) Licensee and (ii) to the extent such entities exist, Licensee's parent and subsidiaries, taken as a whole, or (c) any reorganization, recapitalization, merger or consolidation involving Licensee. Notwithstanding the foregoing, any reorganization, recapitalization, merger or consolidation following which the equity interest holders of Licensee immediately prior to such reorganization, recapitalization, merger or consolidation own, directly or indirectly, at least 50% of the combined voting power of the outstanding voting equity interests of Licensee or any successor thereto or the entity resulting from such reorganization, recapitalization, merger or consolidation shall not be deemed an assignment. THIS LICENSE SHALL NOT RUN WITH THE Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 14 - Form 424; Rev. 20200605 LAND WITHOUT THE EXPRESS WRITTEN CONSENT OF LICENSOR, SUCH CONSENT TO BE IN LICENSOR'S SOLE DISCRETION. 26.3 Notwithstanding the provisions of Section 26.1 above or anything contained in this License to the contrary, if Licensee sells, assigns, transfers, or hypothecates this License or any interest herein in contravention of the provisions of this License (a "Purported Assignment") to another party (a "Purported Transferee"), the Purported Transferee's enjoyment of the rights and privileges granted under this License shall be deemed to be the Purported Transferee's agreement to be bound by all of the terms and provisions of this License, including but not limited to the obligation to comply with the provisions of Section 15 above concerning insurance requirements. In addition to and not in limitation of the foregoing, Licensee, for itself, its successors and assigns, shall indemnify, defend and hold harmless Licensor for all Liabilities of any nature, kind or description of any person or entity directly or indirectly arising out of, resulting from or related to (in whole or in part) a Purported Assignment. The provisions of this Section 26.3 shall survive the expiration or earlier termination of this License. 26.4 Licensor shall have the right to transfer and assign, in whole or in part, all of its rights and obligations under this License, and upon any such transfer or assignment, Licensor shall be released from any further obligations hereunder, and Licensee agrees to look solely to the successor in interest of Licensor for the performance of such obligations. 27. Notices. Any notice, invoice, or other writing required or permitted to be given hereunder by one party to the other shall be in writing and the same shall be given and shall be deemed to have been served and given if (i) placed in the United States mail, certified, return receipt requested, or (ii) deposited into the custody of a nationally recognized overnight delivery service, addressed to the party to be notified at the address for such party specified below, or to such other address as the party to be notified may designate by giving the other party no less than thirty (30) days' advance written notice of such change in address. If to Licensor: Jones Lang LaSalle Brokerage, Inc. 2650 Lou Menk Drive – MOB1 Fort Worth, TX 76131 Attn: Permits/Licenses with a copy to: BNSF Railway Company 2650 Lou Menk Dr. Fort Worth, TX 76131 Attn: Senior Manager Real Estate If to Licensee: United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 28. Survival. Neither termination nor expiration will release either party from any liability or obligation under this License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration, or, if later, the date when the Pipeline and the other Improvements are removed and the Restoration Obligations are completed in accordance with the terms hereof. 29. Recordation. It is understood and agreed that this License shall not be placed or allowed to be placed on public record. 30. Applicable Law. All questions concerning the interpretation or application of provisions of this License shall be decided according to the substantive laws of the State of Texas without regard to conflicts of law provisions. 31. Severability. To the maximum extent possible, each provision of this License shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this License shall be prohibited by, or held to be invalid under, applicable law, such provision shall be ineffective solely to the Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 15 - Form 424; Rev. 20200605 extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this License. 32. Integration. This License is the full and complete agreement between Licensor and Licensee with respect to all matters relating to Licensee's use of the Premises, and supersedes any and all other agreements between the parties hereto relating to Licensee's use of the Premises as described herein. However, nothing herein is intended to terminate any surviving obligation of Licensee or Licensee's obligation to defend and hold Licensor harmless in any prior written agreement between the parties. 33. Joint and Several Liability. If Licensee consists of two or more parties, all the covenants and agreements of Licensee herein contained shall be the joint and several covenants and agreements of such parties. 34. Waiver. The waiver by Licensor of the breach of any provision herein by Licensee shall in no way impair the right of Licensor to enforce that provision for any subsequent breach thereof. 35. Interpretation. 35.1 This License shall be interpreted in a neutral manner, and not more strongly for or against any party based upon the source of the draftsmanship; both parties hereby agree that this License shall not be subject to the principle that a contract would be construed against the party which drafted the same. Article titles, headings to sections and paragraphs and the table of contents (if any) are inserted for convenience of reference only and are not intended to be a part or to affect the meaning or interpretation hereof. The exhibit or exhibits referred to herein shall be construed with and as an integral part of this License to the same extent as if they were set forth verbatim herein. 35.2 As used herein, "include", "includes" and "including" are deemed to be followed by "without limitation" whether or not they are in fact followed by such words or words of like import; "writing", "written" and comparable terms refer to printing, typing, lithography and other means of reproducing words in a visible form; references to any person are also to that person's successors and permitted assigns; "hereof", "herein", "hereunder" and comparable terms refer to the entirety hereof and not to any particular article, section, or other subdivision hereof or attachment hereto; references to any gender include references to the masculine or feminine as the context requires; references to the plural include the singular and vice versa; and references to this License or other documents are as amended, modified or supplemented from time to time. 36. Counterparts. This License may be executed in multiple counterparts, each of which shall, for all purposes, be deemed an original but which together shall constitute one and the same instrument, and the signature pages from any counterpart may be appended to any other counterpart to assemble fully executed documents, and counterparts of this License may also be exchanged electronically and any electronic version of any party's signature shall be deemed to be an original signature for all purposes. 37. Licensor's Representative. Jones Lang LaSalle Brokerage, Inc. is acting as representative for BNSF Railway Company. END OF PAGE – SIGNATURE PAGE FOLLOWS Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-22584 BF-20536970 - 16 - Form 424; Rev. 20200605 This License has been duly executed by the parties hereto as of the Effective Date. LICENSOR: BNSF Railway Company, a Delaware corporation By: Jones Lang LaSalle Brokerage, Inc. 2650 Lou Menk Drive – MOB1 Fort Worth, TX 76131 By: By: Title: LICENSEE: United City of Yorkville, an Illinois Municipality By: By: Title: Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899 Eric Dhuse Director of Public Works Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Patricia Villegas Vice President, Permits Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community TOWNSHIP & RANGE: 37N 7E MERIDIAN : 3RD SECTION: 17 DRAWING NO. 92446 BTHSTATE OF IL COATING: WALL THIC KNESS: SPECIFIC ATIONS/GRADE: PIPE MATERIAL: CONTEN TS:SANITARY SEWER CARRIER PIPE PVC C900 / ASTM D1784 0.733" - SIZE:12" CASIN G PIPE STEEL ASTM A139 GR. B 0.281" BITUMINOUS 20" WORKING PRESSUR E:- CARRIER PIPE LENGTH ON R/W:100' CASIN G PIPE 100' DESCRIPTION OF PIPELINE PIPELINE SHOWN BOLD NOTE: CASING TO BE JACKED OR DRY BORED ONLY COORDINATE SYSTEM: IL_E TR ACKING NO. 24W-22584 MAP REF. r50408YORKVILLE COUNTY OF KENDALL CATHODIC PROTECTION BURY: R OADWAY DITCHES BURY: N ATURAL GROUND BURY: BASE/RAIL TO TOP OF CASING 12' 12' 12' YES VENTS: N UMBER - SIZE - HEIGH T OF VENT ABOVE GROUND - DATE: 10/2/2024 CHIC AG O DIV. MENDO TA SU BD IV. L.S. 00 01 MP: 47 .80 1 IN = 100 FTSCALE: EXHIB IT "A" ³ MP 47.8041.678215 -88.466782 T O : P L A N O T O : A U R O R A 50'50' 145' PIPELINE TOEDGE OF RR BRIDGE100' Docusign Envelope ID: 689F9DEE-7BB2-4E59-A096-0B1FF1FE5899Docusign Envelope ID: A10C35E4-95C7-49E8-B3C5-C4C26815EDEB Tracking #24W-19894/BF-20463711 -1 - Form 424; Rev. 20200605 PIPELINE LICENSE THIS PIPELINE LICENSE ("License") is made to be effective ____________, 2025 (the "Effective Date") by and between BNSF RAILWAY COMPANY, a Delaware corporation ("Licensor") and UNITED CITY OF YORKVILLE, an Illinois Municipality ("Licensee"). In consideration of the mutual covenants contained herein, the parties agree to the following: GENERAL 1.Grant of License. Licensor hereby grants Licensee a non-exclusive license, subject to all rights, interests, and estates of third parties, including, without limitation, any leases, use rights, easements, liens, or other encumbrances, and upon the terms and conditions set forth below, to construct and maintain, in strict accordance with the drawings and specifications approved by Licensor as part of Licensee 's application process (the "Drawings and Specifications"), one (1) pipeline, 16 inches in diameter inside a 30 inch Steel casing containing drinking water (collectively, the "Pipeline"), across or along Licensor's rail corridor at or near the station of Yorkville, County of Kendall, State of Illinois, Line Segment 0001, Mile Post 48.09 as shown on the attached Drawing No. 89860, dated January 26, 2024, attached hereto as Exhibit "A" and incorporated herein by reference (the "Premises"). 2.Term. This License shall commence on the Effective Date and shall continue for a period of twenty -five (25)years, subject to prior termination as hereinafter described. 3.Existing Improvements. Licensee shall not disturb any improvements of Licensor or Licensor 's existing lessees, licensees, easement beneficiaries or lien holders, if any, or interfere with the use, repair, maintenance or replacement of such improvements. 4.Use of the Premises. Licensee shall use the Premises solely for construction, maintenance, and use of the Pipeline in accordance with the Drawings and Specifications. The Pipeline shall carry Drinking Water, and Licensee shall not use the Pipeline to carry any other material or use the Premises for any other purpose. Licensee is expressly prohibited from using or allowing any telecommunication facilities or equipment within the Premises, or using or allowing the use of the Premises for any other purpose. 5.Alterations. Except as set forth in this License, Licensee may not make any alterations to the Premises or permanently affix anything to the Premises or any buildings or other structures adjacent to the Premises without Licensor's prior written consent. COMPENSATION 6.License Fee. Licensee shall pay Licensor, prior to the Effective Date, a one-time payment (in lieu of recurring periodic fixed license fees) in the amount the sum of Three Thousand Seven Hundred and No/100 Dollars ($3,700.00) as compensation for the use of the Premises 7.Costs and Expenses. 7.1 For the purpose of this License, "cost" or "costs" and "expense" or "expenses" includes, but is not limited to, actual labor and material costs including all assignable additives, and material and supply costs at current value where used. 7.2 Licensee agrees to reimburse Licensor (pursuant to the terms of Section 8 below) for all costs and expenses incurred by Licensor in connection with Licensee's use of the Premises or the presence, construction and maintenance of the Pipeline, including but not limited to the furnishing of Licensor's flaggers and any vehicle rental costs incurred , inspection coordination, safety, mobilization and/or other observation services described in this License (collectively, the "Services"). Licensee shall bear the cost of the Services, when deemed necessary by Licensor's representative. Flagging costs shall include, but not be limited to, the following: pay for at least an eight (8) hour basic day with time and one-half or double time for overtime, rest days and holidays (as applicable); vacation allowance; paid holidays (as applicable); railway and Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 March 12 Tracking #24W-19894/BF-20463711 -2 - Form 424; Rev. 20200605 unemployment insurance; public liability and property damage insurance; health and welfare benefits; transportation; meals; lodging and supervision. Negotiations for railway labor or collective bargaining agreements and rate changes authorized by appropriate Federal authorities may increase flagging rates. Flagging rates in effect at the time of performance by the flaggers will be used to calculate the flagging costs pursuant to this Section 7. 7.3 Licensor, at its sole discretion, may elect to designate a third party (the "Scheduling Agent"), to perform and/or arrange for the performance of the Services. 8.Payment Terms. All invoices are due thirty (30) days after the date of invoice. If Licensee fails to pay any monies due to Licensor within thirty (30) days after the invoice date, then Licensee shall pay interest on such unpaid sum from the due date until paid at an annual rate equal to the lesser of (i) the prime rate last published in The Wall Street Journal in the preceding December plus two and one-half percent (2- 1/2%), or (ii) the maximum rate permitted by law. LICENSOR'S RESERVED RIGHTS 9.Reserved Rights of Use. Licensor excepts and reserves the right, to be exercised by Licensor and any other parties who may obtain written permission or authority from Licensor: 9.1 to maintain, use, operate, repair, replace, modify and relocate any utility, power or communication pipe/lines/cables and appurtenances (other than the Pipeline) and other facilities or structures of like character upon, over, under or across the Premises existing as of the Effective Date; 9.2 to construct, maintain, renew, use, operate, change, modify and relocate any tracks or additional facilities, structures and related appurtenances upon, over, under or across the Premises; or 9.3 to use the Premises in any manner as Licensor in its sole discretion deems appropriate, provided Licensor uses all commercially reasonable efforts to avoid material interference with the use of the Premises by Licensee for the purpose specified in Section 4 above. 10.Right to Require Relocation. If at any time during the term of this License, Licensor desires the use of its rail corridor in such a manner as would, in Licensor's reasonable opinion, be interfered with by the Pipeline, Licensee shall, at its sole expense, within thirty (30) days after receiving written notice from Licensor to such effect, make such changes in the Pipeline as in the sole discretion of Licensor may be necessary to avoid interference with the proposed use of Licensor 's rail corridor, including, without limitation, the relocation of the Pipeline, or the construction of a new pipeline to replace the Pipeline. Notwithstanding the foregoing, Licensee agrees to make all emergency changes and minor adjustments, as determined by Licensor in its sole discretion, to the Pipeline promptly upon Licensor's request. LICENSEE'S OPERATIONS 11.Construction and Maintenance of the Pipeline. 11.1 11.2 11.3 Licensee shall not enter the Premises or commence construction unless accompanied by Licensor's representative, the Scheduling Agent or its designee. Licensee shall notify Licensor's representative or the Scheduling Agent at ROWCoordinator@BNSF.com at least ten (10) business days prior to installation of the Pipeline and prior to entering the Premises for any subsequent maintenance thereon. Only in the event of emergency, Licensee shall notify Licensor's Roadmaster of Licensee's entry onto the Premises at the telephone (815) 875-7369 as soon as practicable and shall promptly thereafter follow up with written notice of such entry. Licensee's on-site supervisors shall retain/maintain a fully executed copy of this License at all times while on the Premises. While on the Premises, Licensee shall use only public roadways to cross from one side of Licensor's tracks to the other. Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -3 - Form 424; Rev. 20200605 11.4 Any contractors or subcontractors performing work on the Pipeline or entering the Premises on behalf of Licensee shall be deemed servants and agents of Licensee for purposes of this License. 11.5 Under no conditions shall Licensee be permitted to conduct any tests, investigations or any other activity using mechanized equipment and/or machinery, or place or store any mechanized equipment, tools or other materials, within twenty-five (25) feet of the centerline of any railroad track on the Premises unless Licensee has obtained prior written approval from Licensor. Licensee shall, at its sole cost and expense, perf orm all activities on and about the Premises, including without limitation all construction and maintenance of the Pipeline, in such a manner and of such materials as not at any time to endanger or interfere with (i) the existence or use of present or future tracks, roadbeds, or property of Licensor, (ii) the safe operation and activities of Licensor or existing third parties, or (iii) the rights or interests of third parties. If ordered to cease using the Premises at any time by Licensor's personnel due to any hazardous condition, Licensee shall immediately do so. Notwithstanding the foregoing right of Licensor, the parties agree that Licensor has no duty or obligation to monitor Licensee's use of the Premises to determine the safe nature thereof, it being solely Licensee's responsibility to ensure that Licensee's use of the Premises is safe. Neither the exercise nor the failure by Licensor to exercise any rights granted in this Section will alter the liability allocation provided by this License. 11.6 Licensee shall, at its sole cost and expense, construct and maintain the Pipeline in such a manner and of such material that the Pipeline will not at any time endanger or interfere with (i) the existence or use of present or future tracks, roadbeds, or property of Licensor, (ii) the safe operation and activities of Licensor or existing third parties, or (iii) the rights or interests of third parties. The construction o f the Pipeline shall be completed within one (1) year of the Effective Date, and any subsequent maintenance shall be completed within one (1) year of initiation. Within fifteen (15) days after completion of the construction of the Pipeline or the performance of any subsequent maintenance thereon, Licensee shall, at Licensee 's own cost and expense, restore the Premises to substantially their state as of the Effective Date, unless otherwise approved in advance by Licensor in writing. On or before expiration or termination of this License for any reason, Licensee shall, at its sole cost and expense, surrender the Premises to Licensor pursuant to the terms and conditions set forth in Section 24 hereof. 