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Public Works Committee Packet 2026 02-17-26
AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, February 17, 2026 6:00 p.m. East Conference Room #337 651 Prairie Pointe Drive, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: January 20, 2026 New Business: 1. PW 2026-18 Snow Operations Report 2. PW 2026-19 Kendall Marketplace Townhomes – Phase 1 Acceptance 3. PW 2026-20 Grande Reserve Unit 6 – Bond Release 4. PW 2026-21 North Receiving Station – Change Order No. 1 5. PW 2026-22 Faxon Road Reconstruction – Design Engineering Agreement Amendment – Change Order No. 1 6. PW 2026-23 Beecher Road Reconstruction – Design Engineering Agreement Amendment – Change Order No. 1 7. PW 2026-24 2026 Water Main Improvements – Contract Award 8. PW 2026-25 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (2026 Water Main Improvements – Construction Engineering) 9. PW 2026-26 Fox Hill, Sunflower Estates, and Cannonball Estates SSA Maintenance 10. PW 2026-27 Leaf Disposal RFP 11. PW 2026-28 Boombah Boulevard and Commercial Drive Traffic Control Study – Discussion Old Business: Additional Business: United City of Yorkville 651 Prairie Pointe Drive Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, February 17, 2026 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. January 20, 2026 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2026-18 Snow Operations Report □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2026-19 Kendall Marketplace Townhomes – Phase 1 Acceptance □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2026-20 Grande Reserve Unit 6 – Bond Release □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2026-21 North Receiving Station – Change Order No. 1 □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2026-22 Faxon Road Reconstruction – Design Engineering Agreement Amendment – Change Order No. 1 □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2026-23 Beecher Road Reconstruction – Design Engineering Agreement Amendment – Change Order No. 1 □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2026-24 2026 Water Main Improvements – Contract Award □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 8. PW 2026-25 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (2026 Water Main Improvements – Construction Engineering) □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 9. PW 2026-26 Fox Hill, Sunflower Estates, and Cannonball Estates SSA Maintenance □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 10. PW 2026-27 Leaf Disposal RFP □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 11. PW 2026-28 Boombah Boulevard and Commercial Drive Traffic Control Study – Discussion □ 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number Minutes Tracking Number Minutes of the Public Works Committee – January 20, 2026 Public Works Committee – February 17, 2026 Majority Committee Approval Minute Taker Name Department DRAFT Page 1 of 3 UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, January 20, 2026 6:00pm Yorkville City Hall, East Conference Room #337 651 Prairie Pointe Drive, Yorkville, IL IN ATTENDANCE: Committee Members Chairman Craig Soling Alderman Joe Plocher Alderman Rusty Corneils Alderman Dan Transier via Zoom Other City Officials City Administrator Bart Olson Assistant City Administrator Erin Willrett via Zoom Engineer Brad Sanderson, EEI Assistant Public Works Director John Sleezer Public Works Director Eric Dhuse Other Guests: Clay's iPhone via Zoom The meeting was called to order at 6:21pm by Chairman Craig Soling. Citizen Comments: None Previous Meeting Minutes: December 16, 2025 The minutes were approved as presented. New Business: 1. PW 2026-01 Snow Operations Report Director Dhuse said 1,700 tons of salt have been used, 600 more than all of last year and he said there will not be a savings of salt this year. There are 850 tons of reserve at the county storage site. The new trucks use a new system of metering usage and staff is working on merging the old and new systems. 