11.7 Licensor may direct one or more of its field engineers or inspectors to observe or inspect the construction and/or maintenance of the Pipeline at any time for compliance with the Drawings and Specifications and Legal Requirements (defined below). Licensee shall reimburse Licensor for the cost of such observation or inspection related services pursuant to Section 8. If ordered at any time to halt construction or maintenance of the Pipeline by Licensor's personnel due to non-compliance with the Drawings and Specifications or any other hazardous condition, Licensee shall immediately do so. Notwithstanding the foregoing right of Licensor, the parties agree that Licensor has no duty or obligation to observe or inspect, or to halt work on, the Pipeline, it being solely Licensee's responsibility to ensure that the Pipeline is constructed and maintained in strict accordance with the Drawings and Specifications and in a safe and workmanlike manner in compliance with all terms hereof. Neither the exercise of, nor the failure by Licensor to exercise, any right granted by this Section will alter in any way the liability allocation provided by this License. If at any time Licensee shall, in the sole judgment of Licensor, fail to properly perform its obligations under this Section 11, Licensor may, at its option and at Licensee's sole expense, arrange for the performance of such work as it deems necessary for the safety of its operations and activities. Licensee shall promptly reimburse Licensor for all costs and expenses of such work, pursuant to the terms of Section 8. Licensor's failure to perform any obligations of Licensee shall not alter the liability allocation hereunder. 11.8 Cutting head must travel at 0.0% grade (or downward) beginning 25’ (minimum) from centerline of track until it reaches a point 25’ (minimum) from the centerline of track. Minimum pressure must be applied to pumping the slurry to the cutting head during drilling. This will deter the bentonite slurry used for lubrication from seeping up and fouling the track roadbed. A Flagman must be present during installation and will monitor the ballast and roadbed. Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -4 - Form 424; Rev. 20200605 12.Boring and Excavation. 12.1 Prior to Licensee conducting any boring, excavation, or similar work on or about any portion of the Premises, Licensee shall contact the applicable State's call-before-you-dig utility location service to have 3rd parties mark the location of utilities. Licensee shall explore the proposed location for such work with hand tools to a depth of at least three (3) feet below the surface of the ground to determine whether pipelines or other structures exist below the surface, provided, however, that in lieu of the foregoing hand-tool exploration, Licensee shall have the right to use suitable detection equipment or other generally accepted industry practice (e.g., consulting with the United States Infrastructure Corporation) to determine the existence or location of pipelines and other subsurface structures prior to drilling or excavating with mechanized equipment. Licensee shall request information from Licensor concerning the existence and approximate location of Licensor's underground lines, utilities, and pipelines at or near the vicinity of the proposed Pipeline by contacting Licensor's Telecommunications Helpdesk, currently at 1-800- 713-3599 (option1), at least ten (10) business days prior to installation of the Pipeline. Upon receiving Licensee's timely request, Licensor will provide Licensee with the information Licensor has in its possession regarding any existing underground lines, utilities, and pipelines at or near the vicinity of the proposed Pipeline and, if applicable, identify the location of such lines on the Premises pursuant to Licensor's standard procedures. Licensor does not warrant the accuracy or completeness of information relating to subsurface conditions of the Premises and Licensee 's operations will be subject at all times to the liability provisions herein. 12.2 For all bores greater than 26-inch diameter and at a depth less than 10.0 feet below bottom of rail, a soil investigation must be performed by Licensee and reviewed by Licensor prior to construction. This study is to determine if granular material is present, and to prevent subsidence during the installation process. If the investigation determines in Licensor 's reasonable opinion that granular material is present, Licensor may select a new location for Licensee's use, or may require Licensee to furnish for Licensor's review and approval, in Licensor's sole discretion, a remedial plan to deal with the granular material. Once Licensor has approved any such remedial plan in writing, Licensee shall, at Licensee's sole cost and expense, carry out the approved plan in accordance with all terms thereof and hereof. 12.3 No wells shall be installed without prior written approval from Licensor. 12.4 Any open hole, boring, or well constructed on the Premises by Licensee shall be safely covered and secured at all times when Licensee is not working in the actual vicinity thereof. Following completion of that portion of the work, all holes or borings constructed on the Premises by Licensee shall be: 12.4.1 filled in to surrounding ground level with compacted bentonite grout; or 12.4.2 otherwise secured or retired in accordance with any applicable Legal Requirement. No excavated materials may remain on Licensor's property for more than ten (10) days, but must be properly disposed of by Licensee in accordance with applicable Legal Requirements. LIABILITY AND INSURANCE 13.Liability and Indemnification. 13.1 For purposes of this License: (a) "Indemnitees" means Licensor and Licensor's affiliated companies, partners, successors, assigns, legal representatives, officers, directors, shareholders, employees, and agents; (b) "Liabilities" means all claims, liabilities, fines, penalties, costs, damages, losses, liens, causes of action, suits, demands, judgments , and expenses (including, without limitation, court costs, reasonable attorneys ' fees, costs of investigation, removal and remediation, and governmental oversight costs) environmental or otherwise; and (c) "Licensee Parties" means Licensee and Licensee's officers, agents, invitees, Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -5 - Form 424; Rev. 20200605 licensees, employees, or contractors, or any party directly or indirectly employed by any of them, or any party they control or exercise control over. 13.2 TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE SHALL, AND SHALL CAUSE ITS CONTRACTOR TO, RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS INDEMNITEES FOR, FROM, AND AGAINST ANY AND ALL LIABILITIES OF ANY NATURE, KIND, OR DESCRIPTION DIRECTLY OR INDIRECTLY ARISING OUT OF, RESULTING FROM, OR RELATED TO (IN WHOLE OR IN PART): 13.2.1 THIS LICENSE, INCLUDING, WITHOUT LIMITATION, ITS ENVIRONMENTAL PROVISIONS, 13.2.2 ANY RIGHTS OR INTERESTS GRANTED PURSUANT TO THIS LICENSE, 13.2.3 LICENSEE'S OCCUPATION AND USE OF THE PREMISES, 13.2.4 THE ENVIRONMENTAL CONDITION AND STATUS OF THE PREMISES CAUSED BY OR CONTRIBUTED TO BY LICENSEE, OR 13.2.5 ANY ACT OR OMISSION OF ANY LICENSEE PARTY. 13.3 TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE NOW AND FOREVER WAIVES AND WILL INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FROM ANY AND ALL CLAIMS THAT BY VIRTUE OF ENTERING INTO THIS LICENSE, LICENSOR IS A GENERATOR, OWNER, OPERATOR, ARRANGER, OR TRANSPORTER FOR THE PURPOSES OF THE COMPREHENSIVE ENVIRONMENTAL RESPONSE, COMPENSATION, AND LIABILITY ACT, AS AMENDED ("CERCLA") OR OTHER ENVIRONMENTAL LAWS (DEFINED BELOW). NOTHING IN THIS LICENSE IS MEANT BY EITHER PARTY TO CONSTITUTE A WAIVER OF ANY INDEMNITEE'S COMMON CARRIER DEFENSES AND THIS LICENSE SHOULD NOT BE SO CONSTRUED. IF ANY AGENCY OR COURT CONSTRUES THIS LICENSE TO BE A WAIVER OF ANY INDEMNITEE'S COMMON CARRIER DEFENSES, LICENSEE AGREES TO INDEMNIFY, HOLD HARMLESS, AND DEFEND INDEMNITEES FOR ANY LIABILITIES RELATED TO THAT CONSTRUCTION OF THIS LICENSE. IN NO EVENT AS BETWEEN LICENSOR AND LICENSEE AS TO USE OF THE PREMISES AS CONTEMPLATED BY THIS LICENSE SHALL LICENSOR BE RESPONSIBLE TO LICENSEE FOR THE ENVIRONMENTAL CONDITION OF THE PREMISES. 13.4 IF ANY EMPLOYEE OF ANY LICENSEE PARTY ASSERTS THAT HE OR SHE IS AN EMPLOYEE OF ANY INDEMNITEE, TO THE FULLEST EXTENT PERMITTED BY LAW, LICENSEE SHALL, AND SHALL CAUSE ITS CONTRACTOR TO, RELEASE, INDEMNIFY, DEFEND, AND HOLD THE INDEMNITEES HARMLESS FROM AND AGAINST ANY LIABILITIES ARISING OUT OF OR RELATED TO (IN WHOLE OR IN PART) ANY SUCH ASSERTION INCLUDING, BUT NOT LIMITED TO, ASSERTIONS OF EMPLOYMENT BY AN INDEMNITEE RELATED TO THE FOLLOWING OR ANY PROCEEDINGS THEREUNDER: THE FEDERAL EMPLOYERS' LIABILITY ACT, THE SAFETY APPLIANCE ACT, THE LOCOMOTIVE INSPECTION ACT, THE OCCUPATIONAL SAFETY AND HEALTH ACT, THE RESOURCE CONSERVATION AND RECOVERY ACT, AND ANY SIMILAR STATE OR FEDERAL STATUTE. 13.5 THE FOREGOING OBLIGATIONS OF LICENSEE SHALL NOT APPLY TO THE EXTENT LIABILITIES ARE PROXIMATELY CAUSED BY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ANY INDEMNITEE, BUT SHALL APPLY TO ALL OTHER LIABILITIES, INCLUDING THOSE ARISING FROM OR ATTRIBUTED TO ANY OTHER ALLEGED OR ACTUAL NEGLIGENCE, INTENTIONAL ACTS, OR STRICT LIABILITY OF ANY INDEMNITEE. 13.6 Upon written notice from Licensor, Licensee agrees to assume the defense of any lawsuit or other proceeding brought against any Indemnitee by any entity, relating to any matter covered by thi s License for which Licensee has an obligation to assume liability for and/or save and hold harmless Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -6 - Form 424; Rev. 20200605 any Indemnitee. Licensee shall pay all costs and expenses incident to such defense, including, but not limited to, reasonable attorneys' fees, investigators' fees, litigation and appeal expenses, settlement payments, and amounts paid in satisfaction of judgments. 14.Personal Property Risk of Loss. ALL PERSONAL PROPERTY, INCLUDING, BUT NOT LIMITED TO, FIXTURES, EQUIPMENT, OR RELATED MATERIALS UPON THE PREMISES WILL BE AT THE RISK OF LICENSEE ONLY, AND NO INDEMNITEE WILL BE LIABLE FOR ANY DAMAGE THERETO OR THEFT THEREOF, WHETHER OR NOT DUE IN WHOLE OR IN PART TO THE NEGLIGENCE OF ANY INDEMNITEE. 15.Insurance. Licensee shall, at its sole cost and expense, procure and maintain during the term of this License the following insurance coverage: 15.1 Commercial General Liability “CGL” Insurance. a.The policy will provide a minimum of $5,000,000 per occurrence and an aggregate limit of at least $10,000,000 but in no event will the coverage be in an amount less than the amount otherwise carried by Licensee. Coverage must be purchased on a post 2004 ISO occurrence form or equivalent and include coverage for, but not limited to, the following: ▪Bodily Injury and Property Damage ▪Personal Injury and Advertising Injury ▪Fire legal liability ▪Products and completed operations ▪Contractual Liability for an “Insured Contract” consistent with the definition under the standard ISO general liability policy form. b.This policy will include the following endorsements or language, which shall be indicated on or attached to the certificate of insurance: ▪The definition of “Insured Contract” will be amended to remove any exclusio n or other limitation for any work being done within 50 feet of Licensor’s property; ▪Waiver of subrogation in favor of and acceptable to Licensor; ▪Additional insured endorsement in favor of and acceptable to Licensor and Jones Lang LaSalle Brokerage, Inc. to include coverage for ongoing and completed operations; ▪Separation of insureds; ▪The policy shall be primary and non-contributing with respect to any insurance carried by Licensor. c.The parties agree that the workers’ compensation and employers’ liability related exclusions in the CGL policy(s) are intended to apply to employees of the policyholder and will not apply to Licensor’s employees. d.No other endorsements that limit coverage with respect to Licensee’s obligations under this agreement may be included on the policy. 15.2 Business Automobile Insurance. a.The insurance will provide minimum coverage with a combined single limit of at least $1,000,000 per accident, and include coverage for, but not limited to the following: ▪Bodily injury and property damage. ▪Any and all vehicles owned, used or hired. b.The policy will include the following endorsements or language, which will be indicated on or attached to the certificate of insurance: ▪Waiver of subrogation in favor of and acceptable to Licensor; ▪Additional insured endorsement in favor of and acceptable to Licensor; ▪Separation of insureds; ▪The policy shall be primary and non-contributing with respect to any insurance carried by Licensor. Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -7 - Form 424; Rev. 20200605 15.3 Workers' Compensation and Employers' Liability Insurance. a.The policy will provide coverage of all employees performing any part of the installation or maintenance of the Pipeline including coverage for, but not limited to: ▪Licensee's statutory liability under the workers' compensation laws of the state(s) in which the work or services under this agreement are to be performed. The policy will cover all of Licensee’s employees, regardless of whether such coverage is optional under the law of that state(s). ▪Employers' Liability (Part B) with limits of at least $500,000 each accident, $500,000 by disease policy limit, $500,000 by disease each employee. b.The policy will include contain the following endorsements or language, which shall be indicated on or attached to the certificate of insurance: ▪Waiver of subrogation in favor of and acceptable to Licensor. 15.4 Railroad Protective Liability Insurance. The policy will name only Licensor as the Insured and will provide coverage of at least $5,000,000 per occurrence and $10,000,000 in the aggregate. The coverage obtained under this policy shall only be effective during the initial installation and/or construction of the Pipeline. THE CONSTRUCTION OF THE PIPELINE SHALL BE COMPLETED WITHIN ONE (1) YEAR OF THE EFFECTIVE DATE. If further maintenance of the Pipeline is needed at a later date, an additional Railroad Protective Liability Insurance Policy shall be required. The policy will be issued on a standard ISO form CG 00 35 12 04 and include the following: ▪Endorsed to include the Pollution Exclusion Amendment. ▪Endorsed to include the Limited Seepage and Pollution Endorsement. ▪Endorsed to remove any exclusion for punitive damages. ▪Endorsed to include Evacuation Expense Coverage Endorsement. ▪No other endorsements restricting coverage may be added. ▪The original policy must be provided to Licensor and Licensee shall not perform any work or services of any kind under this agreement until Licensor has reviewed and approved the policy. ▪The definition of "Physical Damage to Property" will be endorsed to read: "means direct and accidental loss of or damage to all property owned by any named insured and all property in any named insured's care, custody and control (including, but not limited to rolling stock and their contents, mechanical construction equipment or motive power equipment, railroad tracks, roadbeds, catenaries, signals, tunnels, bridges and buildings) arising out of the acts or omissions of the contractor named on the Declarations." In lieu of providing a Railroad Protective Liability Policy, for a period of one (1) year from the Effective Date, Licensee may participate in Licensor's Blanket Railroad Protective Liability Insurance Policy available to Licensee or its contractor. The limits of coverage are the same as above. The cost is $1,266.00. ❑ Licensee may elect to participate in Licensor's Blanket Policy; ❑Licensee declines to participate in Licensor's Blanket Policy. 15.5 Intentionally deleted. 15.6 Other Requirements: 15.6.1 Where allowable by law, no exclusion for punitive damages may be included in any policy. 15.6.2 Licensee agrees to waive its right of recovery against Licensor for all claims and suits against Licensor. In addition, Licensee's insurers, through the terms of the policy or policy Docusign Envelope ID: B801704B-A8AC-48EA-A277-80FEE38292FA X Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -8 - Form 424; Rev. 20200605 endorsement, waive their right of subrogation against Licensor for al l claims and suits. Licensee further waives its right of recovery, and its insurers also waive their right of subrogation against Licensor for loss of Licensee's owned or leased property or property under Licensee's care, custody, or control. 15.6.3 Allocated Loss Expense, including but not limited to defense costs and expenses, will be in addition to all policy limits for coverage under the insurance requirements. 15.6.4 Licensee is not allowed to self-insure without the prior written consent of Licensor. If Licensor allows Licensee to self-insure, Licensee shall directly cover any self-insured retention or other financial responsibility for claims in lieu of insurance. Any and all Licensor liabilities that would otherwise be covered by Licensee's insur ance in accordance with the provisions of this agreement, will be covered as if Licensee elected not to include a self-insured retention or other financial responsibility for claims. 15.6.5 Prior to entering the Premises or commencing any work related to the installation or subsequent maintenance of the Pipeline, Licensee shall furnish to Licensor an acceptable certificate(s) of insurance from an authorized representative evidencing the required coverage(s), endorsements, and amendments. 15.6.6 Licensee shall notify BNSF in writing at least 30 days prior to any cancellation, non - renewal, substitution or material alteration of any insurance requirement. 15.6.7 Any insurance policy shall be written by a reputable insurance company acceptable to Licensor or with a current Best's Guide Rating of A- and Class VII or better, and authorized to do business in the state(s) in which the service is to be provided. 15.6.8 If the coverage provided by any of the insurance policies required by this agreement i s purchased on a "claims made" basis, Licensee hereby agrees to maintain coverage in force for a minimum of three years after expiration, cancellation or termination of this agreement. 15.6.9 Licensee agrees to provide evidence to Licensor that it has the required coverage in place at least annually or in the event of a renewal or material change of coverage 15.6.10 Licensee represents that this License has been thoroughly reviewed by Licensee's insurance agent(s)/broker(s), and that Licensee has instructed them to procure the insurance coverage required by this License. 15.6.11 Not more frequently than once every five years, Licensor may, at its discretion, reasonably modify the insurance requirements to reflect the then -current risk management practices in the railroad industry and underwriting practices in the insurance industry. 15.6.12 If Licensee will subcontract any portion of the operation, Licensee shall require that the subcontractor provide and maintain insurance coverage(s) as set forth herein, naming Licensor as an additional insured. In addition, Licensee shall require that the subcontractor shall release, defend and indemnify Licensee to the same extent and under the same terms and conditions as Licensee is required to release, defend and indemnify Licensor under this agreement. 15.6.13 Failure to provide evidence as required by this section shall entitle, but not require, Licensor to terminate this License immediately. Acceptance of a certificate that does not comply with this section shall not operate as a waiver of Licensee's obligations hereunder. 15.6.14 The fact that Licensee obtains insurance (including, without limitation, self -insurance) shall not release or diminish Licensee’s liabilities or obligations including, without limitation, the liabilities and obligations under the indemnity provisions of the License. Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -9 - Form 424; Rev. 20200605 Damages recoverable by Licensor shall not be limited by the amount of the required insurance coverage. 15.6.15 In the event of a claim or lawsuit involving BNSF arising out of this Agreement, Licensee will make the policy covering such claims or lawsuits available to BNSF. 15.6.16 If Licensee maintains broader coverage and/or higher limits than the minimum requirements in this Agreement, BNSF requires and shall be entitled to the broader coverage and/or the higher limits. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to BNSF. 15.6.17 These insurance provisions are intended to be a separate and distinct obligation on the part of the Licensee. Therefore, these provisions shall be enforceable and Licensee shall be bound thereby regardless of whether or not indemnity provisions are determined to be enforceable in the jurisdiction in which the work or services are performed under this License. 15.6.18 For purposes of this Section 15, Licensor shall mean "Burlington Northern Santa Fe, LLC", "BNSF Railway Company" and the subsidiaries, successors, assigns and affiliates of each. COMPLIANCE WITH LAWS, REGULATIONS, AND ENVIRONMENTAL MATTERS 16.Compliance with Laws, Rules, and Regulations. 16.1 Licensee shall observe and comply with any and all applicable federal, state, local, and tribal laws, statutes, regulations, ordinances, orders, covenants, restrictions, or decisions of any court of competent jurisdiction ("Legal Requirements") relating to the construction, maintenance, and use of the Pipeline and the use of the Premises. 16.2 Prior to entering the Premises, Licensee shall and shall cause its contractor(s) to comply with all of Licensor's applicable safety rules and regulations. Licensee must ensure that each of its employees, contractors, agents or invitees entering upon the Premises completes the safety orientation program at the Website "www.BNSFcontractor.com" (the "Safety Orientation") within one year prior to entering upon the Premises. Additionally, Licensee must ensure that each and every employee of Licensee, its contractors, agents and invitees possess a card cert ifying completion of the Safety Orientation prior to entering upon the Premises. Licensee must renew (and ensure that its contractors, agents or invitees, as applicable, renew) the Safety Orientation annually. 16.3 Licensee shall obtain on or before the date it or its contractor enters the Premises, any and all additional rights-of way, easements, licenses and other agreements relating to the grant of rights and interests in and/or access to the Premises (collectively, the "Rights") and such other rights, licenses, permits, authorizations, and approvals (including without limitation, any necessary local, state, federal or tribal authorizations and environmental permits) that are necessary in order to permit Licensee to construct, maintain, own and operate the Pipeline and otherwise to perform its obligations hereunder in accordance with the terms and conditions hereof. 16.4 Licensee shall either require that the initial stated term of each such Rights be for a period that does not expire, in accordance with its ordinary terms, prior to the last day of the term of this License or, if the initial stated term of any such Right expires in accordance with its ordinary terms on a date earlier than the last day of the term of this License, Licensee s hall, at its cost, exercise any renewal rights thereunder, or otherwise acquire such extensions, additions and/or replacements as may be necessary, in order to cause the stated term thereof to be continued until a date that is not earlier than the last day of the term of this License. Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -10 - Form 424; Rev. 20200605 16.5 Upon the expiration or termination of any Right that is necessary in order for Licensee to own, operate or use the Pipeline in accordance with the terms and conditions of this License, this License thereby shall automatically expire upon such expiration or termination of the Right. 17.Environmental. 17.1 Licensee shall strictly comply with Environmental Laws (as defined below). Licensee shall not maintain a treatment, storage, transfer or disposal facility, or under ground storage tank, as defined by Environmental Laws on the Premises. Licensee shall not release or suffer the release of oil or Hazardous Materials (as defined below) on or about the Premises. 17.2 Except as specifically set forth in Section 4 of this License, Licensee covenants that it will not handle or transport Hazardous Materials through the Pipeline or on Licensor's property. Upon request by Licensor, Licensee agrees to furnish Licensor with proof, satisfactory to Licensor, that Licensee is in compliance with the provisions of this Section 17.2. 17.3 Licensee shall give Licensor immediate notice to Licensor 's Resource Operations Center at (800) 832-5452 of any known (i) release of Hazardous Materials on, from, or affecting the Premises, (ii) violation of Environmental Laws, or (iii) inspection or inquiry by governmental authorities charged with enforcing Environmental Laws with respect to Licensee's use of the Premises. Licensee shall use its best efforts to immediately respond to any release on, from, or affecting the Premises. Licensee also shall give Licensor prompt notice of all measures undertaken on behalf of Licensee to investigate, remediate, respond to or otherwise cure such release or violation. 17.4 If Licensor has notice from Licensee or otherwise of a release or violation of Environmental Laws arising in any way with respect to the Pipeline which occurred or may occur during the term of this License, Licensor may require Licensee, at Licensee's sole risk and expense, to take timely measures to investigate, remediate, respond to or otherwise cure such release or violation affecting the Premises or Licensor's right-of-way. 17.5 Licensee shall immediately report to Licensor’s Resource Operations Center at (800) 832 -5452 any conditions or activities upon the Premises known to Licensee which create a risk of harm to persons, property or the environment and shall take all reasonable actions necessary to prevent injury to persons, property, or the environment arising out of such conditions or activities; provided, however, that Licensee's reporting to Licensor shall not relieve Licensee of any obligation whatsoever imposed on it by this License. Licensee shall promptly respond to Licensor's request for information regarding said conditions or activities. 17.6 During the term of this License, Licensor may, at Licensor's option, require Licensee to conduct an environmental audit, including but not limited to sampling, of the Premises through an environmental consulting engineer acceptable to Licensor, at Licensee's sole cost and expense, to determine if any noncompliance or environmental damage to the Premises has occurred during occupancy thereof by Licensee. The audit shall be conducted to Licensor's satisfaction and a copy of the audit report shall promptly be provided to Licensor for its review. Licensee shall pay all expenses for any remedial or corrective action that may be required as a result of said audit to correct any noncompliance or environmental damage, and Licensee shall diligently pursue and complete all necessary work prior to termination of this License. Licensee's obligations under this Section 17.6 shall survive termination of this License. 17.7 Notwithstanding anything in this Section 17, the parties agree that Licensor has no duty or obligation to monitor Licensee's use of the Premises to determine Licensee’s compliance with Environmental Laws, it being solely Licensee's responsibility to ensure that Licensee's use of the Premises is compliant. Neither the exercise nor the failure by Licensor to exercise any rights granted in this Section will alter the liability allocation provided by this License. 17.8 "Environmental Law(s)" shall mean any federal, state, local, or tribal law, statute, ordinance, code, rule, regulation, policy, common law, license, authorization, decision, order, or injunction which pertains to health, safety, any Hazardous Material, or the environment (including but not Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -11 - Form 424; Rev. 20200605 limited to ground, air, water, or noise pollution or contamination, and underground or above- ground tanks) and shall include, without limitation , CERCLA 42 U.S.C. §9601 et seq.; the Resource Conservation and Recovery Act, 42 U.S.C. §6901 et seq.; the Hazardous Materials Transportation Act, 49 U.S.C. §5101 et seq.; the Federal Water Pollution Control Act, 33 U.S.C. §1251 et seq.; the Clean Air Act, 42 U.S.C. §7401 et seq.; the Toxic Substances Control Act, 15 U.S.C. §2601 et seq.; the Safe Drinking Water Act, 42 U.S.C. §300f et seq.; th e Emergency Planning and Community Right-to-Know Act, 42 U.S.C. 11001 et seq.; the Federal Insecticide, Fungicide and Rodenticide Act, 7 U.S.C. 136 to 136y; the Oil Pollution Act, 33 U.S.C. 2701 et seq.; and the Occupational Safety and Health Act, 29 U.S.C . 651 et seq.; all as have been amended from time to time, and any other federal, state, local, or tribal environmental requirements, together with all rules, regulations, orders, and decrees now or hereafter promulgated under any of the foregoing, as any of the foregoing now exist or may be changed or amended or come into effect in the future. 17.9 "Hazardous Material(s)" shall include but shall not be limited to any substance, material, or waste that is regulated by any Environmental Law or otherwise regulated by any federal, state, local, or tribal governmental authority because of toxic, flammable, explosive, corrosive, reactive, radioactive or other properties that may be hazardous to human health or the environment, including without limitation asbestos and asbestos-containing materials, radon, petroleum and petroleum products, urea formaldehyde foam insulation, methane, lead -based paint, polychlorinated biphenyl compounds, hydrocarbons or like substances and their additives or constituents, pesticides, agricultural chemicals, and any other special, toxic, or hazardous (i) substances, (ii) materials, or (iii) wastes of any kind, including without limitation those now or hereafter defined, determined, or identified as "hazardous chemicals", "hazardous su bstances," "hazardous materials," "toxic substances," or "hazardous wastes" in any Environmental Law. 17.10 Intentionally deleted. 17.11 Intentionally deleted. 17.12 Intentionally deleted. DISCLAIMER OF WARRANTIES 18.No Warranties. 18.1 LICENSOR'S DUTIES AND WARRANTIES ARE LIMITED TO THOSE EXPRESSLY STATED IN THIS LICENSE AND SHALL NOT INCLUDE ANY IMPLIED DUTIES OR IMPLIED WARRANTIES, NOW OR IN THE FUTURE. NO REPRESENTATIONS OR WARRANTIES HAVE BEEN MADE BY LICENSOR OTHER THAN THOSE CONTAINED IN THIS LICENSE. LICENSEE HEREBY WAIVES ANY AND ALL WARRANTIES, EXPRESS OR IMPLIED, WITH RESPECT TO THE PREMISES OR WHICH MAY EXIST BY OPERATION OF LAW OR IN EQUITY, INCLUDING, WITHOUT LIMITATION, ANY WARRANTY OF MERCHANTABILITY, HABITABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 18.2 LICENSOR MAKES NO WARRANTY, REPRESENTATION OR CONDITION OF ANY KIND, EXPRESS OR IMPLIED, CONCERNING (A) THE SCOPE OF THE LICENSE OR OTHER RIGHTS GRANTED HEREUNDER TO LICENSEE OR (B) WHETHER OR NOT LICENSEE 'S CONSTRUCTION, MAINTENANCE, OWNERSHIP, USE OR OPERATION OF THE PIPELINE WILL VIOLATE OR INFRINGE UPON THE RIGHTS, INTERESTS AND ESTATES OF THIRD PARTIES, INCLUDING, WITHOUT LIMITATION, ANY LEASES, USE RIGHTS, EASEMENTS AND LIENS OF ANY THIRD PARTY. 19.Disclaimer of Warranty for Quiet Enjoyment. LICENSOR DOES NOT WARRANT ITS TITLE TO THE PREMISES NOR UNDERTAKE TO DEFEND LICENSEE IN THE PEACEABLE POSSESSION OR USE THEREOF. NO COVENANT OF QUIET ENJOYMENT IS MADE. Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -12 - Form 424; Rev. 20200605 20.Eviction at Risk of Licensee. In case of the eviction of Licensee by anyone owning, claiming title to, or claiming any interest in the Premises, or by the abandonment by Licensor of the affected rail corridor, Licensor shall not be liable (i) to refund Licensee any compensation paid hereunder, except for the pro - rata part of any recurring charge paid in advance, or (ii) for any damage s or costs Licensee sustains in connection with the eviction. LIENS AND TAXES 21.Liens and Charges. Licensee shall promptly pay and discharge any and all liens arising out of a ny construction, alterations or repairs done, suffered or permitted to be done by Licensee on the Premises. Licensor is hereby authorized to post any notices or take any other action upon or with respect to the Premises that is or may be permitted by law to prevent the attachment of any such liens to the Premises; provided, however, that failure of Licensor to take any such action shall not relieve Licensee of any obligation or liability under this Section 21 or any other Section of this License. 22.Taxes. Licensee shall pay when due any taxes, assessments or other charges (collectively, "Taxes") levied or assessed by any governmental or quasi-governmental body upon the Pipeline or any other improvements constructed or installed on the Premises by or for Licensee (collectively, the "Improvements") or any Taxes levied or assessed against Licensor or th e Premises that are attributable to the Improvements. DEFAULT, TERMINATION, AND SURRENDER 23.Default and Termination. In addition to and not in limitation of Licensor's right to terminate for failure to provide evidence of insurance as required pursuant to the terms of Section 15, the following events are also deemed to be events of default pursuant to which Licensor has the right to terminate as set forth below: 23.1 If default shall be made in any of Licensee's covenants, agreements, or obligations contained in this License and Licensee fails to cure said default within thirty (30) days after written notice is provided to Licensee by Licensor, or in case of any assignment or transfer of this License in violation of Section 26 below, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon Licensee. Notwithstanding the foregoing, Licensor shall have the right to terminate this License immediately if Licensee fails to provide evidence of insurance as required in Section 15. 23.2 Should Licensee not comply fully with the obligations of Section 17 regarding the handling or transporting of Hazardous Materials, notwithstanding anything contained in any other provision of this License, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon Licensee. 23.3 Any waiver by Licensor of any default or defaults shall not constitute a waiver of the right to terminate this License for any subsequent default or defaults, nor shall any such waiver in any way affect Licensor's ability to enforce any Section of this License. The remedies set forth in this Section 23 shall be in addition to, and not in limitation of, any other remedies that Licensor may have at law or in equity. 23.4 In addition to and not in limitation of Licensor's rights to terminate this License for failure to provide evidence of insurance or occurrence of defaults as described above, this License may be terminated by either party, at any time, by serving thirty (30) days' written notice of termination upon the other party. Such termination shall not release either party hereto from any liability or obligation under the License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or thereafter in case by the terms of the License it is provided that anything shall or may be done after termination hereof. Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -13 - Form 424; Rev. 20200605 24.Surrender of the Premises. 24.1 On or before expiration or termination of this License for any reason, Licensee shall, at its sole cost and expense: 24.1.1 if so directed by Licensor in writing, remove the Improvements, the Pipeline and all appurtenances thereto, or, at the sole discretion of Licens or, fill and cap or otherwise appropriately decommission the Pipeline with a method satisfactory to Licensor; 24.1.2 report and restore any damage to the Premises or Licensor's other property arising from, growing out of, or connected with Licensee's use of the Premises; 24.1.3 remedy any unsafe conditions on the Premises created or aggravated by Licensee; and 24.1.4 leave the Premises in substantially the condition which existed as of the Effective Date , or as otherwise agreed to by Licensor. 24.2 Upon any expiration or termination of this License, if Licensee fails to surrender the Premises to Licensor or if Licensee fails to complete its obligations under Section 24.1 above (the "Restoration Obligations"), Licensee shall have a limited license to enter upon the Premises solely to the extent necessary for Licensee to complete the Restoration Obligations, and all liabilities and obligations of Licensee hereunder shall continue in effect until the Premises are surrendered and the Restoration Obligations are completed. Neither termination nor expiration shall release Licensee from any liability or obligation under this License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination, or, if later, the date when Licensee surrenders the Premises and all of the Restoration Obligations are completed. 24.3 If Licensee fails to complete the Restoration Obligations within thirty (30) days after the date of such termination of its tenancy, then Licensor may, at its election, either: (i) remove the Pipeline and the other Improvements or otherwise restore the Premises, and in such event Licensee shall, within thirty (30) days after receipt of bill therefor, reimburse Licensor for cost incurred, (ii ) upon written notice to Licensee, take and hold the Pipeline and the other Improvements and personal property as its sole property, without payment or obligation to Licensee therefor, or (iii) specifically enforce Licensee's obligation to restore and/or pursue any remedy at law or in equity against Licensee for failure to so restore. Further, if Licensor has consented to the Pipeline and the other Improvements remaining on the Premises following termination, Licensee shall, upon request by Licensor, provide a bill of sale in a form acceptable to Licensor conveying the Pipeline and the other Improvements to Licensor for no additional consideration. MISCELLANEOUS 25.Successors and Assigns. All provisions contained in this License shall be binding upon, inure to the benefit of, and be enforceable by the respective successors and assigns of Licensor and Licensee to the same extent as if each such successor and assign was named a party to this License. 26.Assignment. 26.1 Licensee may not sell, assign, transfer, or hypothecate this License or any right, obligation, or interest herein (either voluntarily or by operation of law , merger, or otherwise) without the prior written consent of Licensor, which consent may not be unreasonably withheld or delayed by Licensor. Any attempted assignment by Licensee in violation of this Section 26 shall be a breach of this License and, in addition, shall be voidable by Licensor in its sole and absolute discretion. 26.2 For purposes of this Section 26, the word "assign" shall include without limitation (a) any sale of the equity interests of Licensee following which the equity interest holders of Licensee immediately prior to such sale own, directly or indirectly, less than 50% of the combined voting power of the outstanding voting equity interests of Licensee, (b) any sale of all or substantially all of the assets of (i) Licensee and (ii) to the extent such entities exist, Licensee 's parent and Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -14 - Form 424; Rev. 20200605 subsidiaries, taken as a whole, or (c) any reorganization, recapitalization, merger or consolidation involving Licensee. Notwithstanding the foregoing, any reorganization, recapitalization, merger or consolidation following which the equity interest holders of Licensee immediately prior to such reorganization, recapitalization, merger or consolidation own, directly or indirectly, at least 50% of the combined voting power of the outstanding voting equity interests of Licensee or any successor thereto or the entity resulting from such reorganization, recapitalization, m erger or consolidation shall not be deemed an assignment. THIS LICENSE SHALL NOT RUN WITH THE LAND WITHOUT THE EXPRESS WRITTEN CONSENT OF LICENSOR, SUCH CONSENT TO BE IN LICENSOR'S SOLE DISCRETION. 