2. PW 2026-02 Water Reports for October to December 2025 Mr. Dhuse said there was nothing out of the ordinary for these months. He noted a usage of 74 gallon per month per person demonstrating water conservation. These monthly reports require City Council approval per the IEPA and move to the consent agenda. 3. PW 2026-03 Capital Improvement Project Updates Mr. Sanderson referred to his memo listing all projects and he highlighted some of the current work for the committee. The north receiving station project with underground piping will start in December and the foundation work for the northwest tank off Eldamain has been completed. Work has begun on the south receiving station/standpipe site near Restore Church. Rte. 126 water main design work will also begin soon with bids coming in February. Bids will also go out soon for road programs work. Chairman Soling noted the rise in prices and he asked if the work will stay within budget. Mr. Sanderson said it should be OK. 4. PW 2026-04 Quarterly Bond and Letter of Credit Reduction Summary This is the standard report and is for information. Page 2 of 3 5. PW 2026-05 Public Works Truck Purchase and Disposal a. Pre-Authorization of Truck Purchase b. Ordinance Authorizing the Fifth Amendment to the Annual Budget of the United City of Yorkville, for the Fiscal Year Commencing on May 1, 2025 and Ending on April 30, 2026 c. Dump Truck Disposal Director Dhuse said he would like to purchase a truck for the next budget season by submitting the request early. He needs approval for this action and in addition, would like to sell two old trucks at auction when the new one arrives. A budget amendment is required to allocate the funds from next year's budget. This will give a full fleet of trucks and it will also include snow equipment. The committee approved and it moves to City Council. 6. PW 2026-06 Quik Trip Gas Station Public Improvement Acceptance This gas station opened last year and Mr. Sanderson said all punchlist items are done and approval is recommended. He said a 550-foot sanitary sewer needs to be accepted. He said a one-year guarantee would not be necessary since it has been tested, however, the committee decided to not waive this item. This moves forward to the City Council consent agenda and the motion will be modified. 7. PW 2026-07 2025 Road to Better Roads – Request for Change in Plans and Final Payment Estimate This is a Change Order to wrap up the project and the document is for IDOT for the MFT portion. That portion is $9,000 under budget. Approval is recommended and it will move to the consent agenda. 8. PW 2026-08 2025 Local Road Program – Change Order No. 1 (Balancing) Mr. Sanderson said this is for the non-MFT portion of the project which increased $4,000. He recommended approval and it moves to the City Council regular agenda. 9. PW 2026-09 Ordinance Authorizing the Grant of Certain Easements for the Construction of Improvements to the City's Water System DuPage Water Commission is requesting easements for the north and south receiving stations for access to build a metering station on the sites. The requests have been vetted by City Attorney Orr and Mr. Sanderson recommends approval. This moves to the consent agenda. 10. PW 2026-10 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (2026-2027 Bridge Inspection Services) Mr. Dhuse said this the standard contract done every other year when bridges must be inspected. The total contract price is $40,228 with $39,000 direct to the sub-contractor Benesch & Co. Mr. Olson added this is the second contract outside of the base contract to EEI. He said the city has had a 15-year base contract with yearly increases in the hourly payments, but no increase in the base. He said this contract would be paid separately and it moves forward to the regular City Council agenda. 