26.3 Notwithstanding the provisions of Section 26.1 above or anything contained in this License to the contrary, if Licensee sells, assigns, transfers, or hypothecates this License or any interest herein in contravention of the provisions of this License (a "Purported Assignment") to another party (a "Purported Transferee"), the Purported Transferee's enjoyment of the rights and privileges granted under this License shall be deemed to be the Purported Transferee 's agreement to be bound by all of the terms and provisions of this License, including but not limited to the obligation to comply with the provisions of Section 15 above concerning insurance requirements. In addition to and not in limitation of the foregoing, Licensee, for itself, its successors and assigns, shall indemnify, defend and hold harmless Licensor for all Liabilities of any nature, kind or description of any person or entity directly or indirectly arising out of, resulting from or related to (in whole or in part) a Purported Assignment. The provisions of this Section 26.3 shall survive the expiration or earlier termination of this License. 26.4 Licensor shall have the right to transfer and assign, in whole or in part, all of its rights and obligations under this License, and upon any such transfer or assignment, Licensor shall be released from any further obligations hereunder, and Licensee agrees to look solely to the successor in interest of Licensor for the performance of such obligations. 27.Notices. Any notice, invoice, or other writing required or permitted to be given hereunder by one party to the other shall be in writing and the same shall be given and shall be deemed to have been served and given if (i) placed in the United States mail, certified, return receipt requested, or (ii) deposited into the custody of a nationally recognized overnight delivery service, addressed to the party to be notified at the address for such party specified below, or to such other address as the party t o be notified may designate by giving the other party no less than thirty (30) days ' advance written notice of such change in address. If to Licensor: Jones Lang LaSalle Brokerage, Inc. 2650 Lou Menk Drive – MOB1 Fort Worth, TX 76131 Attn: Permits/Licenses with a copy to: BNSF Railway Company 2650 Lou Menk Dr. Fort Worth, TX 76131 Attn: Senior Manager Real Estate If to Licensee: United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Attn: 28.Survival. Neither termination nor expiration will release either party from any liability or obligation under this License, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date of termination or expiration, or, if later, the date when the P ipeline and the other Improvements are removed and the Restoration Obligations are completed in accordance with the terms hereof. 29.Recordation. It is understood and agreed that this License shall not be placed or allowed to be placed on public record. Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -15 - Form 424; Rev. 20200605 30.Applicable Law. All questions concerning the interpretation or application of provisions of this License shall be decided according to the substantive laws of the State of Texas without regard to conflicts of law provisions. 31.Severability. To the maximum extent possible, each provision of this License shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this License shall be prohibited by, or held to be invalid under, applicable law, such provision shall be ineffective solely to the extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this License. 32.Integration. This License is the full and complete agreement between Licensor an d Licensee with respect to all matters relating to Licensee's use of the Premises, and supersedes any and all other agreements between the parties hereto relating to Licensee's use of the Premises as described herein. However, nothing herein is intended to terminate any surviving obligation of Licensee or Licensee's obligation to defend and hold Licensor harmless in any prior written agreement between the parties . 33.Joint and Several Liability. If Licensee consists of two or more parties, all the cove nants and agreements of Licensee herein contained shall be the joint and several covenants and agreements of such parties. 34.Waiver. The waiver by Licensor of the breach of any provision herein by Licensee shall in no way impair the right of Licensor to enforce that provision for any subsequent breach thereof. 35.Interpretation. 35.1 This License shall be interpreted in a neutral manner, and not more strongly for or against any party based upon the source of the draftsmanship; both parties hereby agree that this License shall not be subject to the principle that a contract would be construed against the party which drafted the same. Article titles, headings to sections and paragraphs and the table of contents (if any) are inserted for convenience of reference only and are not intended to be a part or to affect the meaning or interpretation hereof. The exhibit or exhibits referred to herein shall be construed with and as an integral part of this License to the same extent as if they were set forth verbatim herein. 35.2 As used herein, "include", "includes" and "including" are deemed to be followed by "without limitation" whether or not they are in fact followed by such words or words of like import; "writing", "written" and comparable terms refer to printing, typing, lithography and other means of reproducing words in a visible form; references to any person are also to that person's successors and permitted assigns; "hereof", "herein", "hereunder" and comparable terms refer to the entirety hereof and not to any particular article, section, or other subdivision hereof or attachment heret o; references to any gender include references to the masculine or feminine as the context requires; references to the plural include the singular and vice versa; and references to this License or other documents are as amended, modified or supplemented from time to time. 36.Counterparts. This License may be executed in multiple counterparts, each of which shall, for all purposes, be deemed an original but which together shall constitute one and the same instrument, and the signature pages from any counterpart may be appended to any other counterpart to assemble fully executed documents, and counterparts of this License may also be exchanged electronically and any electronic version of any party's signature shall be deemed to be an original signature for all purposes. 37.Licensor's Representative. Jones Lang LaSalle Brokerage, Inc. is acting as representative for BNSF Railway Company. END OF PAGE – SIGNATURE PAGE FOLLOWS Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Tracking #24W-19894/BF-20463711 -16 - Form 424; Rev. 20200605 This License has been duly executed by the parties hereto as of the Effective Date. LICENSOR: BNSF Railway Company, a Delaware corporation By: Jones Lang LaSalle Brokerage, Inc. 2650 Lou Menk Drive – MOB1 Fort Worth, TX 76131 By: By: Title: LICENSEE: United City of Yorkville, an Illinois Municipality By: By: Title: Docusign Envelope ID: B801704B-A8AC-48EA-A277-80FEE38292FA Eric Dhuse Director of Public Works Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 Patricia Villegas Vice President, Permits cccc Beecher Rd48484848 Source: Esri, Maxar, Earthstar Geographics, IGN, and the GIS User Community TOWNSHIP & RANGE: 37N 7E MERIDIAN: 3RD SECTION: 18 DRAWING NO. 89860 BTHSTATE OF IL COATING: WALL THICKNESS: SPECIFICATIONS/GRADE: PIPE MATERIAL: CONTENTS:DRINKING WATER CARRIER PIPE DUCTILE IRON AWWA C151/A21.51 0.4" CEMENT LINED SIZE:16" CASING PIPE STEEL ASTM A139 0.469" BITUMINOUS 30" WORKING PRESSURE:350 PSI CARRIER PIPE LENGTH ON R/W:106' CASING PIPE 106' DESCRIPTION OF PIPELINE PIPELINE SHOWN BOLD NOTE: CASING TO BE JACKED OR DRY BORED ONLY COORDINATE SYSTEM: IL_E TRACKING NO. 24W-19894 MAP REF. r50408YORKVILLE COUNTY OF KENDALL CATHODIC PROTECTION BURY: ROADWAY DITCHES BURY: NATURAL GROUND BURY: BASE/RAIL TO TOP OF CASING 8.25' 6' 6' NO VENTS: NUMBER - SIZE - HEIGHT OF VENT ABOVE GROUND - DATE: 1/26/2024 CHICAGO DIV. MENDOTA SUBDIV. L.S. 0001 MP: 48.09 1 IN = 150 FTSCALE: EXHIBIT "A" ³ MP 48.0941.676989 -88.472232 TO: SAN D WI C H TO: MON T G O M E R Y 106'50'50' 74° 20' PIPELINE TOCENTER OF ROAD Docusign Envelope ID: 63236C4E-161F-4242-9123-95F6FEDF8749 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #14 Tracking Number PW 2025-58 Well 9 Emergency Repair Change Order No. 1 Public Works Committee – May 20, 2025 Majority Approval A proposed change order increasing the cost of the well 9 emergency repair by $19,086.37 Eric Dhuse Public Works Name Department Summary A proposed change order increasing the cost of the Well 9 emergency repair by $19,086.37. Background On March 11, 2025, the City Council passed a resolution approving $151,662 for emergency repairs to well 9, based on an estimate from Layne Western. This money was in addition to the $55,000 that was previously authorized by staff and the City Council. This brings the total approved funds for repair to $206,662. Unfortunately, the repairs took longer in time than expected, there was an additional test performed, there were additional parts and materials needed, and there was an additional invoice given to Layne by the electrician for the direct connection. This increased the cost of the repair by $19,086.37, bringing the total cost for repair to $225,748.37. Although this is a large, unexpected expense, it is much better than the worse case scenario which was $375,000. This repair also takes the place of the preventative maintenance that would have occurred in the next couple of years and pushes it out 10 years. Recommendation Staff recommends approval of the change order. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: May 6, 2025 Subject: Change Order Well 9 Emergency Repair Resolution No. 2025-____ Page 1 Resolution No. 2025-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS APPROVING A CHANGE ORDER RELATING TO WELL NO. 9 EMERGENCY REPAIRS WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, the City has approved a contract in the amount of $206,662.00 with Layne Christensen Company (“Layne”), for a project commonly known as the Well No. 9 Emergency Repairs Project, the price of which has increased from the original contract amount in the amount of $19,086.37 (the “Change Order”) due to the reinstallation of the well’s components taking longer than anticipated, and Layne needing more materials than anticipated to complete the repair; and WHEREAS, all change orders increasing or decreasing the cost of a public contract by at least $25,000 must meet the required findings that circumstances necessitating the change were not reasonably foreseeable at the time the contract was signed; or the change is germane to the original contract as signed; or the Change Order is in the best interest of the City as required by Section 33E-9 of the Illinois Criminal Code (720 ILCS 5/33E-9); and WHEREAS, as the Change Order increases the total price of the Project in an amount less than $25,000, no finding under Section 33E-9 of the Illinois Criminal Code is needed; and WHEREAS, it is recommended to the Mayor and the City Council that Change Order No. 1 to the Well No. 9 Emergency Repairs Project be approved. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Section 1. The foregoing recitals are hereby incorporated in this Resolution as the findings of the Corporate Authorities. Section 2. The Corporate Authorities hereby find and declare that the Change Order to the Well No. 9 Emergency Repairs Project contract with Layne Christensen Company, which Resolution No. 2025-____ Page 2 results in a total increase of $19,086.37, is hereby approved, and the City Administrator is authorized to execute the Change Order as hereinabove identified. Section 3. That this resolution shall be in full force and effect from and after its passage and approval according to law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ RUSTY CORNEILS _________ RUSTY HYETT _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ MAYOR Attest: ______________________________ CITY CLERK Inv No.: WO#: Sold To: LAYNE JOB#: INVOICE INV DATE DUE DATE ACCOUNT MANAGER PROJECT MANAGER TERMS Page 1 of 2 Remit To: PO BOX 743609 LOS ANGELES CA 90074-3609 2928934 A/R Net 30 Days4/24/2025 5/24/2025 BALLUFF, JESSE H. 899330 LAYNE CHRISTENSEN COMPANY ---------- Remark ----------QTY / Units UOM Unit Price Total 831 - LAYNE AURORA Notes: CUSTOMER PO#:Work Order 1591564 PH: 262-246-4646 BALLUFF, JESSE H. edhuse@yorkville.il.us; jbauer@yorkville.il.usUNITED CITY OF YORKVILLE ATTN: ACCOUNTS PAYABLE 651 PRAIRIE POINTE DRIVE YORKVILLE, IL 60560-6501 Email: arprocessingcenter@gcinc.com WELL 9 PAY REQUEST 2 - FINAL FIELD LABOR FROM 3/20/2025 THRU 4/17/2025 Serviceman w/Service Truck - Regular Time74.50 HR $281.00 $20,934.50 Field Technician - Regular Time8.50 HR $203.00 $1,725.50 Large Rig - 1 Man Crew - Regular Time8.00 HR $348.00 $2,784.00 Large Rig - 2 Man Crew - Regular Time72.00 HR $551.00 $39,672.00 Power Tong Usage, per 8 hour shift2.00 DY $475.00 $950.00 Sub Total ==>$66,066.00 YARD LABOR FROM 3/20/2025 THRU 4/17/2025 Machinist & Equipment - Regular Time73.00 HR $214.00 $15,622.00 Sandblast Equipment and 2 man Crew8.00 HR $435.00 $3,480.00 Yard Technician - Regular Time25.50 HR $190.00 $4,845.00 Sub Total ==>$23,947.00 MATERIAL Standard Motor Servicing Material1.00 LS $2,000.00 $2,000.00 Zinc Sleeves21.00 EA $210.00 $4,410.00 Miscellaneous Pipe Rehab Material (Epoxy paint,1.00 LS $3,705.00 $3,705.00 Sand Blast Medium, etc.) Bowl Assembly Rehab/Servicing Material (Epoxy1.00 LS $5,000.00 $5,000.00 paint, Sand Blast Medium, Bronze, etc.) Miscellaneous Reinstall Material (1-1/2" PVC,1.00 LS $2,000.00 $2,000.00 Grease, Set Screws, etc.) Sub Total ==>$17,115.00 SUBCONTRACTOR WORK Frank Marshall Electrical Reconnect1.00 LS $731.74 $731.74 Continued ORIGINAL Inv No.: INVOICE Page 2 of 2 2928934 LAYNE CHRISTENSEN COMPANY ---------- Remark ----------QTY / Units UOM Unit Price Total Sub Total ==>$731.74 $107,859.74Total Taxable Amount Total Tax Amount $107,859.74Total Invoice Amount Layne Christensen Company will institute a late payment charge at a rate of 18% per annum (unless a lower rate is required under applicable law, in which case the lower rate will apply) for all payments not made on or before th edue date. It is the policy of Layne Christensen to preserve all lien and payment bond rights where available. All notifications are sent strictly for this purpose. Thank you for your business Layne Christensen, a Granite Corporation is an Equal Opportunity Employer ORIGINAL $0.00Total Retainage Amount - 0% Resolution No. 2025-30 A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS, AUTHORIZING THE REPAIR OF CITY OF YORKVILLE WELL NUMBER 9 IN AN AMOUNT NOT TO EXCEED $151,662 WHEREAS, the United City of Yorkville (the "City") is a duly organized and validly existing non home -rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, the City's Municipal Code provides that the City may approve contracts for supplies and equipment in excess of $25,000 that have not been competitively bid by a two-thirds affirmative vote of the City Council; and WHEREAS, the City currently owns and operates a municipal drinking water system served by wells that extract source water from an underground aquifer; and WHEREAS, Well Number 9 (the "Well"), located near the intersection of Bristol Ridge Road and Kennedy Road within the City's corporate boundaries, has experienced a critical failure and is currently not operating; and WHEREAS, the Well is required to extract water from the City's aquifers, and therefore the operation of the Well is critical to the safety and welfare of the City's residents; and WHEREAS, during a Special Meeting held on March 4, 2025 the City Council approved through Resolution No. 2025-27 the urgent inspection of the Well's motor, pump and cables (the Components"); and WHEREAS, Layne Christensen Company ("Layne") is in the process of inspecting the Well's Components to provide a diagnosis and exact repair estimate; and WHEREAS, Layne and the City's Public Works Department believe that the cost to repair to the Well shall not exceed $151,662; and WHEREAS, once a diagnosis and repair estimate are complete, Layne shall provide quote to the City with an exact cost for the necessary repairs to the Well (the "Quote"); and WHEREAS, given the importance of municipal water infrastructure to the health and welfare of the City's residents, and in a desire to facilitate repair of the Well's Components as soon as possible, the Mayor and City Council (the "Corporate Authorities") wish to approve all necessary repairs to the Well's Components, in an amount not to exceed $151,662, with said amount being decreased as appropriate pursuant to the forthcoming Quote. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Resolution No. 2025-30 Page 1 Section 1. The foregoing recitals are hereby incorporated in this Resolution as the findings of the Corporate Authorities. Section 2. The Corporate Authorities hereby waive the competitive bidding requirements in accordance with the City's Municipal Code and pursuant to the foregoing recitals, and the City Administrator is authorized and directed to proceed with engaging Layne Christensen Company to repair Well Number 9, as described in the forthcoming Quote, in an amount not to exceed 151,662, Section 3. This Resolution shall be in full force and effect upon its passage and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this 1It" day of March, A.D. 2025. LA Y CLERK KEN KOCH AYE DAN TRANSIER AYE ARDEN JOE PLOCHER AYE CRAIG SOLING AYE CHRIS FUNKHOUSER AYE MATT MAREK AYE SEAVER TARULIS ABSENT RUSTY CORNEILS AYE APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois ti this 1 day of N-A , A.D. 2025. Attest: 1 C Y CLERK nyj fydLei Resolution No. 2025-30 Page 2 Layne A GRAirrE COMPANY March 11, 2025 Mr. John Bauer City of Yorkville 610 Tower Ln Yorkville, IL 60560 Re: Well #9 Emergency Repairs and Reinstall Mr. Bauer: Layne Christensen Company 721 W, Illinois Avenue Aurora.IL 60506 61D1697.6941 graniteconstructlon.com The City of Yorkville's Well #9 Byron Jackson submersible type H pump has been removed by Layne due to high amperage causing an 12T trip. This indicates a trip function where the breaker trips based on the square of the current (12) multiplied by time (t), meaning the longer the current flows, the more energy is generated, and trips the breaker to prevent damage. The motor, bowl, and cable have been inspected at Layne's Aurora Yard, while the pipe and threads are being inspected by a third party who specializes in the rehabilitation of 8 round threads of which Well 9's pipe is threaded to. Please find the City of Yorkville Well 9's Pump Inspection Report ("PIR") attached. Based upon the recommendations of the PIR, including full servicing of the pump components while they are removed from the Well, estimated project cost: 1, Component Inspection: a. Bowl Inspection & Report.................................................................. 2,100 b. Motor Inspection & Report ................................................................ 1,800 c, Hypot Test of Cable & Report........................................................... 1,500 d. Misc. Yard Labor............................................................................... 7,200 2. Well Televise Survey & Report ..................................................................... 1,800 3. Pipe Rehabilitation, Estimate a. Pipe Transportation for Rehabilitation, Estimate ............................... 