11. PW 2026-11 2024 Sanitary Sewer Lining – Change Order No. 2 (Final Balancing) This Change Order is for a decrease of $6,600 for last year's sewer lining work. Mr. Sanderson recommended approval and it moves to the consent agenda. 12. PW 2026-12 Resolution Authorizing the Purchase of Replacement Pumps for the Raintree and Bruell Street Lift Stations, in an Amount not to Exceed $73,535 This resolution is for 3 new pumps, 1 at Raintree and 2 at Bruell which were installed in 2005 and 2007. They are the original motors and have been repaired several times in the past. The dealer, Metropolitan, gave a lower cost for multiple motors and impellers which reduced the total by about $7,500. City employees will install the equipment. This moves to the regular City Council agenda. Page 3 of 3 13. PW 2026-13 Resolution Approving an Engineering Agreement with Engineering Enterprises, Inc. (Route 47 Utility Relocation – Caton Farm Road to Route 71) Mr. Dhuse said this project has been ongoing for years and is now ready to proceed on a fast pace. A large amount of water main that comes out of Windett Ridge and along the east side of Rt. 47, must be moved. In order to reduce the amount to be moved, the city will loop into Windett and then a small amount of easement must be purchased outside of the right-of-way. The cost will be $151,713 for design services by EEI plus a cost of $56,500 for direct expenses. This will be within the budget. Alderman Transier asked if WIFIA funds can be used to finance this, however, Mr. Olson said the WIFIA funds are limited to the Lake Michigan project. This will move to the consent agenda. 14. PW 2026-14 Metronet Contract for New Public Works and Parks Facility Mr. Dhuse said in the 5-year term the cost would be just above the $25,000 threshhold. The service will provide the bandwidth necessary. The committee approved and it moves to the consent agenda. 15. PW 2026-15 2026 Road to Better Roads – MFT Resolution and Cost Estimate Bids will go out soon for the road programs and this is the first step. IDOT paperwork is required for them to issue a review and estimates and the resolution must be forwarded to them. Mr. Sanderson said the estimate is $1.47 million with $1.325 million from MFT. The City Council must approve both of these documents and this moves forward to the regular City Council agenda. 16. PW 2026-16 Grande Reserve Unit 7 - Acceptance The developer is requesting acceptance of the public utilities and all punchlist items and sidewalk are complete. This will also require a letter of credit reduction. Mr. Sanderson recommended acceptance and it moves forward to the consent agenda. 17. PW 2026-17 Land Acquisition Consulting Services – Supplement No. 2 – Lake Michigan Water System Improvement Project Mr. Olson said federal rules must be followed when property is acquired for the Lake Michigan project. The city has a contract with Mark Mathewson Right-of-Way Co. who has been doing the negotiations for these acquisitions. An initial contract was approved and now a second increase must be approved for three additional properties needed. There are remaining funds of $17,750 in the supplemental contract. This will move forward to the City Council regular agenda with committee approval. Old Business: None Additional Business: None There was no further business and the meeting adjourned at 6:46 pm. 