10,000 b. 8 RND Couplings @ $4101Coupling x 15 Coupling, Estimate............ 6,150 c. Cut & Thread ("C&T") 8 RND @ $187.501C&T x 40, Estimate .......... 7,500 d. Couplings Bucked on @ $141Each x 15, Estimate ............................ 210 e. Thread protectors @ $151Each x 23, Estimate ................................. 345 f. Replacement 10" pipe @ $126.72/Foot x 60 Estimate ..................... 7,603 g. New 10" 8 RND Surge Control Valves @ $2,7001Each x 2 ............... 5,400 h. Replacement Zinc sleeves @ $2101Each x 25, Estimate .................. 5,250 i. Touchup Epoxy Coating wl 2 Man Crew @ $435IHour x 24 Hours Plus material, estimate.......................................................... 13,000 4. Bowl Assembly Rehabilitation & Servicing Estimate a. Machinist & Equipment Labor @ $2141Hour for 70 Hrs, Estimate .... $ 14,980 b. 2 Man Blast Crew @ $435IHour x 8 Hours, estimate,.... ................... $ 3,480 c. Material, Estimate............................................................................ $ 5,000 1 City of Yorkville RE: Well #i9 Emergency Pull February 26, 2C25 5. Motor Rehabilitation a. Standard servicing, including new oil, oil lines, gaskets, o-ring, filter Etc......................................................................................... $ 2,000 b. Standard Motor Servicing Labor @ $2091Hour x 16 Hours ................ $ 3,344 6. Reinstall & Performance Test, Standard Working Hours Estimate a. Reinstall, Estimate............................................................................ $ 45,000 b. 1 Day Performance Test, Estimate ................................................... $ 6,000 c. Miscellaneous Material..................................................................... 2,000 Total Repair Estimate: $151,66.2 Total Labor and equipment approved to date including pump Removal & transport components to Layne yard $ 55,000 Total Project Estimate: $206,662 If you have any questions or comments, please do not hesitate to contact me. Layne Christensen Company Jesse Balluff WRD Project Manager 2 Layne A GRAI'11TE COMPANY 721 WEST ILLINOIS AVE, AURORA, IL 60506 630.897.6941 PHONE 630.897 6976 FAX City of Yorkville WELL NO. 9 INSPECTION REPORT JOB NAME Yorkville 9 Emergency Job WELL NO. 9 DATE I March 9, 2025 JOB NO. 1591564 INSPECTED BY J. Kopp, J. Iverson, J. Balluff, J. Gray, J. Motor Byron Jackson 17" 400 HP, BOWL ASSEMBLY Byron Jackson 14 Stage 2300V, Type H 13MQ112MQH5L9 Serial# 17-5399-4-1 RB COLUMN ASSEMBLY 866' 10" 8RND wl 10' transition piece to 8V at bowl; 2 — 8RND surge valves at 100' & 583' above bowl; O.D. zinc sleeves on bottom 21 pcs of pipe, I.D. zinc sleeves on both ends of all pipe. MOTOR Motor in inspection bay. MOTOR OBSERVATIONS Motor megged OL during in -shop inspection. Rotation and Float indicated as "Good." Legs were megged in cycle to test for continuity and passed. No evidence of high amps 112T electrical trip being caused from the motor. see attached motor inspection report MOTOR RECOMMENDATIONS Motor is field service eligible for reuse. Lare A GRATUTE COMPANY 721 WEST ILLINOIS AVE AURORA, IL 60506 630.897.6941 PHONE 630.897.6976 FAX City of Yorkville WELL NO. 9 INSPECTION REPORT BOWL ASSEMBLY Impeller Shaft Suction stage, "grooving" evidence & Impellers minor rin wear Impeller ring discoloration potentially Bottom of casting, "Buffed," groove typ. Top of castings, typ. caused by heat, wl grooves & minor wear BOWL ASSEMBLY OBSERVATIONS All castings and impellers are in good condition. Upper volute of castings have minor erosion near ring area. The pump contains bronze wear rings that show signs of wear, including significant grooves suggesting a foreign object has gone through the assembly. The wear rings are "buffed" as if the well was producing sand, which the City noted this well was not known to produce sand. A couple of impellers showed signs of discoloration that could potentially indicate heating up. Impeller shaft, strainer, and collets were noted as "ok for reuse." The top case discharge flange will need to have the remaining pipe machined out as it was stuck when pulling the pump and needed to be cut. Indications of a foreign object causing grooves in the impeller ring and wear ring. Evidence a couple of impellers heated up at some point. However, no direct evidence for high amps 1 12T electrical trip being caused from the bowl assembly. See attached Bowl Assembly Inspection Report Layne A GRAnrrE COMPANY 721 WEST ILLINOIS AVE. AURORA, IL 60506 630.897.6941 PHONE City of Yorkville WELL NO. 9 INSPECTION REPORT BOWL ASSEMBLY RECOMMENDATIONS Layne recommends reapplying ceramic coating to the upper volutes of castings as well as reapplication of ceramic coating on all interior components of the pumping assembly due to minor wear. True up the impellers, including deburrlpolish collet bores. All bronze wear rings should be replaced due to their condition and wear. Straighten and polish impeller shaft (typical rehab for bowl service). Deburr and polish all collets. Replace suction bushings. Repair top case flange and replace pipe. Typ. Bowl servicing. COLUMN PIPE 4 1' i r I Cut pipe due to power tongs not being Thread damage I.D. Zinc in good condition able to break loose. Interior pipe in good condition, no signs Heated coupling to break loose, Upper surge check valve, to be of erosion/corrosion, t damaged threads. replaced COLUMN PIPE OBSERVATIONS The condition of the pipe is generally good in terms of the historical erosion/corrosion seen in "fishing" jobs from 2009 and 2017. This can be contributed to the sacrificial zinc sleeves applied as well as threading all pipe to S round ("8 RNY) in 2017. Silicon was applied to the threads to further help prevent erosion and corrosion. Some pieces of pipe wouid not come loose with the utilization of power tongs, therefore, some joints needed to be cut. No evidence of high amps 1 12T electrical trip being caused from the column assembly. Lare A GRAMTE COMPANY 721 WEST ILLINOIS AVE. AURORA, IL 60506 630.897.6941 PHONE City of Yorkville WELL NO. 9 INSPECTION REPORT COLUMN PIPE RECOMMENDATIONS Layne provided the City with a worst case scenario if all pipe needed to be cut, rethread, and new pipe for a not to exceed case budget. New surge check valves were included in this quote as historically, this has been where the column assembly has failed for Well 9. Layne recommends replacing any lost zinc sleeving due to pipe rehabilitation as well as installing the column assembly to the same specs. as it was installed in 2017. Once final inspection is completed by third party, Layne will update the city on necessary repairs and/or replacements. CABLE OBSERVATIONS The cable and flat cable were in good condition. Hypot testing of the full cable assembly showed minimal leakage. Field crew noted that the flat cable looked "thin" in some places. J. Geltz, J. Balluff, and J. Gray inspected the flat cable closely and did not note any "thin" spots. Cable was reconnected to motor in shop and ohms testing was conducted while all potential weak points were wet. No continuity issues were recorded during test. No evidence of high amps / 12T electrical trip being caused from the cable assembly. CABLE RECOMMENDATIONS Cable and flat cable ok for reuse. see attached hypot test report) WELL OBSERVATIONS Unremarkable WO head. Total depth was recorded with a wireline to 1359'. Original depth on record is 1368', suggesting 9' of back fill. WELL RECOMMENDATIONS Layne recommends televising the well while the pump is removed to visually inspect the Well's condition. LAYNE CHRISTENSEN COMPANY Layne A GRAfiITE COMPANY BYRON JACKSON MOTOR INSPECTION REPORT - TYPE: M H DATE 3/512025 JOB NAME Yorkville 9 JOB # 1591564 HP 440 SIZE 17" VOLTAGE 2300 MOTOR SERIAL # 17-5399-4-1 RB MEG JOL SHAFT PROJECTION SPEC 8 7/8 - 8.875 SHAFT PROJECTION MEASURED 8 55/64 - 8.860 FACE RUNOUT 007 RABBET ECCENTRICITY 022 ROTATION Good FLOAT Good CONDITION OF STATOR CAN Good CONDITION OF LOWER CAN Good CONDITION OF O-RING JOINT NIA COMMENTS: Oil Change & Full Service. Continuity tested through each leg of motor - Passed. IS MOTOR FIELD SERVICE ELIGIBLE? YES NO RECOMMENDATIONS: layne A GRAMM COMPANY BOWL ASSEMBLY INSPECTION REPORT Project Yorkville, IL Well No. 19 Date 3-6-2025 Project No. 1591564 Inspected by John Kopp Serial No. Flowserve CIBF Bowl Assembl 13112MQH5L9 - 14 Stage Full Stage No. Wear Rinq Impeller Skirt Clearance Bearing ID Impeller Shaft Clearance 1 (suction) 6.528 6.475 053 1.949/1.949 1.936 0131.013 2 6.533 6A76 057 1.948 1.936 012 3 6.535 6,476 059 1.948 1.936 012 4 6.549 6A79 070 1.948 1.936 012 5 6.549 6.477 072 1.947 1.936 011 6 6.553 6.479 074 1.948 1.936 012 7 6.549 6.478 071 1.948 1.936 012 8 6.547 6.478 069 1.948 1.936 012 9 6.546 6.478 068 1.948 1.936 012 10 6.548 6.478 070 1.949 1.936 013 11 6.540 6.478 062 1.948 1.936 012 12 6.542 6.476 066 1.948 1.936 012 13 6.538 6.476 062 1.949 1.936 013 14 6.531 6.476 055 1.948 1.936 012 Top case 1.948 1.936 012 Port body 1.950 1.936 014 Impeller Shaft 1-15116" X 213-7116", ok for reuse Fasteners Stainless steel, replace lock washers Strainer Stainless steel, ok for reuse Collets Stainless Steel, ok for reuse COMMENTS: All castings and impellers are in really good condition. Upper volute of castings has erosion near ring area and will need an application of ceramic coating. Recommend re -application of ceramic coating on all interior parts that will need it when pump is blasted. Pump contains bronze wear rings and due to their condition and wear, they will need to be replaced. Note that this pump is set up for use with 17" motor and 10" discharge. The top case discharge flange will need to have the remaining pipe machined out of it. WATER RESOURCES 721 W. 111inois Avenue; Aurora, 160506 1 Office: 630-897-6941 1 Fax. 630-897-6976 1 layne,com Layne CABLE HIGH POTENTIAL TEST A GRAnITE COMPANY Customer: Yorkville, IL Date: 3/6/2025 Job No.: 1591564 Well No.: 9 Location: Aurora, IL - Layne Shop Cable Description: 5kv/#2 w/grd. Length: 865' Installed By: Type of Test: Proof Max. Test Voltage: 5,000 Duration: 5 min. Motor Voltage: 2300 Weather: Indoors Temperature: '68 Humidity: Test Equipment: 6KV Test Set Test Engineer: J. GeItz Time: READINGS ON VOLTAGE RISE READINGS WITH VOLTAGE CONSTANT Test Voltage Leakage I in Micro - Amps AO BO Co Red Brown Yellow 1,000 3.8 3.8 3.6 2,000 4.2 4.1 3.9 3,000 3.9 3.9 3.8 4,000 4.0 3.7 3.4 5,000 3.7 3.8 3.5 Comment-.- Time in Min. Leakage I in Micro - Amps AO BO Co Red Brown Yellow 0 3.7 3.8 3.5 1 9 8 1.1 2 1.3 9 1.2 3 1.4 1.3 1.4 4 1.3 1.4 1.6 5 1.1 1.3 1.2 DISCHARGE TIME Hypot test power cable with Byron Jackson Flat -Cable attached. Leakage values are quite low and cable appears suitable for reuse. However, note that reinstallation means cable as tested on spool above ground will be flexed over cable sheaves, squeezed against pipe by stainless steel banding and will be subject to possible down -hole damage, as well as significant hydrostatic pressure. Hypot testing may not detect leakage to atmosphere. (i.e. external holes in cable insulation). Witness: Signature: John Geltz WATER RESOURCES 721 W. Illinois Avenue; Aurora, IL 60506 Qfflre: 630-897-6941 1 Fax: 630-897-6976 1 layne.com 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #15 Tracking Number PW 2025-59 Generator Replacement for the Blackberry North Lift Station Public Works Committee – May 20, 2025 Supermajority (6 out of 9) Approval Proposed replacement of the Blackberry North lift station generator Eric Dhuse Public Works Name Department Summary A proposed generator replacement at our Blackberry North lift station. Background The generator that is proposed to be replaced has been in service since 1995. Originally, this was a portable generator that was built for the Blackberry North lift station but could be used elsewhere if needed. Once we started specifying generators as part of lift station construction, the portable aspect of the unit wasn’t really needed. To continue to utilize the generator, we permanently mounted it at the Blackberry North lift station where it has been since the early 2000’s. The main reason we are proposing replacement of this generator is that parts are no longer readily accessible, and if you do find parts, they are extremely expensive. With the age of the generator, the probability of breakdown increases, and the availability of parts is crucial to keep the generator running and in good shape. If we can’t get parts in a timely manner, the generator downtime increases, and it becomes unreliable to us. Backup generators are extremely important for all lift stations, but it is imperative for this location. If the power goes out, we estimate that it would only take 45 minutes to 1 hour for sewage to start backing up into the homes that are nearest to the lift station. Having a reliable generator on site is crucial to keep everything functioning properly in case of a power outage. Currently, the City has 8 backup generators and will add one more when the new Parks/PW shop is completed. All these generators are Caterpillar products, or products that Caterpillar services. We have specified this because of their reliability and the service they can provide when needed. We have tried many different companies for service through the years, but we have always come back to our local Caterpillar dealer for sales and service. This generator was Sourcewell quoted through Altorfer Power Systems, which is our Caterpillar dealer. The quote totals $73,463.45 for the generator, installation, testing, training, and removal and disposal of the old unit. Due to the fact that this is a single source purchase, it will necessitate a supermajority vote for approval. This is a budgeted expense in the Lift Station Rehabilitation line item in the Sanitary Sewer fund. Recommendation Staff recommends approval of the quote from Altofer Power Systems in the amount of $73,483. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: April 28, 2025 Subject: Generator Replacement Resolution No. 2025-____ Page 1 Resolution No. 2025-_____ A RESOLUTION OF THE UNITED CITY OF YORKVILLE, ILLINOIS, AUTHORIZING THE PURCHASE OF A REPLACEMENT GENERATOR FOR THE BLACKBERRY NORTH LIFT STATION, IN AN AMOUNT NOT TO EXCEED $73,464 WHEREAS, the United City of Yorkville (the “City”) is a duly organized and validly existing non home-rule municipality created in accordance with the Constitution of the State of Illinois of 1970 and the laws of the State; and WHEREAS, the City’s Code of Ordinances provides that the City may approve contracts for supplies and equipment in excess of $25,000 that have not been competitively bid by a two- thirds affirmative vote of the City Council; and WHEREAS, the generator located at the City’s Blackberry North lift station (the “Generator”) has been in service for roughly 30 years, and, due to its age, parts to repair the Generator are difficult to find and expensive; and WHEREAS, it is crucial to the health and welfare of the City’s residents that all City lift stations have functional and reliable generators; and WHEREAS, due to the age of the Generator, the City’s Public Works department is recommending it be replaced; and WHEREAS, the City received a quote from Altorfer Power Systems through Sourcewell to replace the Generator for $73,463.45 (the “Quote”); and WHEREAS, the Quote has been provided through Sourcewell, a company that provides cooperative purchasing services to units of local government; and WHEREAS, the Quote is for a Caterpillar generator, and the City’s Public Works department has found that Caterpillar generators are reliable, and that Caterpillar provides quality service; and WHEREAS, the Mayor and City Council have determined that it is in the best interests of the health and safety of the City and its residents to waive the competitive bidding requirement and to authorize and approve the purchase of the Generator from Altorfer Power Systems in accordance with the provisions of the Quote. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois: Section 1. The foregoing recitals are hereby incorporated in this Resolution as the findings of the Corporate Authorities. Resolution No. 2025-____ Page 2 Section 2. The Corporate Authorities hereby waive the bidding requirements, pursuant to the City’s Code of Ordinances, and the City Administrator is hereby authorized and directed to proceed with the purchase of the Generator in an amount not to exceed $73,464, as described in the Quote, from Altorfer Power Systems. Section 3. This Resolution shall be in full force and effect upon its passage and approval as provided by law. Passed by the City Council of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ CITY CLERK KEN KOCH _________ DAN TRANSIER _________ ARDEN JOE PLOCHER _________ CRAIG SOLING _________ CHRIS FUNKHOUSER _________ MATT MAREK _________ RUSTY CORNEILS _________ RUSTY HYETT _________ APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois this ____ day of __________________, A.D. 2025. ______________________________ MAYOR Attest: ______________________________ CITY CLERK ____________________________________________________________________________________ 2550 6th St. SW ▪ Cedar Rapids, IA 52404-3504 ▪ Phone: 319/365-6500 ▪ Fax: 319/365-5493 Ref #: AF25#31461716 Page 1 of 7 ALTORFER CAT ▪ 23 STORES ▪ IOWA ▪ ILLINOIS ▪ INDIANA ▪ MISSOURI B artonville IL ▪ Bettendorf IA ▪ Cedar Falls IA ▪ Cedar Rapids IA ▪ Champaign IL ▪ Clinton IL Decatur IL ▪ Dix IL ▪ Dubuque IA ▪ Dwight IL ▪ East Peoria IL ▪ Elmhurst IL ▪ Hammond IN ▪ Joliet IL ▪ Oglesby IL Rock Falls IL ▪ Rockford IL ▪ Springfield IL ▪ Urbana IL ▪ Wauconda IL ▪ West Branch IA ▪ West Burlington IA PROPOSAL Customer: City of Yorkville Date: 4/30/25 Project Name: Yorkville Lift Station Generator Altorfer Power Systems appreciates your interest in Caterpillar power generation equipment and the opportunity to work with you on this project. This proposal includes the standard accessories and are provided per Sourcewell (NJPA) contract #120617-CAT. This meets State of Illinois laws, and therefore should satisfy your bidding requirements without further solicitation. Per our discussions here is some good general information regarding Sourcewell: •Sourcewell is a government agency, created by State statute, with a publicly elected board. Its sole purpose is to provide contract purchasing solutions to serve government and non-profit agencies – government serving government. •Sourcewell does not eliminate the bid process, instead it satisfies the agency’s requirements for competitive bidding. •Caterpillar was awarded the Sourcewell Contract #120617-CAT •Please see copy of State of Illinois Statutes. •For more information please see www.sourcewell-mn.gov CATERPILLAR ITEMS PER SOURCEWELL CONTRACT #120617-CAT One (1) new Caterpillar model D40 diesel engine generator set rated at 40kW standby, 240 volt, 3-Phase, 60 Hz, 1800 RPM, sound attenuated enclosure, 24-hour fuel tank base, equipped per attached bill of materials. Two-year standard warranty. SOURCED GOODS ITEMS PER SOURCEWELL CONTRACT #120617-CAT •Installation of the generator per attached BOM provided by FME •Time for Altorfer factory technician on site for startup, •Time for Altorfer factory technician on site for equipment testing •Time for Altorfer Project Management on site for site audit •Time for Altorfer factory technician on site for end user and owner training •Freight to jobsite Please review the following bill of materials, terms and conditions, and pricing. Feel free to contact us with questions or for any changes that may be needed to meet the scope of the project as you understand it. Sincerely, Austin (AJ) Foster Power Sales Group Altorfer / Caterpillar ____________________________________________________________________________________ 2550 6th St. SW ▪ Cedar Rapids, IA 52404-3504 ▪ Phone: 319/365-6500 ▪ Fax: 319/365-5493 Ref #: AF25#31461716 Page 2 of 7 ALTORFER CAT ▪ 23 STORES ▪ IOWA ▪ ILLINOIS ▪ INDIANA ▪ MISSOURI B artonville IL ▪ Bettendorf IA ▪ Cedar Falls IA ▪ Cedar Rapids IA ▪ Champaign IL ▪ Clinton