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number New Business #1 Tracking Number PW 2026-18 Snow Operations Report Public Works Committee – February 17, 2026 None Informational Please see the attached memo. Eric Dhuse Public Works Name Department Summary February 10, 2026, second snow report for winter 25-26. Background This winter started early with snow in November and continues to clip us every chance it gets. Luckily, our crews have continued to perform snow removal and salting operations safely and efficiently week in and week out. Because of the early snow on Thanksgiving weekend and the weekly snows since, our salt usage is up significantly over last year. To date, we have used 2467 tons of rock salt compared to 1100 tons last year. In addition to spreading salt, we also pre-wet our salt with a brine solution with 10% calcium chloride to assist in melting the snow and being more effective at lower temperatures. This year, we have used approximately 13,200 gallons of brine. To date, we estimate the costs for materials at $175,000 for salt and $1850 for brine. Aside from a few minor issues with our trucks, they have performed flawlessly. Having the new fleet has been a game changer. I do not want to imagine how our operations would have gone this year if we still had mostly old trucks on the street. Recommendation This is an informational item. Memorandum To: Public Works Committee From: John Sleezer, Assistant Director of Public Works CC: Bart Olson, City Administrator CC: Eric Dhuse, Director of Public Works Date: February 10, 2026 Subject: Snow Report 2/12/2026 Recorder Matt S 12 GPTTotal Miles Average Salt Lbs of Lbs of Brine Gallons of Gal Brine/ Tons of Truck ID Rte # Driven MPH Miles Salt Used Salt/Mi. Miles Brine Used Ton Salt Salt UsedY-11 9N 637.4 5.6 272.1 133847 491.9 209.9 603 9.0 66.92Y-18 7N 2444.3 10.4 1447.1 793207 548.1 743.2 2395 6.0 396.60Y-27 6N 2020.7 8.0 1198.0 612464 511.2 412.0 1127 3.7 306.23Y-28 spr 959.5 7.7 402.0 201130 500.3 90.2 282 2.8 100.57Y-30 5N 2651.8 7.7 1294.8 703973 543.7 702.1 2052 5.8 351.99Sub-total 8713.7 7.9 4614.0 2444621 529.8 2157.4 6459 5.3 1222.31Truck ID Rte# Weight App. Distance App Salt/per Mi. Gallons App Brine Dist. Gal/tons Total Miles Tons usedY-32 4N 444570.2 802.5 553.98 1007.4 249 4.5 1107 222.29Y-34 util. 0 0.0 #DIV/0! 0 0.00Y-36 1N 350949 750.0 467.93 1115.0 312 6.4 1369 175.47Y-37 10S 350949 704.0 498.51 1115.0 312 6.4 1369 175.47Y-38 2N 495667.4 917.5 540.24 1049.6 294 4.2 1466 247.83Y-39 3N 370124.6 618.2 598.71 1237.9 302 6.7 1012 185.06Y-40 8S 445875.6 737.4 604.66 1148.9 330 5.2 1125 222.94sub-total 2458135.8 4529.6 542.68 6673.8 1799 5.4 7449 1229.07TruckID Rte# Loads Tons / Load Salt/per Mi. Total Miles Tons usedY-3 util. 2.5 #DIV/0! 0.00Y-6 util. 3.0 #DIV/0! 0.00Y-14 util. 3.0 #DIV/0! 0.00Y-19 util. 2.5 #DIV/0! 0.00Total Miles Average Salt (on) Lbs of Lbs of Brine (on) Gallons of Gal Brine/ Tons of Driven MPH Miles Salt Used Salt/Mi. Miles Brine Used Ton Salt Salt UsedTotals 16162.3 7.9 9143.60 4902756.8 536 3956.1 13132.8 5.4 2451.38ALL TRUCK DATASnow Operations and Brine dataBrine SettingSalt settingDateTRUCK ON NEW FORCE AMERICA CONTROLSTRUCKS ON OLD CIRRUS CONTROLS1 TON V-BOX ESTIMATED SALT USAGE 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number New Business #2 Tracking Number PW 2026-19 Kendall Marketplace Townhomes – Phase 1 Acceptance Public Works Committee – February 17, 2026 Majority Consideration of Approval Subdivision Acceptance Consideration Brad Sanderson Engineering Name Department The developer has requested that the City accept the public improvements for ownership and maintenance. All work related to the public improvements including punch list work, has been completed, including all sidewalk. We recommend that the public improvements (water main, sanitary sewer, storm sewer, sidewalk, and parkway trees) as described in the attached Bill of Sale be accepted for ownership and maintenance by the City. As required by City Code, the developer will be responsible for providing a performance guarantee to cover the one-year maintenance period. This period starts after the City formally accepts the