IL Decatur IL ▪ Dix IL ▪ Dubuque IA ▪ Dwight IL ▪ East Peoria IL ▪ Elmhurst IL ▪ Hammond IN ▪ Joliet IL ▪ Oglesby IL Rock Falls IL ▪ Rockford IL ▪ Springfield IL ▪ Urbana IL ▪ Wauconda IL ▪ West Branch IA ▪ West Burlington IA Standard Equipment Caterpillar FACTORY TESTING AT 0.8 PF Results at full load reported are: engine rpm, frequency, average voltage, line-to-line voltages for all three phases, average current, line currents for all three phases, and observed power--all at 0.8 power factor. Engine rpm, average voltage and line-to-line voltages for all three phases are reported at no load. AIR INLET SYSTEM Air cleaner ENGINE Emission control engine Structural steel base Oil and fuel filter system Critical type silencer system GENERATOR Caterpillar 40kW generator, standby rated, engine mounted and tested at the Caterpillar factory, Class H Insulation, optimal pitch Digital Voltage Regulator Class H insulation; class H temperature rise. SUBBASE FUEL TANK UL 142 Double Wall Tank Base Tank Conduit access stub up area below breaker package Level Indicator Low Fuel Level Alarm Switch and Fuel In Rupture Basin Switch ENCLOSURE Weatherproof enclosure and sound attenuated - Durable weather-resistant finish Critical grade exhaust silencer. Exhaust silencing system includes exhaust pipe and rain cap. Internally mounted critical grade silencer Robust/highly corrosion resistant construction Steel Construction Lockable, gasketed doors provide secure access to maintenance items (battery, fuel fill, oil, and coolant) Lube oil and coolant drains piped to exterior of enclosure and terminated with drain valves Radiator guard LUBE SYSTEM Lubricating oil, Oil filter, Oil drain line with valve piped to edge of base MOUNTING SYSTEM Formed steel base Linear vibration isolators between base and engine-generator STARTING SYSTEM Battery, Battery Charger, Jacket water heater, Charging alternator ____________________________________________________________________________________ 2550 6th St. SW ▪ Cedar Rapids, IA 52404-3504 ▪ Phone: 319/365-6500 ▪ Fax: 319/365-5493 Ref #: AF25#31461716 Page 3 of 7 ALTORFER CAT ▪ 23 STORES ▪ IOWA ▪ ILLINOIS ▪ INDIANA ▪ MISSOURI B artonville IL ▪ Bettendorf IA ▪ Cedar Falls IA ▪ Cedar Rapids IA ▪ Champaign IL ▪ Clinton IL Decatur IL ▪ Dix IL ▪ Dubuque IA ▪ Dwight IL ▪ East Peoria IL ▪ Elmhurst IL ▪ Hammond IN ▪ Joliet IL ▪ Oglesby IL Rock Falls IL ▪ Rockford IL ▪ Springfield IL ▪ Urbana IL ▪ Wauconda IL ▪ West Branch IA ▪ West Burlington IA DIGITAL CONTROL PANEL Instrumentation  LCD display with adjustable contrast and backlight with auto power off  AC metering: Volts 3-phase (L-L & L-N); Amps (per phase & average); Frequency; kW (total & per phase); kVA (total & per phase); kVAr (total & per phase); Power Factor (overall & per phase); kW hours; kVAr hours  DC metering: Battery Volts; Engine hours run; Engine Jacket Water Temperature (in °C or °F); Lube oil pressure (in psi, kPa or bar); Engine speed (rpm); Crank attempt counter; Start counter Protection  Fail to start shutdown, Low oil pressure shutdown, High engine temperature, Approaching high coolant temperature alarm, Approaching low oil pressure alarm, Not in auto mode alarm, Underspeed/Overspeed, Loss of engine speed detection, Low/High battery voltage, Battery charger failure (if fitted), Under volts, over volts, Under frequency, over frequency, Overcurrent Controls  Run key and LED indicator, Auto key and LED indicator, Stop key and LED indicator  Lamp test key, Alarm acknowledge key, Menu navigation keys  Engine and AC metering shortcut keys, All control module keys have tactile feedback  Lock down emergency stop push button. Service interval counter. Remote Annunciator (shipped loose) – Qty 1  Each Annunciator includes sixteen (16) LED’s for annunciation of alarm conditions and system status.  Includes Alarm Horn and Alarm Acknowledge pushbuttons.  Meets NFPA 99/110 requirements for remote annunciation on Emergency Standby Generator Systems.  Label cards are provided next to each set of LED by to indicate various alarms and events.  Designed and Tested to meet stringent Impulse Shock and Operating Vibration requirements GOVERNING SYSTEM  Cat Electronic Isochronous Governor. The engine governor shall be an electronic speed control with actuator. Speed droop shall be 0 (isochronous) from no load to full rated load. Steady state frequency regulation shall be +/- 0.25%. Speed shall be sensed by a magnetic pickup off the engine flywheel ring gear. GENERAL GENERATOR SET NOTES:  UL listed Circuit breaker, unit mounted 150A CB  First fill lubricating oil  First fill coolant, installed FME INSTALLATION  Items included by FME are layout, coordination, lock out tag out, labeling, strut systems, crane to set new generator, 140 gallons of diesel gas, start up, loadbank testing, training, demolition of existing generator set, terminations at existing ATS, terminations at existing SCADA, terminations at 120 volt power source, mounting / wiring of generator, breakers for battery charger / block heater if needed, mandrelling of conduits, electrical concrete ductbanks, generator grounding, removal of existing concrete pad, excavation and new concrete pad. ____________________________________________________________________________________ 2550 6th St. SW ▪ Cedar Rapids, IA 52404-3504 ▪ Phone: 319/365-6500 ▪ Fax: 319/365-5493 Ref #: AF25#31461716 Page 4 of 7 ALTORFER CAT ▪ 23 STORES ▪ IOWA ▪ ILLINOIS ▪ INDIANA ▪ MISSOURI B artonville IL ▪ Bettendorf IA ▪ Cedar Falls IA ▪ Cedar Rapids IA ▪ Champaign IL ▪ Clinton IL Decatur IL ▪ Dix IL ▪ Dubuque IA ▪ Dwight IL ▪ East Peoria IL ▪ Elmhurst IL ▪ Hammond IN ▪ Joliet IL ▪ Oglesby IL Rock Falls IL ▪ Rockford IL ▪ Springfield IL ▪ Urbana IL ▪ Wauconda IL ▪ West Branch IA ▪ West Burlington IA TECHNICAL FIELD SERVICE TO INCLUDE: Note: Field Services do not include initial fuel fill or replenishment, videotaping, sound measurements, or city permits for load testing on site. INSTALLATION AUDIT: A pre-start audit is available when time and circumstances permit, to be performed by Altorfer Power Systems Project Manager prior to dispatching our field service technician to perform the equipment startup; this will insure site work is completed. These services are to be performed during normal business hours, Monday through Friday 7:30 am to 3:30 pm. Additionally, our local project managers are available for consult during the entire life of the project. EQUIPMENT STARTUP: One (1) day of on-site start-up testing are included for only the equipment purchased through Altorfer Power Systems. Time allowed for our factory certified technician is based on accessibility, site preparation and safety concerns for both equipment and personal. This includes systems preparation, equipment start-up and functional operational test utilizing building load only. We will endeavor to meet the requirements of all interested parties as is reasonable, but informing & scheduling of all authorities, inspectors, etc. is the responsibility of the customer; all services included in this quotation are to be performed during normal business hours, Monday through Friday 7:30 am to 3:30 pm. Additional personal required or revisits as dictated by the site, will require a written request for services with a change order by an authorized person and will be billed at prevailing rates. LOAD BANK TESTING On-site load bank test utilizing a resistive load bank. Time allowed for 1 (one) factory certified technician is based on accessibility, site preparation and safety concerns for both equipment and personal. Altorfer Power Systems will provide a portable load bank (sized to the generator rating) and 100 feet of power cable. Cable runs greater than 100 (one hundred) feet will be billed at prevailing rates. These services are to be performed during normal business hours, Monday through Friday 7:30 am to 3:30 pm. Addition personal required or revisits as dictated by the site, will require a written request for services with a change order by an authorized person and will be billed at prevailing rates. TRAINING: The appropriate Altorfer personnel are available to provide a basic/up to one (1) hour training on site on the same trip during the unit has been started up. If more time is required, or additional sessions are required, arrangements can be negotiated. WARRANTY: Caterpillar 2-year warranty applies unless extended service coverage is purchased. Standard manufacturer’s warranty applies to all non-Caterpillar equipment. Altorfer will administer all warranty claims during the appropriate warranty period. All other manufacturers warranty is for components only. Labor associated with these claims will be charged accordingly. Copy of warranty statements will be provided at project submittal. CUSTOMER VALUE AGREEMENT OFFER: Caterpillar equipment is designed and built to provide maximum productivity and operating economy throughout its operating life. Customer Value Agreements (CVA) are high-efficiency tools for managing your Caterpillar equipment to maintain that built-in value and achieve high reliability. CVA’s provide access to trained CAT experts with exceptional knowledge about your CAT equipment. Building the right CVA always begins with a careful assessment of your needs and ends with an agreement that provides ____________________________________________________________________________________ 2550 6th St. SW ▪ Cedar Rapids, IA 52404-3504 ▪ Phone: 319/365-6500 ▪ Fax: 319/365-5493 Ref #: AF25#31461716 Page 5 of 7 ALTORFER CAT ▪ 23 STORES ▪ IOWA ▪ ILLINOIS ▪ INDIANA ▪ MISSOURI B artonville IL ▪ Bettendorf IA ▪ Cedar Falls IA ▪ Cedar Rapids IA ▪ Champaign IL ▪ Clinton IL Decatur IL ▪ Dix IL ▪ Dubuque IA ▪ Dwight IL ▪ East Peoria IL ▪ Elmhurst IL ▪ Hammond IN ▪ Joliet IL ▪ Oglesby IL Rock Falls IL ▪ Rockford IL ▪ Springfield IL ▪ Urbana IL ▪ Wauconda IL ▪ West Branch IA ▪ West Burlington IA you with the lowest possible operating cost. The best time to do this is at the beginning of the equipment’s service life considered directly after startup and commissioning testing. Altorfer CAT will assess your equipment in its final installed configuration and work with you to create a CVA that best suits your needs at that time. A review of risk mitigation tools, such as extended warranty, training, inspections, load bank testing, fuel/oil/coolant fluids analysis, and remote asset monitoring is also included in this assessment. AVAILABILITY: Determined after approved release. Equipment submittal time is to be negotiated. FINANCIAL TERMS: Net cash 30 days upon receipt of invoice, with credit approval. Equipment will be invoiced at the contracted amount when ready for shipment. Retainers are not allowed unless previously negotiated and are identified in this proposal. Late charges of 1-1/2% per month will be assessed for late payments and customer will also be responsible for any collection costs and expenses, including reasonable attorney’s fees. Equipment storage fees may apply when delivery is not accepted when ready for shipment. Sales tax is NOT included in the purchase price and will be charged at the current tax rate, if applicable. ADDITIONAL TERMS AND CONDITIONS: The scope of supply for this quotation is limited to the equipment and services listed in this proposal. The bill of material herein does not include demolition, removal, terminations, installation, labor, fuel, fuel piping, air ducting, exhaust silencer installation, exhaust piping or electrical wiring between loose items such as engine, control gear, transfer switches, day tanks, battery charger, etc. Coordination studies & relay settings & relay testing services are not included. Permitting not included. The customer is responsible for any and all installation of the above Equipment unless specifically modified by this proposal. All equipment needed to perform any loading or unloading of the Equipment supplied by Altorfer Power Systems is the responsibility of the customer unless specifically modified by this proposal. Unless specifically listed in our bill of material, equipment not indicated is to be supplied by others. We reserve the right to correct any errors or omissions. Customer’s signature on this quotation or the issuance of a purchase order or other acknowledgement by customer for the Equipment shall constitute acceptance of this quotation subject only to the terms and conditions set forth herein notwithstanding any terms and conditions contained in any such purchase order or other acknowledgment or communication from the customer which are different from or in addition to the terms and conditions of this quotation. This quotation is subject to any applicable manufacturer’s general terms and conditions of sale. Changes to the terms of this quotation may only be made by the express written agreement of Altorfer Power Systems. Altorfer Power Systems shall not be responsible for any consequential, special, indirect or liquidated damages hereunder or for any manufacturer or other delays beyond Altorfer’s control. Altorfer Power Systems will not be responsible for any labor or material charges by others associated with the start-up and installation of this equipment unless previously agreed upon, in writing by Altorfer Power Systems. This quotation expires in 30 calendar days or sooner with notice and is subject to prior sale. The prices stated herein are subject to any manufacturer increases if the order is not released for manufacture within 90 calendar days from order date or, if drawings for approval are required, the drawings are not returned and released for manufacture within 30 calendar days of mailing date. For any completed order, scheduled for shipment, that is held, delayed or rescheduled at the request of the Buyer, Seller may, at its sole option, ship to storage, invoice, and transfer title, all at the sole cost and risk of loss of the Buyer. Buyer may terminate or cancel an order by written notice and upon payment of appropriate charges based upon a percentage of the quoted sales price at the stage of completion: 10% hold for approval status and 100% after release for manufacture status. ____________________________________________________________________________________ 2550 6th St. SW ▪ Cedar Rapids, IA 52404-3504 ▪ Phone: 319/365-6500 ▪ Fax: 319/365-5493 Ref #: AF25#31461716 Page 6 of 7 ALTORFER CAT ▪ 23 STORES ▪ IOWA ▪ ILLINOIS ▪ INDIANA ▪ MISSOURI B artonville IL ▪ Bettendorf IA ▪ Cedar Falls IA ▪ Cedar Rapids IA ▪ Champaign IL ▪ Clinton IL Decatur IL ▪ Dix IL ▪ Dubuque IA ▪ Dwight IL ▪ East Peoria IL ▪ Elmhurst IL ▪ Hammond IN ▪ Joliet IL ▪ Oglesby IL Rock Falls IL ▪ Rockford IL ▪ Springfield IL ▪ Urbana IL ▪ Wauconda IL ▪ West Branch IA ▪ West Burlington IA EXCEPTIONS & CLARIFICATIONS: Quotation is based on customer site visit only. Generator was sized based on existing unit and no load calculations were done. If actual job site conditions/local codes require a change in BOM, all such changes will be quoted and billed accordingly. •Fuel provided by FME •Installation provided by FME   ACCEPTANCE: ALTORFER POWER SYSTEMS _______________________________ ____________________________ (Customer Signature) Austin (AJ) Foster Phone: 630-450-3139 DATE: ________________________ Email: austin.foster@altorfer.com Sales, Electric Power Generation Should you have any questions or comments on this matter, please do not hesitate to contact us. Total price for these product and services: CATERPILLAR ITEMS PER SOURCEWELL CONTRACT #120617-CAT One (1) new Caterpillar model D40 diesel engine generator set rated at 40kW standby, 240 volt, 3-Phase, 60 Hz, 1800 RPM, sound attenuated enclosure, 24-hour fuel tank base, equipped per attached bill of materials. Two-year standard warranty, testing, startup, and training included. SOURCED GOODS ITEMS PER SOURCEWELL CONTRACT #120617-CAT •Installation of the generator per attached BOM provided by FME •Time for Altorfer factory technician on site for startup •Time for Altorfer Project Management on site for site audit •Time for Altorfer factory technician on site for equipment testing, •Time for Altorfer factory technician on site for end user and owner training •Delivery coordination and freight to jobsite CATERPILLAR ITEMS PER SOURCEWELL CONTRACT #120617-CAT: $41,637.00 SOURCEWELL MEMBER DISCOUNT (31%): ($12,907.47) SOURCED GOODS ITEMS PER SOURCEWELL CONTRACT #120617-CAT: $44,733.92 TOTAL PRICE: $73,463.45 2025 Supply Chain Volatility Note - Altorfer Power Systems continuously strives to reduce costs and optimize productivity whenever possible. Unfortunately, the current volatility of the supply chain has necessitated a price review process that will take place at the time we receive a “release for production” for this project. We will review the cost basis that was used at the time of quotation and if we find our inputs have increased, we will issue a revised proposal before accepting your “release for production". ____________________________________________________________________________________ 2550 6th St. SW ▪ Cedar Rapids, IA 52404-3504 ▪ Phone: 319/365-6500 ▪ Fax: 319/365-5493 Ref #: AF25#31461716 Page 7 of 7 ALTORFER CAT ▪ 23 STORES ▪ IOWA ▪ ILLINOIS ▪ INDIANA ▪ MISSOURI B artonville IL ▪ Bettendorf IA ▪ Cedar Falls IA ▪ Cedar Rapids IA ▪ Champaign IL ▪ Clinton IL Decatur IL ▪ Dix IL ▪ Dubuque IA ▪ Dwight IL ▪ East Peoria IL ▪ Elmhurst IL ▪ Hammond IN ▪ Joliet IL ▪ Oglesby IL Rock Falls IL ▪ Rockford IL ▪ Springfield IL ▪ Urbana IL ▪ Wauconda IL ▪ West Branch IA ▪ West Burlington IA This information is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential and exempt from disclosure under applicable law. No waiver of applicable privilege and/or protection against disclosure is intended. If you are not the intended recipient, you are hereby notified that any use of, dissemination, distribution or copy of this communication is strictly prohibited. If you receive this communication in error, please notify us immediately by telephone so that we can arrange return of the original message to us at no cost to you. 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #16 Tracking Number PW 2025-60 Weight Restrictions on Neighborhood Roads in Cannonball Estates and Kylyn’s Ridge Public Works Committee – May 20, 2025 Majority Approval Proposed weight restrictions on certain streets in Kylyns Ridge and Cannonball Estates subdivisions Eric Dhuse Public Works Name Department Summary Proposed weight limit signs in the Cannonball Estates and Kylyns Ridge subdivisions to direct heavy truck traffic to the appropriate streets. Background With the proximity to Kendall Marketplace, the proposed data centers, and Bright Farms, we have seen an increase in heavy truck traffic on our residential streets in the Cannonball Estates and Kylyn’s Ridge subdivisions. These roads are not made to handle the constant use by heavy trucks, but we do have nearby roads that are made for this kind of traffic. Creating and enforcing weight limits on certain roads will hopefully direct these heavy trucks to use Cannonball to Alice to Faxon instead of the neighborhood streets. To do this, staff is proposing to place weight limit of 8 tons on the following residential streets: 1. Blackberry Shore Lane from the intersection of Northland Lane to the westerly dead end. 2. The entirety of Northland Lane 3. The entirety of High Ridge Lane 4. The entirety of Norton Lane. I have attached a map for your review and reference. This weight limit will not affect the ability to deliver goods withing the subdivisions, pick up garbage, or perform snow removal operations. Recommendation Staff recommends the creation of an 8-ton weight limit on Blackberry Shore Lane, Northland Lane, High Ridge Lane, and Norton Lane as described above. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: May 15, 2025 Subject: Weight Restrictions on Neighborhood Roads Faxon Road Gillespie Lane Faxon Road Blackberry Shore Lane HighRidgeLaneWestern Lane H o n e y s u c k l e L a n eAlanDaleLane CatalpaTrailFaxonRoad RedbudDrive AlanDaleLaneStrawberryLane Alice Avenue Sumac D r i v e Northl an d L a n e F a x o n R o a d Western Lane CannonballTrailCannonballTrailKendall County GIS Parcel Viewer Export OpenStreetMap, Nearmap 5/15/2025, 2:41:06 PM 0 0.1 0.20.05 mi 0 0.15 0.30.07 km 1:9,588 Kendall County GIS 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Old Business #1 Tracking Number PW 2025-18 Northland Lane Parking Restrictions – Discussion Public Works Committee – May 20, 2025 None Informational Please see the attached memo. Brad Sanderson Engineering Name Department As requested, we investigated the feasibility of off-street parking facilities on the west side of Northland Lane adjacent to Cannonball Ridge Park. Off-street parking is being considered to accommodate the shift of the No Parking Zone from the west side of Northland Lane to the east side with the anticipated development of Heartland Meadows West. The United City of Yorkville’s Unified Development Ordinance, the Illinois Accessibility Code, the Americans with Disability Act (ADA), and the Illinois Department of Transportation’s (IDOT) Bureau of Local Roads and Streets (BLRS) Manual were utilized in the conceptual design. The design is summarized in the table below, in the schematic on the next page, and in the attached Exhibit. Category Value Parking Angle 45 Degrees Number of Stalls 40 Standard Accessible Parking Spaces 2 (1 Van-Accessible) Stall Depth 19 Feet Stall Width 9 Feet Buffer from Traffic (B) 6 Feet Pavement Design 3-Inch Hot-Mix Asphalt, N50 10-Inch Aggregate Subgrade Improvement Sidewalk Design 5-Inch, Portland Cement Concrete 4-Inch, Subbase Granular Material, Type B Curb and Gutter B-6.12 Curb and Gutter Removal and Replacement 2-Inch, Class D Patch, Type IV Estimated Cost $340,000 Angled parking stalls were selected over perpendicular stalls as more vehicles would be accommodated, visibility while reversing would be greater, and traffic along Northland Lane would be less impacted. The field’s outfield fence prevents deeper parking to accommodate a better buffer to lanes of traffic when exiting. Depending on the age and ability of the field’s users, protection from foul balls in right field may be necessary. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk James Jensen, Chief of Police Date: April 8, 2025 Subject: Northland Lane Off-Street Parking If you have any questions or need additional information, please let us know. © Engineering Enterprises, Inc. 1 1 NORTHLAND LANE OFF-STREET PARKINGBLACKBERRY SHORE LANENORTHLAND LANEWESTERN LANE LEGEND P THIS SIDE OF STREET FUT U R E H E A R T L A N D M E A D O W S W E S T DE V E L O P M E N T $250 FINE RESERVED PARKING RESERVED PARKING VAN ACCESSIBLE $250 FINE UNITED CITY OF YORKVILLE CONCEPTUAL PLAN PRELIMINARY COST ESTIMATE JOB NO: DESIGNED: DATE: PROJECT TITLE: ITEM UNIT NO.UNIT QUANTITY PRICE AMOUNT 1 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQ YD 2000 3.00$ 6,000.00$ 2 CU YD 1050 40.00$ 42,000.00$ 3 CU YD 110 10.00$ 1,100.00$ 4 SQ YD 420 15.00$ 6,300.00$ 5 AGGREGATE BASE COURSE, TYPE A 10"SQ YD 2000 22.00$ 44,000.00$ 6 SQ FT 3750 2.00$ 7,500.00$ 7 BITUMINOUS MATERIALS (TACK COAT)POUND 450 0.10$ 45.00$ 8 BITUMINOUS MATERIALS (PRIME COAT)POUND 4500 0.10$ 450.00$ 9 CLASS D PATCH, TYPE IV, 2"SQ YD 335 35.00$ 11,725.00$ 10 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 - "3 TON 335 100.00$ 33,500.00$ 11 PORTLAND CEMENT CONCRETE SIDEWALK, 5"SQ FT 3750 15.00$ 56,250.00$ 12 DETECTABLE WARNINGS SQ FT 20 40.00$ 800.00$ 13 COMBINATION CONCRETE CURB AND GUTTER, TYPE B-6.12 FOOT 800 40.00$ 32,000.00$ 14 COMBINATION CURB AND GUTTER REMOVAL AND REPLACEMENT FOOT 750 50.00$ 37,500.00$ 15 NEW FRAMES AND GRATES EACH 3 750.00$ 2,250.00$ 16 MANHOLES TO BE ADJUSTED EACH 4 1,000.00$ 4,000.00$ 17 INLETS TO BE ADJUSTED EACH 3 500.00$ 1,500.00$ 18 THERMOPLASTIC PAVEMENT MARKINGS - LETTERS & SYMBOLS SQ FT 10 6.00$ 60.00$ 19 THERMOPLASTIC PAVEMENT MARKINGS - LINE 4"FOOT 1500 2.00$ 3,000.00$ 20 THERMOPLASTIC PAVEMENT MARKINGS - LINE 24"FOOT 16 20.00$ 320.00$ 21 REMOVE AND RELOCATE SIGN PANEL AND POLE ASSEMBLY EACH 3 500.00$ 1,500.00$ 22 TELESCOPING STEEL SIGN SUPPORT WITH NEW SIGN EACH 2 500.00$ 1,000.00$ 23 ACRE 0.25 5,000.00$ 1,250.00$ 24 EACH 9 800.00$ 7,200.00$ 25 TRAFFIC CONTROL AND PROTECTION, (SPECIAL)L SUM 1 5,000.00$ 5,000.00$ 26 EACH 10 250.00$ 2,500.00$ SUBTOTAL 308,750.00$ CONTINGENCY (10%)30,875.00$ TOTAL CONSTRUCTION ENGINEERING COST ESTIMATE W/ CONTINGENCY 339,625.00$ 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com TREE REMOVAL AND PLANTING SUBBASE GRANULAR MATERIAL, TYPE B, 4" PAVEMENT MARKINGS & SIGNAGE MISCELLANEOUS SEEDING, CLASS 2A EARTH EXCAVATION, 15" TOPSOIL FURNISH AND PLACE, 4" REMOVALS PAVING CONCRETE SIDEWALK REMOVAL INLET FILTERS STRUCTURES & ADJUSTMENTS YO2500-C GAB APRIL 2025 NORTHLAND LANE OFF-STREET PARKING ITEM BASE IMPROVEMENTS & EARTHWORK G:\Public\Yorkville\2025\YO2500-C General\Northland Lane Parking\Parking Lot\Preliminary Cost Estimate As requested, we investigated the possible adjustment of parking restrictions on Northland Lane adjacent to Cannonball Ridge Park from the west side of the street to the east side of the street. According to the Illinois Department of Transportation’s (IDOT) Bureau of Local Roads and Streets (BLRS) Manual, parking restrictions are established by the Illinois Vehicle Code (625 ILCS 5/11-1303). Parking is prohibited in the following locations: • in front of a public or private driveway; • within an intersection; • on the curb immediately opposite the ends of a safety zone, unless a different length is indicated by signs or markings; • within 15 ft (4.6 m) of a fire hydrant; • within 20 ft (6.1 m) of any crosswalk; • within 30 ft (9.1 m) on the approach leg to any intersection with a flashing signal, stop sign, yield sign, or traffic control signal located at the side of the roadway; • within 20 ft (6.1 m) of the driveway entrance to any fire station and on the side of a street opposite the entrance to any fire station within 75 ft (22.9 m) of this type of entrance (when properly signed); • within 50 ft (15.2 m) of the nearest rail of a highway/railroad crossing on bridges or within a highway tunnel; and • in areas designated by local traffic and enforcement regulations (e.g., near school zones, loading zones, bus stops). See local ordinances for additional information on parking restrictions. • between a safety zone and adjacent curb or within 30 ft (9.1 m) of points According to Chapter 28 of IDOT’s BLRS Manual, the available sight distance for vertical curves, horizontal curves, and intersections should all be considered in setting parking restrictions. The existing parking restrictions on the west side of Northland Lane from Black berry Shore Lane to Western Lane were implemented in 2014 (Ord. 2014-39, 8-26-2014). These restrictions, which are displayed in Exhibit 1, include several No Parking Signs bearing the text “THIS SIDE OF STREET.” The signs are located between the curb and sidewalk facing southbound Northland Lane traffic. Several fire hydrants located on the west side would restrict parking if not already restricted by City Ordinance. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk James Jensen, Chief of Police Date: March 11, 2025 Subject: Northland Lane Parking Restrictions Packet materials from 3/18/25 PW meeting to follow The existing parking restrictions on the east side of Northland Lane from Western Lane to Blackberry Shore Lane include six residential driveways, the unmarked crosswalk at Western Lane, and the unmarked crosswalk at Blackberry Shore Lane. The amount of usable parking on the east side of Northland Lane currently totals approximately 720 feet. This can accommodate roughly 30 passenger vehicles, assuming a 20-foot vehicle length and a 4-foot spacing between vehicles per the BLRS Manual. Keeping the no parking zone on the west side of Northland Lane and introducing the development of Heartland Meadows West is displayed in Exhibit 2. The proposed development creates new parking restrictions on the east side of Northland Lane that include three additional residential driveways and sight restrictions at the new T-intersection. Sight triangles for westbound vehicles exiting the Heartland Meadows West development would impact the amount of usable parking for vehicles northbound on Northland Lane. The amount of usable parking space from Western Lane to Blackberry Shore Lane would decrease to approximately 168 feet. This would accommodate roughly 7 passenger vehicles, assuming a 20-foot vehicle length and a 4-foot spacing between vehicles per the BLRS Manual. The proposed Heartland Meadows West development and the adjustment of the no parking zone from the west side to the east side of Northland Lane is shown in Exhibit 3. Sight triangles for eastbound vehicles turning onto Northland Lane from Western Lane would impact the amount of usable parking for vehicles southbound on Northland Lane. Horizontal sight distance for vehicles travelling southbound around the curve on Northland Lane would also decrease the amount of usable parking on the west side. Considering these changes, the amount of usable parking on the west side of Northland Lane would total approximately 480 feet. This would accommodate roughly 20 passenger vehicles, assuming a 20-foot vehicle length and a 4-foot spacing between vehicles per the BLRS Manual. The analysis is summarized in the table below: Existing No Parking Conditions Existing No Parking Conditions with Heartland Meadows West Development Proposed No Parking Conditions with Heartland Meadows West Development Usable Parking Length 720 Feet 168 Feet 480 Feet Usable Parking Spots (24’ Space) 30 Passenger Vehicles 7 Passenger Vehicles 20 Passenger Vehicles No Parking Exhibits © Engineering Enterprises, Inc. 1 3 EXHIBIT 1 EXISTING NO PARKING CONDITIONS NORTHLAND LANE PARKING RESTRICTIONS UNITED CITY OF YORKVILLE CANNONBALL TRAILBLACKBERRY SHORE LANENORTHLAND LANEWESTE R N L A N E P THIS SIDE OF STREET LEGEND © Engineering Enterprises, Inc. 2 3 EXHIBIT 2 - EXISTING NO PARKING CONDITIONS WITH HEARTLAND MEADOWS WEST DEVELOPMENT NORTHLAND LANE PARKING RESTRICTIONS UNITED CITY OF YORKVILLE CANNONBALL TRAILBLACKBERRY SHORE LANENORTHLAND LANEWESTER N L A N E LEGEND P THIS SIDE OF STREET © Engineering Enterprises, Inc. 3 3 EXHIBIT 3 - PROPOSED NO PARKING CONDITIONS WITH HEARTLAND MEADOWS WEST DEVELOPMENT NORTHLAND LANE PARKING RESTRICTIONS UNITED CITY OF YORKVILLE CANNONBALL TRAILBLACKBERRY SHORE LANENORTHLAND LANEWESTER N L A N E LEGEND P THIS SIDE OF STREET 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 Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Old Business #2 Tracking Number PW 2025-33 Pavement Management Program Update Public Works Committee – May 20, 2025 Majority Approval of 5-Year Plan Consideration of Draft 5-Year Plan Brad Sanderson Engineering Name Department Background The City got their streets tested by Infrastructure Management Systems (IMS) in the summer/fall of 2024. 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. Staff presented the initial results of the testing as well as funding scenarios at the March 18th Committee meeting. At that meeting it was determined to move forward with an annual budget of $3.5M/year for pavement maintenance. Discussion Attached to this memo is a draft 5-year plan based on the funding level discussed above. Years 1 & 2 incorporates the remaining subdivision paving as originally outlined in the 2023 Pavement Management Update. The plan incorporates the City’s 5-year Water Main replacement program as well. Staff also identified two potential STP grant projects to submit for the upcoming call for projects through the Kane/Kendall Council of Mayors (KKCOM) in the fall of 2025. Those projects are Game Farm Road/W. Somonauk Street from IL Route 47 to US Route 34 and Cannonball Trail from Blackberry Shore Lane to Amanda Lane. Action Requested: General concurrence from City Council on the proposed 5-year plan. The plan will be reviewed annually to adjust as conditions dictate. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Behland, City Clerk Rob Fredrickson, Finance Director Date: May 13, 2025 Subject: Pavement Management Update – Draft 5-Year Plan Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekFox River Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekFox River Mid d l e A u x S a b l e C r e e k Rob Roy CreekBlackberry C r eek Blackberry Cr e e k Fox RiverBlackberry C r e e k Bl a c k b e r r y C r e e k Fox RiverBig Rock CreekBlackberry CreekMorga n Creek Middle Aux Sable Creek Fox Riv e r Fox RiverFOX GALE N A AMENT RIVER ROUTE 71ROUTE 30 ROUTE 34MILL CORNEILS MINKLERKENNEDYCANNONBALLBRIDGE ASHLEYROUTE 12 6 LEGION ROUTE 47VAN EMMON MCHUGHORCHARDMAIN BASELINE HIGHPOINTDICKSONSPRING ELDAMAINBLOCKTUMAVETERANS FIELDS IMMANUELGORDONFAXON POPLARPAVILL ION STATIONSUND O W NASHEGRANDE B R I S T O L R I D G E TUSCANY JOHNBEECHER COUNTRY STAGECO A C H 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MEAD O WL A R K DENISE SANTA MONI C A ALDER SAVANNAINDIAN CLIFFSMULHERN CONEFLOWERMEADOWVIEW NEOLA B L U E J A Y JEREMY SILVER CIT Y LAUREL C T A GLEN NELSONGOULD POWERSRI V E R O A K S NOR T O N F A RM S T EA D OWEN D A V I D PATRIOTBLACK B E R R Y R O Y A L DRAY TON WATERMA N REGAL O A K GLORIA CONSE R V A TI O NPHELPS POSSUM ALEXANDRASHOEGERWINTERTHURAPPLETREE DUNBARHALEY BIG ROCKNICKERSON COBALTALLEGIANCECANDLEBERRYMADDENQUANTOCKWELLSST A N N E S JUNIPERCORNELL BUCKTHO R N SA N D I E G O CHESHIR E SUNFLOWER MONTROSE HERITAG E TYLER CREEKJEFFERSONSHARON WILTONREBECCA DRIVEWAY MAINDRIVEWAY DRIVEWAYPRIVATE DRIVE PRIVATE DRIVEDRIVEWAYROUTE 47PARK DRIVEWAYDRIVEWAYDRIVEWAY PRIVATE DRIVEDRI V E W A YCOLE PRIVA T E D R I V E DRIVEWAY PRIVATE DRIVE PRIVATE DRIVEBRIDGEPRIVATE DRIVE P R I V A T E D R I V EWESTDRIVEWAY DRIVEWAY PRIVATE D RI V EPRIVATE DRIVEDRIVEWAY DRIVEWAY DRIVEWAYDRIVEWAYANDREWPRIVATE DRIVEP R I V A T E D R I V E VETERANS PRIVATE DRIVE DRIVE W A YDRIVEWAYDRIVEWAYDRIVEWAY HARTFIELDDRIVEWAY DRIVEWAY DICKSON PRIVATE DRIVE ELDAMAINMO R G A N BEECHER PRIVATE D RI VE DRIVEWAY HYDRAU L I C BUDD PARKDRIVEWAYDRIVEWAYDRIVE W A Y TIMBERDRIVEWAYDRIVEWAYDRIVEWAYDRIVEWAYTROON DRIVEWAY PRIVATE DRIVEPRIVATE DRIVEFAXON ROUTE 47DRIVEWAYDRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DIVISIONCANYONDRIVEWAY RIDGE P R I V A T E D R I V E PRIVATE DRIVEBEECHERPRIVATE DRIVEPR I VA T E DR IVEPRIVATE DRIVESTAGECO A C H WALNUTPRIVAT E D R I V E DEERDRIVEWAYBRIDGEBUDD DRIVEWAYP R I V A T E D R I V E PRIVATE DRIVEDRIVEWAYDRIVEWAY MAPLE RIVERS IDE PRIVATE DRIVE DRIVE W A Y PRIVATE DRI V E DRIVEWAYPRIVATE DRIVE DRIVEWAY ROUTE 71 DRIVEWAYMILLSCHMIDTDRIVEWAY PRIVATE DRIVEPRIVATE DRIVE RO U T E 1 2 6 PRIVATE DRIVE DRIVEWAY P R I V A T E D R I V E DRIVEWAY PRIVA T E D R I V E DRIVEWAYPR I VA T E DR I V E LEWIS SUNSETBEECHER HYDRAULIC DRIVE W A Y ASHLEYDRIVEWAY PRIVATE DRIVE PRIVATE DRIVE DRIV E W A Y PRIVATE DRIVEMAINROUTE 47 MAPLE DRIVEWAYLISBONDRIVEWAYPRIVATE DRIVEDRIVEWAYPRI V A T E D R I V E PRIVATE DRIVEDRIVEWAY DRIVEWAY DE E R PO IN T PRIV A T E D R I V E PRIVATE DRIVE DRIVEWAYDRIVEWAY FOX DRIVEWAYPRIVATE DRIVE DRIVEWAY PRIVATE DRI V E RIVERSI D E PINEWILLOWDRIVEWAY DRIVEWAYCENTER WASHIN G T O N CONCORDROUTE 34 DRIVEWAYPRIVATE DRIVEDRIVEWAYPRIVATE DRIVEDRIVEWAYPARKROUTE 34 PRI V A T E D R I V E PRIV A T E D R I V EPRIVATE DR IVE PRIVATE DR IVE BERTRAM DRIVEWAYFOX DRIVEWAYSOMONAUK P R I V A T E D R I V E STATEPRIVATE DRIVEPRIVATE DRIVEPRIVATE DRIV EDRIVEWAY PRIVATE DRIV EDRIVEWAYBRIDGECALEDONIAWESTDRIVEWAYDOLPH DRIVEWAY P R I V A T E D R I V EPRIVATE DRIVEPRIVATE DRIVE B R I D G E DRIVEWAYPRI V A T E D R I V E STAGECOA C H ROUTE 71KATEJOHNDRIVEWAYDRIVEWAY PRI V A T E D R I V E DRIVEWAY CRIMSONPRIVATE DR I V E PRAIRIE CROSSINGCURRENT PAVEMENT RANK DATE: PROJECT NO.: FILE: BY: MARCH 2025 YO2413 MJT PAVEMENT MANAGEMENT SYSTEM UPDATE 2025 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\2024\YO2413 United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 N O R T H ° YO2413_PCI Overall Current Pavement Index (PCI) 0-25 VERY POOR 26- 49 POOR 50-64 FAIR 65-79 GOOD 80-89 VERY GOOD 90-100 EXCELLENT Gravel Road H o l l e n b a c k C r e e k Hol lenback Creek WALKER ROUTE 71MILLBROOKSLEEPY HOLLOWHOLLENBACKHELMARPRIVATE DRIVE WALKER PRIVATE DRIV E PRIVATE D R I V E PRIVATE D RI V E PRIVATE DRIVEPRIVATE DRIVE Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekFox River Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekFox River Mid d l e A u x S a b l e C r e e k Rob Roy CreekBlackberry C r eek Blackberry Cr e e k Fox RiverBlackberry C r e e k Bl a c k b e r r y C r e e k Fox RiverBig Rock CreekBlackberry CreekMorgan Creek Middle Aux Sable Creek Fox Riv e r Fox RiverFOX GALE N A AMENT RIVER ROUTE 71ROUTE 30 ROUTE 34 MILL CORNEILS MINKLERKENNEDYCANNONBALLBRIDGE ASHLEYROUTE 12 6 LEGION ROUTE 47VAN EMMON MCHUGHORCHARDMAIN BASELINE HIGHPOINTDICKSONSPRING ELDAMAINBLOCKTUMAVETERANS FIELDS IMMANUELGORDONFAXON POPLARPAVILL ION STATIONSUNDO W NASHEGRANDE B R I S T O L R I D G E TUSCANY JOHNBEECHER COUNTRY STAGEC O A C H RES E R V A T I O N GATES FOLI E M E R A L D ERICA PENMANE X I T PARK ADAM FAIRFAXCENTERHILLT O P ALICE AUDREYRICKARDCOUNTRYSIDEKRISTEN TROON EDWARDBRISTOL BAY SCH O O L H O U S E OMAHAWRENMCLELLANSIMONSTATEALAN DA LE PARKSIDETERIMORGANORANGE SOMONAUKGAME FARMPRESCOTTKATE KLATT LISBONFOSTER OAK KEN D A L L DEERHAYDENBERRYWOOD WI N D E T T R I D G E ALDENTIMBER OAKBERTRAM ELM KINGSUMACBOOMBAHFREEMONTCONCORDMAYFIELDOAK CREE K HAMPT O N HOFFMAN MAPLEHEA R T L A N D BIG BEND L I L L I A NROSENWINKEL CRIMSONA U T U M N C R E E K LAKEWOOD CREEKSCHAEFER ORCHID LEWIS WALNUT MANCHESTER PECOS ENT R A N C E AVALON PARKWAYHEUSTISFORDPROVIDENCE SU T T O N HIL L S I D E MATLOCKJULIE WACKERLIBERTYRAVINEK I N G M O O R QUINSEYMAYGILLESPIE WASHINGTON JETERCOACHWING RAINTREE HARTFIELDRYANISABELRIVA RIDGEWINDING CREEK BARBERRYFAI R F I E L D WESTERN KELLY C O U N T R Y H I L L S JACKSON L I L A C PATTERSON CORALRONHILLPATRONFAIRHAVEN BEAVER RILE Y OLD GLORY MARKETVIEWCOLTONMILLER MADISON CREEKHIGHVI E W JUSTICEBLACKBERRY SHOR E ST A C YREBECCA OSBRONGRAPE VINESECRETARIAT C A R L Y FOXTAI LSUNSET KINGS MIL LBRISTOL JASONTAMPAELDENWHITE ROSEDOBBINS CALIE N D O PRAIRIE CROSSING HOMES T E A D BRUELLNAWAKWAPINERIDG ECHADROBERT PLUMLAURENMADELINEBAILEYBLUESTEM ADRIANWALSH CHURCHROODGRACEGREENBRIAR VENETIAN WESTSAVOY TIMBERCREEKWATERPARK MCMURTRIEHUNT ID E N T A JACOB HIGH RIDGEMARGARET SEELEYNORTHLANDDEERPOINTLAKE SIDE HOLLY E M I L Y PENNMANEMMATALLGRASS HIGHLAND SYCAMOREDANIELLEPLEASURE MILLBR O O K WHITE OAKTITUSTWINLEAF BRIAN LEISURE COLONIAL REDBUD WHITEKIRKDILLON CRYDERFA R M SHA UNA BASE LINE JENNA SIENNASCHMIDTRICHMOND CARE Y BURRLANDMARKALEXIS THOMASCYPRESS BLAINE THUNDER GULCHPRAIRIECANYON LARKSPURIROQUOISGRIFFENCREEK SIDEHEATHER WESTONMONTER E Y SLATEOAK M O N T O L I V E PURCELL EDYTHE KELLERBEARHANBURYSEARLGEN E VA WINDHAM B E R N A D E T T E BANBURYROY A L O A K S PONDEROSA ANDREWROXBURYWOODVIEW ANNA MARIA ROSE HILLELIZABETH BISCAYN E CLUB H O U S E KENTSHIREWHIRLAWAY CROSSL A V E N D E R LEHMANCHARL ES CROOKED CREEKCLEA R W A T E R TA U S LYNNHEATHERWOODACORNWOLF GARDEN LINDENCONOVER L Y M A N ADAMSARTESIANWILLIAM ILLINI HILLCREST MILLRACEBADGERNORW A Y BIRCHWOODNORTH RUBYASPEN CLAR IDG E GILDARIVER BIRCHMITCHELL J A M E S T O W N GARDINERBOOMERPLYMOUTH ASTERSQUIREWILD INDIGODOEDEE R E C R O S S I N G BONNIELEXINGTONSPOKANE SA G E EVERGREENHUNTERA M E R I C A NSARASOTABISSELHUNTINGTON COMMERCIAL JUANITA ASHFRANCES ARROW H E A D BRADYTANGLEWOOD TRAILSSOUTH GAYLORD LONG GROVETIMBER VIE W ASTOR RIVERWOOD WILLOWKATHLEEN BARRETT DE ER P A T H LEGNER CRANSTONBUDD PENSACOLA TIMBER RIDGEELLSWORTHYELLOWSTONE HEARTHSTONERENA BURNETTRIDGE HE N N I N G CUMMINSGO L D E N RO D MU I R F I E L D YO R K V I L L E GAWNE FISH WARBLERDOGWOOD CHALLYFOXBO R O LOTUS RIDGETREMONTMON T C LA IR CANARYPRAIRIE GRASSFERDINANDWY T H E DIVISIONRI V E R S I D E GOLDFINCHCONSTITUTIONHOBBSPINEWOODMIDNIGHTOAKLAWN CALED O NI A WINDSO R INGEMUN SONREDHORSEDEAMES OLSEN INDEPENDENCETURNER MARKETPLACEGEORGEANNA FREEDOM MILBROOKKENDALL FARMS MONARCHOSR A C O O NCOT TONWOOD PRAIRIE ROSECOLUMBIAMATTHEWASHWORTHT HO R N H I L