improvements. Original EOPC Value $646,877.50 10% of Original EOPC $64,687.75 Required Value (10% of Original) $64,687.75 Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Contrino, City Clerk Rob Fredrickson, Finance Director Date: January 26, 2026 Subject: Kendall Marketplace Townhomes – Phase 1 1 BILL OF SALE Seller, _______________, in consideration of One and 00/100th Dollar ($1.00), receipt hereby acknowledged, does hereby sell, assign, transfer and convey to the Buyer, the United City of Yorkville, an Illinois municipal corporation, at 651 Prairie Pointe Drive, Yorkville, Illinois 60560, the following personal property to wit described in Exhibit A attached hereto for the development know as Kendall Marketplace Townhomes – Phase 1 and generally shown on Exhibit B. Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said property, that said property is free and clear of all liens, charges and encumbrances, and that Seller has full right, power, and authority to sell said property and to make this Bill of Sale. IN WITNESS WHEREOF, Seller has signed and sealed this Bill of Sale at ___________________________________, this _____ day of _______________, 20__. _______________________ Signature of Seller Name: Title: Subscribed and Sworn to before me this _____ day of _____________, 20__. _______________________ Notary Public EXHIBIT A KENDALL MARKETPLACE TOWNHOMES - PHASE 1 UNITED CITY OF YORKVILLE UNIT QUANTITIY CU YD 1,165 FOOT 1,748 EACH 9 EACH 2 LSUM 1 CU YD 939 FOOT 1,015 FOOT 594 EACH 3 EACH 2 EACH 6 EACH 3 LSUM 1 CU YD 524 EACH 4 EACH 3 EACH 1 EACH 3 EACH 2 EACH 3 FOOT 348 FOOT 306 FOOT 455 FOOT 1,109 SQ FT 620 UTILITIES SANITARY SEWER CONSTRUCTION TRENCH BACKFILL 8-INCH SDR 26, PVC, SANITARY SEWER SANITARY MANHOLE, 4' DIA. CATCH BASINS, TYPE A, 4'-DIAMETER, R-2502 CATCH BASINS, TYPE A, 4'-DIAMETER, R-3015 CONNECTION TO EXISTING SANITARY SEWER PCC SIDEWALK (5" PCC, 2" CA-7) SIDEWALK STORM SEWER CONSTRUCTION TELEVISING AND TESTING TRENCH BACKFILL TRENCH BACKFILL STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2, STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2, STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2, VIDEO TAPING STORM SEWERS (ASBUILT-RECORD) INLETS, TYPE A, 2'-DIAMETER, TYPE FRAME AND INLETS, TYPE A, 2'-DIAMETER, R-3015 CATCH BASINS, TYPE A, 2'-DIAMETER, R-2502 MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, WATER MAIN CONSTRUCTION WATER MAIN, 8" DI WATER MAIN TESTING AND DISINFECTION WATER MAIN, 16" DI 8" VALVE AND VALVE BOX 16" VALVE AND VALVE VAULT 5' DIA FIRE HYDRANT WITH AUXILIARY VALVE AND VALVE CONNECTION TO EXISTING WATER MAIN STUB AND VETERANS BLACKBERRY SHO R EHIGH RIDGECANNONBALLWHITE PLAINS IROQUOIS BEECHERCANYON TRAI L IROQUOISWESTERN NORTHLANDGILLESPIEERICA ISABELEDWARD CANYON Kendall County GIS, Kendall County, Illinois Engineering Enterprises 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6756 KENDALL MARKETPLACE PHASE 1 ACCEPTANCE www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: JANUARY 2026 YO2002 YO2002 KM ACCEPTANCE DOC H:\GIS\PUBLIC\YORKVILLE\2020\ MJT ³United City of Yorkville 651 Prairie Pointe Dr. Yorkville, IL 60560 LEGEND PHASE BOUNDARY 600 0 600300 Feet GASB KENDALL MARKETPLACE TOWNHOMES - PHASE 1 UNITED CITY OF YORKVILLE UNIT QUANTITIY UNIT PRICE COST CU YD 1,165 35.00$ 40,775.00$ FOOT 1,748 55.00$ 96,140.00$ EACH 9 3,500.00$ 31,500.00$ EACH 2 850.00$ 1,700.00$ LSUM 1 1,500.00$ 1,500.00$ CU YD 939 35.00$ 32,865.00$ FOOT 1,015 75.00$ 76,125.00$ FOOT 594 130.00$ 77,220.00$ EACH 3 2,500.00$ 7,500.00$ EACH 2 6,500.00$ 13,000.00$ EACH 6 4,800.00$ 28,800.00$ EACH 3 1,500.00$ 4,500.00$ LSUM 1 2,000.00$ 2,000.00$ CU YD 524 35.00$ 18,340.00$ EACH 4 1,600.00$ 6,400.00$ EACH 3 1,600.00$ 4,800.00$ EACH 1 1,600.00$ 1,600.00$ EACH 3 2,800.00$ 8,400.00$ EACH 2 2,800.00$ 5,600.00$ EACH 3 2,800.00$ 8,400.00$ FOOT 348 