L CO L ECATALPADOVERGARRITANOCOUNTRYV I E WDIEHL FARMCLOVER WINTERBER R Y HARRISONCEDAR C H R I S T Y BROOKSIDETIMBALIER HONEYSUCKL E WOOD SAGEPRE S T O N HAWK HOLLOWSHETLANDMARTIN GREENFIELD TURNRED T A I L WALTER PINE VILLAGE V IEW BIRCH SUNNY D E L L DAKOTAS AR A V A NO S WILSON OVERHILL LYNCLIFFTIMBERHICKORYMAPLE R IDGE BUCHANANSTRAWBER R Y SIR BARTONCALLANDERCOTSWOLDLAKEVIEW HIGH POINT CIR C L E DOLPH CAMDENPRAIRIE POINTE WOODWORTHGALLANT FOX ANDREA LAKESIDEAUBURNPATRIC IA JENNIFERBEHRENS NADEN HYDRAULIC VIOLETHALF MOONCHERRYHILLSBOROWOODLANDAMANDAKYLAHOOVERSANDERSOVERLOOKBELLFOX HILLGAINS CARDINALPALMERWESTWIND C O D Y JULIUS SWIMMINGSHADOW CREEK FIR MENARD CENTRA L CORNE R S T O N E ETHELHELEN E R I E D E R NORTH R IVER CLAREMONTHATCH BURNING B U S H JOHNSONPIERPONT OBRIENREHBEHNDUNKINSPRUCECOLONY MEAD O WL A R K DENISE SANTA MONI C A ALDER SAVANNAINDIAN CLIFFSMULHERN CONEFLOWERMEADOWVIEW NEOLA B L U E J A Y JEREMY SILVER CIT Y LAUREL C T A GLEN NELSONGOULD POWERSRI V E R O A K S NOR T O N F A RM S T E AD OWEN D A V I D PATRIOTBLACK B E R R Y R O Y A L DRAY TON WATERMA N REGAL O A K GLORIA CONSE R V A TI O NPHELPS POSSUM ALEXANDRASHOEGERWINTERTHUR APPLETREE DUNBARHALEY BIG ROCKNICKERSON COBALTALLEGIANCECANDLEBERRYMADDENQUANTOCKWELLSST A N N E S JUNIPERCORNELL BUCKTHO R N SA N D I E G O CHESHIR E SUNFLOWER MONTROSE HERITAG E TYLER CREEKJEFFERSONSHARON WILTONWASHIN G T O N MAPLE RIDGE WALNUTBRIDGESCH O O L H O U S E BEECHER ROUTE 3 4 HARTFIELDDEERMO R G A N PARK PARKBRIDGEHYDRAU L I CCALEDONIA BRIDGEVETERANS BUDD JOHNRIVERSIDEHYDRAULIC CENTER ROUTE 47CANYONBEECHER MAPLE MAINROUTE 34 WESTRO U T E 1 2 6 ROUTE 71 TIMBERPRAIRIE CROSSINGSTAGECOA C H LEWIS DE ER PO IN T BUDD OAKSCHMIDT DOLPH MILLREBECCA SUNSETFOX ROUTE 71ROUTE 7 1 B R I D G E ELDAMAINMAINCOLESTAGECOACH SOMONAUK VETERANS KATE BERTRAM FOX TROON LISBONDIVISIONROUTE 47ROUTE 47FAXON PARKCRIMSONCONCORDWILLOWDICKSON BEECHERSTATEASHLEYANDREWPINEDRAFT 5-YEAR PLAN DATE: PROJECT NO.: FILE: BY: SEPTEMBER 2024 YO2413 MJT PAVEMENT MANAGEMENT SYSTEM UPDATE 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\2024\YO2413 United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 N O R T H ° YO2413_Draft Paving 5 Year Plan Water Main Replacement Road Improvements Year 2026 2027 2028 2029 2030 PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COSTBALTRUSOL COURT WEST END KINGSMILL STREETVARIABLE DEPTH MILL, 3" OVERLAY141 875 72 25,000$ BANBURY AVENUE HAZELTINE WAY KINGSMILL STREETVARIABLE DEPTH MILL, 3" OVERLAY1,177 3,905 50 111,300$ BEECHER STREET STATE STREET S. MAIN STREET MILL 2", OVERLAY 2" 336 885 80 16,900$ BELL STREET E. FOX STREET NORTH END MILL 4", OVERLAY 4" 276 950 11 32,300$ BLUEBERRY HILL GOLDFINCH AVENUE HAWK HOLLOW DRIVEVARIABLE DEPTH MILL, OVERLAY 3"470 1,615 73 46,100$ BLUEBIRD LANE HAMPTON LANE PRAIRIE CROSSING DRIVEVARIABLE DEPTH MILL, 3" OVERLAY780 2,550 61 72,700$ CANARY AVENUE BLUEBIRD LANE HAMPTON LANEVARIABLE DEPTH MILL, 3" OVERLAY705 2,097 61 59,800$ CORNERSTONE DRIVE WESTWIND DRIVE GREENBRIAR ROADVARIABLE DEPTH MILL, OVERLAY 3"941 3,120 68 89,000$ DEERPOINT LANE HAMPTON LANE PRAIRIE CROSSING DRIVEVARIABLE DEPTH MILL, 3" OVERLAY923 2,995 53 85,400$ DOLPH STREET ADRIAN STREET S. MAIN STREET MILL 2", OVERLAY 2" 656 1,505 69 33,200$ E. FOX STREET BELL STREET EAST END MILL 4", OVERLAY 4" 1,358 3,918 21 133,300$ E. ORANGE STREET MILL STREET EAST END MILL 4", OVERLAY 4" 555 2,097 46 71,300$ E. WASHINGTON STREET MILL STREET EAST ENDMILL 4", OVERLAY 4",564 1,550 22 52,700$ FLINT CREEK LANE POPLAR DRIVE REDHORSE LANEVARIABLE DEPTH MILL, 3" OVERLAY368 1,265 45 36,100$ GOLDFINCH AVENUE HAWK HOLLOW DRIVE WREN ROADVARIABLE DEPTH MILL, OVERLAY 3"960 3,190 68 91,000$ HAMPTON LANE COUNTRY HILLS DRIVE PRAIRIE CROSSING DRIVEVARIABLE DEPTH MILL, 3" OVERLAY2,762 9,145 62 260,700$ HAWK HOLLOW DRIVE PRAIRIE CROSSING DRIVE GOLDFINCH AVENUEVARIABLE DEPTH MILL, OVERLAY 3"2,773 9,282 71 264,600$ HAZELTINE WAY KINGSMILL STREET RAINTREE ROADVARIABLE DEPTH MILL, 3" OVERLAY1,292 4,365 23 124,500$ 2026 (FY27) STREET REHABILITATION LIST PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COST2026 (FY27) STREET REHABILITATION LISTHEUSTIS STREET E. FOX STREET E. ORANGE STREET MILL 2", OVERLAY 2" 741 2,040 74 44,900$ INGEMUNSON LANE HAMPTON LANE PRAIRIE CROSSING DRIVEVARIABLE DEPTH MILL, 3" OVERLAY923 2,855 62 81,400$ KELLY AVENUE POPLAR DRIVE EAST ENDVARIABLE DEPTH MILL, 3" OVERLAY1,968 6,515 37 185,700$ KINGSMILL COURT NORTH END KINGSMILL STREETVARIABLE DEPTH MILL, 3" OVERLAY193 1,155 42 33,000$ KINGSMILL STREET HAZELTINE WAY RAINTREE ROADVARIABLE DEPTH MILL, 3" OVERLAY2,407 7,710 65 219,800$ MILL STREET IL ROUTE 126 E. FOX STREET MILL 2', OVERLAY 2" 2,220 6,325 73 139,200$ PARKSIDE LANE COUNTRY HILLS DRIVE DEERPOINT LANEVARIABLE DEPTH MILL, 3" OVERLAY1,194 3,965 65 113,100$ POPLAR DRIVE W. FOX STREET STONY CREEK LANEVARIABLE DEPTH MILL, 3" OVERLAY3,408 11,265 40 321,100$ PRAIRIE CROSSING DRIVE COUNTRY HILLS DRIVE IL ROUTE 126VARIABLE DEPTH MILL, 3" OVERLAY3,470 15,645 39 445,900$ RAINTREE ROAD IL ROUTE 71 PARKSIDE LANEVARIABLE DEPTH MILL, 3" OVERLAY2,127 8,190 53 233,500$ REDHORSE LANE KELLY AVE SOUTH ENDVARIABLE DEPTH MILL, 3" OVERLAY1,125 3,695 54 105,400$ STONY CREEK LANE POPLAR DRIVE WINDHAM CIRCLEVARIABLE DEPTH MILL, 3" OVERLAY749 2,485 31 70,900$ TYLER CREEK COURT POPLAR DRIVE NORTH ENDVARIABLE DEPTH MILL, 3" OVERLAY302 1,000 33 28,500$ VILLAGE VIEW DRIVE IL ROUTE 71 KINGSMILL STREETVARIABLE DEPTH MILL, 3" OVERLAY1,228 4,270 68 121,700$ W ORANGE STREET ADRIAN STREET S. MAIN STREET MILL 2", OVERLAY 2" 656 1,615 53 35,600$ W. WASHINGTON STREET MORGAN STREET S. MAIN STREET MILL 2", OVERLAY 2" 921 2,020 69 44,500$ WESTON AVENUE HAZELTINE WAY KINGSMILL STREETVARIABLE DEPTH MILL, 3" OVERLAY1,115 3,690 44 105,200$ WESTWIND DRIVE CORNERSTONE DRIVE CORNERSTONE DRIVEVARIABLE DEPTH MILL, OVERLAY 3"872 2,935 75 83,700$ WINDHAM CIRCLE POPLAR DRIVE POPLAR DRIVEVARIABLE DEPTH MILL, 3" OVERLAY2,361 8,205 28 233,900$ WOOD SAGE AVENUE CORNERSTONE DRIVE GARDEN STREETVARIABLE DEPTH MILL, OVERLAY 3"500 1,800 38 51,300$ PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COST2026 (FY27) STREET REHABILITATION LISTADRIAN STREET W. WASHINGTON STREET BLAIN STREET MILL 2", OVERLAY 2" 1,222 3,835 72 -$ BLACKBERRY LANE CENTER PARKWAY EAST END MILL 2", OVERLAY 2" 419 2,100 63 -$ BLAINE STREET MORGAN STREET STATE STREETVARIABLE DEPTH MILL, 3" OVERLAY593 2,105 44 -$ COUNTRYSIDE PARKWAY W. KENDALL DRIVE CENTER PARKWAY MILL 2", OVERLAY 2" 644 2,140 77 -$ DICKSON COURT E. KENDALL DRIVE WEST END MILL 2", OVERLAY 2" 423 2,080 68 -$ E. RIDGE STREET MILL STREET EAST END MILL 2", OVERLAY 2" 543 1,306 74 -$ ILLINI DRIVE MILL STREET WALTER STREET MILL 4", OVERLAY 4" 827 2,745 19 -$ ILLINI COURT ILLINI DRIVE ILLINI DRIVE MILL 4", OVERLAY 4" 104 345 9 -$ NADEN COURT CENTER PARKWAY EAST END MILL 2", OVERLAY 2" 406 2,100 63 -$ OLSEN STREET MILL STREET EAST END MILL 4", OVERLAY 4" 538 1,910 42 -$ PALMER COURT COUNTRYSIDE PARKWAY NORTH END MILL 2", OVERLAY 2" 473 1,990 79 -$ WALTER STREET MILL STREET ILLINI DRIVE MILL 4", OVERLAY 4" 560 1,925 42 -$ N/A N/A N/A 50,000$ N/A N/A N/A 200,000$ N/A N/A N/A 295,000$ 9.90 177,270 4,849,200$ THESE ROADWAYS HAVE WATER MAIN REPLACEMENT PLANNED IN FY 27THESE ROADWAYS WILL BE SUBMITTED FOR STP GRANT FUNDING DURING THE 2025 CALL FOR PROJECTSG:\Public\Yorkville\2024\YO2413-P Pavement Management Update\Eng\[5 Year Plan (Draft) - FY27 with Roadway Scores.xlsx]2026TOTAL:MISCELLANEOUS CITY WIDE CRACK SEALING MISCELLANEOUS CITY WIDE CONCRETE PATCHINGPAVEMENT REJUVENTATION (2025 RESURFACING & WATER STREETS) PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COSTAUTUMN CREEK BOULEVARD KENNEDY ROAD US ROUTE 34VARIABLE DEPTH MILL, OVERLAY 3"4,257 17,215 59 490,700$ CAROLYN COURT RENA LANE SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"330 1,585 54 46,100$ CHURCH STREET RIVER STREET W. SOMONAUK STREETVARIABLE DEPTH MILL, OVERLAY 3"1,356 4,705 69 121,200$ COBALT DRIVE EMERALD LANE EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"243 835 59 24,300$ CORAL DRIVE AUTUMN CREEK BOULEVARD EMERALD LANEVARIABLE DEPTH MILL, OVERLAY 3"1,408 5,095 37 148,200$ CRIMSON LANE WEST END EMERALD LANEVARIABLE DEPTH MILL, OVERLAY 3"2,417 8,550 53 248,600$ EMERALD LANE KENNEDY ROAD SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"3,595 13,120 38 374,000$ KENNEDY ROAD PRAIRIE MEADOWS DRIVE EMERALD LANEVARIABLE DEPTH MILL, OVERLAY 3"3,910 15,760 68 405,900$ LAVENDER WAY ORCHID STREET AUTUMN CREEK BOULEVARDVARIABLE DEPTH MILL, OVERLAY 3"1,720 5,600 58 162,800$ MADDEN COURT EMERALD LANE EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"251 865 61 25,200$ MIDNIGHT PLACE OLIVE LANE AUTUMN CREEK BOULEVARDVARIABLE DEPTH MILL, OVERLAY 3"790 2,535 73 73,700$ OLIVE LANE PRAIRIE GRASS LANE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"753 2,445 80 71,100$ ORCHID STREET CRIMSON LANE EMERALD LANEVARIABLE DEPTH MILL, OVERLAY 3"2,127 6,830 45 198,600$ PRAIRIE GRASS LANE HAYDEN DRIVE AUTUMN CREEK BOULEVARDVARIABLE DEPTH MILL, OVERLAY 3"1,351 4,400 60 128,000$ RENA LANE ELDAMAIN ROAD EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"595 2,560 67 74,500$ RIVER STREET CITY LIMITS BLACKBERRY CREEK BRIDGEMILL 4", OVERLAY 4"1,545 4,595 25 229,800$ SAGE COURT CRIMSON LANE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"600 1,925 75 56,000$ SIENNA DRIVE AUTUMN CREEK BOULEVARD EMERALD LANEVARIABLE DEPTH MILL, OVERLAY 3"1,021 3,345 50 97,300$ TITUS DRIVE AUTUMN CREEK BOULEVARD AUTUMN CREEK BOULEVARDVARIABLE DEPTH MILL, OVERLAY 3"1,353 4,180 83 121,600$ 2027 (FY28) STREET REHABILITATION LIST PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COST2027 (FY28) STREET REHABILITATION LISTBLAINE STREET MORGAN STREET WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"375 1,750 59 -$ DOLPH STREET MORGAN STREET WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"433 2,020 68 -$ MORGAN STREET W. WASHINGTON STREET BLAINE STREETVARIABLE DEPTH MILL, OVERLAY 3"1,040 3,065 48 -$ W. WASHINGTON STREET WEST END MORGAN STREETVARIABLE DEPTH MILL, OVERLAY 3"560 1,560 34 -$ N/A N/A N/A 50,000$ N/A N/A N/A 200,000$ N/A N/A N/A 226,000$ 6.07 114,540 3,573,600$ THESE ROADWAYS HAVE WATER MAIN REPLACEMENT PLANNED IN FY 28THESE ROADWAYS WILL BE SUBMITTED FOR STP GRANT FUNDING DURING THE 2025 CALL FOR PROJECTSG:\Public\Yorkville\2024\YO2413-P Pavement Management Update\Eng\[5 Year Plan (Draft) - FY27 with Roadway Scores.xlsx]2027MISCELLANEOUS CITY WIDE CRACK SEALING MISCELLANEOUS CITY WIDE CONCRETE PATCHINGPAVEMENT REJUVENTATION (2026 RESURFACING & WATER STREETS)TOTAL: PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COSTASHWORTH LANE FAIRFIELD AVENUE RICHMOND AVENUEVARIABLE DEPTH MILL, OVERLAY 3"920 2,850 56 84,600$ BRAEMORE LANE FAIRFIELD AVENUE RICHMOND AVENUEVARIABLE DEPTH MILL, OVERLAY 3"734 2,435 72 72,300$ CANDELBERRY COURT WEST END CANDLEBERRY LANEMILL 2", OVERLAY 2"293 1,390 83 36,200$ CANDLEBERRY LANE IL ROUTE 71 NORTH ENDMILL 2", OVERLAY 2"1,095 4,400 70 114,500$ CAULFIELD POINT KENTSHIRE DRIVE SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"127 440 71 13,100$ CLAREMONT COURT WEST END WINDETT RIDGE ROADVARIABLE DEPTH MILL, OVERLAY 3"920 3,050 56 90,500$ COACH ROAD WINDETT RIDGE ROAD HARTFIELD AVENUEVARIABLE DEPTH MILL, OVERLAY 3"1,568 5,055 57 149,900$ CROOKED CREEK DRIVE CITY LIMITS SOUTH ENDMILL 2", OVERLAY 2"831 3,185 69 73,000$ DRAYTON COURT NORTH END WINDETT RIDGE ROADVARIABLE DEPTH MILL, OVERLAY 3"351 1,160 45 34,400$ FAIRFAX WAY IL ROUTE 47 RICHMOND AVENUEVARIABLE DEPTH MILL, OVERLAY 3"4,657 15,150 57 449,300$ FAIRFIELD AVENUE PARKSIDE LANE RICHMOND AVENUEVARIABLE DEPTH MILL, OVERLAY 3"2,149 8,100 69 240,200$ FITZHUGH TURN WEST END WINDETT RIDGE ROADVARIABLE DEPTH MILL, OVERLAY 3"163 540 71 16,100$ FOUNTAIN VIEW DRIVE IL ROUTE 47 EAST ENDMILL 2", OVERLAY 2"550 2,370 74 61,700$ IDENTA ROAD IL ROUTE 126 IL ROUTE 71MILL 2", OVERLAY 2"1,136 4,100 50 81,100$ KENTSHIRE DRIVE FAIRFAX WAY WINDETT RIDGE ROADVARIABLE DEPTH MILL, OVERLAY 3"1,595 4,800 57 142,400$ MANCHESTER LANE FAIRFIELD AVNEUE HEARTHSTONE AVENUEVARIABLE DEPTH MILL, OVERLAY 3"1,232 4,150 48 123,100$ MEADOW ROSE LANE CANDLEBERRY LANE EAST ENDMILL 2", OVERLAY 2"303 900 87 23,500$ PARKSIDE LANE RAINTREE ROAD COACH ROADVARIABLE DEPTH MILL, OVERLAY 3"876 4,660 54 138,200$ PHELPS COURT WEST END FAIRFAX WAYVARIABLE DEPTH MILL, OVERLAY 3"245 810 78 24,100$ RICHMOND AVENUE COUNTRY HILLS DRIVE FAIRFIELD AVENUEVARIABLE DEPTH MILL, OVERLAY 3"1,527 5,165 65 153,200$ 2028 (FY29) STREET REHABILITATION LIST PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COST2028 (FY29) STREET REHABILITATION LISTSUTTON STREET WINDETT RIDGE ROAD FAIRFAX WAYVARIABLE DEPTH MILL, OVERLAY 3"2,060 6,570 57 194,900$ TRILLIUM COURT WEST END CROOKED CREEK DRIVEMILL 2", OVERLAY 2"168 955 66 21,900$ WARBLER LANE PARKSIDE LANE COACH ROADVARIABLE DEPTH MILL, OVERLAY 3"1,128 3,870 59 114,800$ WAVERLY CIRCLE SOUTH END SUTTON STREETVARIABLE DEPTH MILL, OVERLAY 3"260 860 66 25,600$ WILTON COURT KENTSHIRE DRIVE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"153 525 54 15,600$ WINDETT RIDGE ROAD IL ROUTE 47 SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"5,146 16,800 48 498,200$ WINTERTHUR GREEN WEST END WINDETT RIDGE ROADVARIABLE DEPTH MILL, OVERLAY 3"428 1,360 61 40,400$ WYTHE PLACE SOUTH END WINDETT RIDGE ROADVARIABLE DEPTH MILL, OVERLAY 3"681 2,260 33 67,100$ N/A N/A N/A 50,000$ N/A N/A N/A 200,000$ N/A N/A N/A 150,000$ 5.93 107,910 3,499,900$ THESE ROADWAYS HAVE WATER MAIN REPLACEMENT PLANNED IN FY 28THESE ROADWAYS WILL BE SUBMITTED FOR STP GRANT FUNDING DURING THE 2025 CALL FOR PROJECTSG:\Public\Yorkville\2024\YO2413-P Pavement Management Update\Eng\[5 Year Plan (Draft) - FY27 with Roadway Scores.xlsx]2028MISCELLANEOUS CITY WIDE CRACK SEALING MISCELLANEOUS CITY WIDE CONCRETE PATCHINGPAVEMENT REJUVENTATION (2027 RESURFACING & WATER STREETS)TOTAL: PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COSTABERDEEN COURT WHITEKIRK LANE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"331 1,100 81 33,300$ ANDERSON COURT W. KENDALL DRIVE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"184 1,215 57 36,800$ BLACKBERRY COURT BLACKBERRY LANE SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"233 1,160 60 35,100$ BLACKBERRY LANE W. KENDALL DRIVE CENTER PARKWAYVARIABLE DEPTH MILL, OVERLAY 3"848 2,860 67 86,500$ CALLANDER TRAIL WHITEKIRK LANE WHITEKIRK LANEVARIABLE DEPTH MILL, OVERLAY 3"1,071 3,555 56 107,600$ CENTER PARKWAY W. KENDALL DRIVE US ROUTE 34MILL3", OVERLAY 3"3,435 16,180 81 489,400$ CONOVER COURT NORTH END SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"544 3,130 53 94,700$ COUNTRYSIDE PARKWAY CENTER PARKWAY IL ROUTE 47MILL 3", OVERLAY 3"1,550 9,990 78 302,200$ DICKSON COURT E. KENDALL DRIVE EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"169 1,140 57 34,500$ DUNBAR COURT WHITEKIRK LANE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"261 865 80 26,200$ E. KENDALL DRIVE CENTER PARKWAY COUNTRYSIDE PARKWAYVARIABLE DEPTH MILL, OVERLAY 3"2,448 8,115 81 245,500$ GLENEAGLES LANE SHETLAND LANE WHITEKIRK LANEVARIABLE DEPTH MILL, OVERLAY 3"422 1,450 69 43,900$ MONTROSE COURT WREN ROAD EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"249 800 78 24,200$ MULHERN COURT E. KENDALL DRIVE EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"552 1,625 77 43,600$ PENNMAN ROAD SOUTH END IL ROUTE 126VARIABLE DEPTH MILL, OVERLAY 3"1,509 6,795 80 205,600$ POWERS COURT W. KENDALL DRIVE EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"311 1,460 63 44,200$ PRESTWICK LANE PENNMAN ROAD WHITEKIRK LANEVARIABLE DEPTH MILL, OVERLAY 3"634 3,115 79 94,300$ SHETLAND COURT WEST END GLENEAGLES LANEVARIABLE DEPTH MILL, OVERLAY 3"265 850 64 25,800$ SHETLAND LANE PRESTWICK LANE GLENEAGLES LANEVARIABLE DEPTH MILL, OVERLAY 3"598 1,985 61 60,100$ STRAWBERRY LANE W. KENDALL DRIVE CENTER PARKWAYVARIABLE DEPTH MILL, OVERLAY 3"896 2,972 76 89,900$ 2029 (FY30) STREET REHABILITATION LIST PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COST2029 (FY30) STREET REHABILITATION LISTW. KENDALL DRIVE CENTER PARKWAY CENTER PARKWAYVARIABLE DEPTH MILL, OVERLAY 3"4,503 14,905 77 450,800$ WHITEKIRK LANE PRESTWICK LANE EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"1,922 6,375 65 192,900$ WREN ROAD PRAIRIE CROSSING DRIVE PENNMAN ROADVARIABLE DEPTH MILL, OVERLAY 3"2,121 7,100 54 214,800$ COLONIAL PARKWAY IL ROUTE 47 IL ROUTE 126MILL 2", OVERLAY 2"1,556 5,165 78 -$ N/A N/A N/A 50,000$ N/A N/A N/A 200,000$ N/A N/A N/A 146,000$ 5.04 103,907 3,377,900$ THESE ROADWAYS HAVE WATER MAIN REPLACEMENT PLANNED IN FY 28THESE ROADWAYS WILL BE SUBMITTED FOR STP GRANT FUNDING DURING THE 2025 CALL FOR PROJECTSG:\Public\Yorkville\2024\YO2413-P Pavement Management Update\Eng\[5 Year Plan (Draft) - FY27 with Roadway Scores.xlsx]2029MISCELLANEOUS CITY WIDE CRACK SEALING MISCELLANEOUS CITY WIDE CONCRETE PATCHINGPAVEMENT REJUVENTATION (2028 RESURFACING & WATER STREETS)TOTAL: PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COSTBEHRENS STREET OAKWOOD STREET JOHNSON STREETVARIABLE DEPTH MILL, OVERLAY 3"582 2,495 69 77,000$ BLACKBERRY SHORE LANE NORTHLAND LANE WEST ENDMILL 3", OVERLAY 3"3,019 10,747 78 327,800$ BRISTOL STREET E. SOMONAUK STREET NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"1,447 4,040 77 119,000$ CANNONBALL TRAIL BLACKBERRY SHORE LANE AMANDA LANEVARIABLE DEPTH MILL, OVERLAY 3"5,099 16,900 78 429,900$ CENTER PARKWAY US ROUTE 34 HILLCREST AVENUEVARIABLE DEPTH MILL, OVERLAY 3"218 1,050 54 32,400$ E. MAIN STREET BRUELL STREET JOHNSON STREETVARIABLE DEPTH MILL, OVERLAY 3"940 3,295 64 101,700$ E. SOMONAUK STREET IL ROUTE 47 MCHUGH ROADVARIABLE DEPTH MILL, OVERLAY 3"2,376 7,480 78 230,800$ E. SPRING STREET LIBERTY STREET MCHUGH ROADVARIABLE DEPTH MILL, OVERLAY 3"1,402 5,550 78 171,300$ E. SPRING STREET BRUELL STREET TERI LANEVARIABLE DEPTH MILL, OVERLAY 3"814 3,200 72 98,800$ FREEMONT STREET SOUTH END WALNUT STREETVARIABLE DEPTH MILL, OVERLAY 3"2,273 6,795 61 209,700$ GAME FARM ROAD US ROUTE 34 W. SOMONAUK STREETVARIABLE DEPTH MILL, OVERLAY 3"3,817 17,095 82 503,400$ HILLCREST AVENUE PRAIRIE LANE SUNSET AVENUEVARIABLE DEPTH MILL, OVERLAY 3"1,300 3,760 39 110,800$ JACKSON STREET BRISTOL STREET FREEMONT STREETMILL 2", OVERLAY 2"523 1,350 81 27,800$ JOHNSON STREET BEHRENS STREET E. MAIN STREETVARIABLE DEPTH MILL, OVERLAY 3"495 2,705 74 83,500$ LEISURE STREET PRAIRIE LANE SUNSET AVENUEMILL 2", OVERLAY 2"1,200 3,020 62 62,200$ MCHUGH ROAD E. MAIN STREET E. SOMONAUK STREETMILL 2", OVERLAY 2"1,220 4,980 80 134,800$ OAKWOOD STREET BEHRENS STREET E. MAIN STREETVARIABLE DEPTH MILL, OVERLAY 3"605 2,625 64 81,000$ TERI LANE E. SPRING STREET NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"1,410 5,210 78 160,800$ TOWER LANE NORTH END W. SOMONAUK STREETMILL 4", OVERLAY 4"402 1,150 65 42,400$ W. SOMONAUK STREET GAME FARM ROAD IL ROUTE 47VARIABLE DEPTH MILL, OVERLAY 3"851 4,130 76 121,600$ 2030 (FY31) STREET REHABILITATION LIST PAVEMENT MANAGEMENT UPDATEUNITED CITY OF YORKVILLEMAY 2025STREET FROM TO STRATEGY LENGTH AREA PCI (0-100) COST2030 (FY31) STREET REHABILITATION LISTW. SOMONAUK STREET WEST END GAME FARM ROADMILL 2", OVERLAY 2"684 1,645 77 33,900$ WALNUT STREET IL ROUTE 47 FREEMON STREETMILL 2", OVERLAY 2"839 2,110 80 43,400$ BRUELL STREET MCHUGH ROAD GAWNE LANEVARIABLE DEPTH MILL, OVERLAY 3"822 2,920 58 -$ E. MAIN STREET MCHUGH ROAD BRUELL STREETMILL 2", OVERLAY 2"745 2,560 98 -$ E. SPRING STREET MCHUGH ROAD BRUELL STREETVARIABLE DEPTH MILL, OVERLAY 3"673 2,775 73 -$ E. SPRING STREET IL ROUTE 47 COLTON STREETVARIABLE DEPTH MILL, OVERLAY 3"392 1,345 72 -$ WOODWORTH STREET MCHUGH ROAD E. MAIN STREETVARIABLE DEPTH MILL, OVERLAY 3"840 3,170 66 -$ N/A N/A N/A 50,000$ N/A N/A N/A 200,000$ N/A N/A N/A 145,000$ 6.63 124,102 3,599,000$ THESE ROADWAYS HAVE WATER MAIN REPLACEMENT PLANNED IN FY 28THESE ROADWAYS WILL BE SUBMITTED FOR STP GRANT FUNDING DURING THE 2025 CALL FOR PROJECTSG:\Public\Yorkville\2024\YO2413-P Pavement Management Update\Eng\[5 Year Plan (Draft) - FY27 with Roadway Scores.xlsx]2030MISCELLANEOUS CITY WIDE CRACK SEALING MISCELLANEOUS CITY WIDE CONCRETE PATCHINGPAVEMENT REJUVENTATION (2029 RESURFACING & WATER STREETS)TOTAL: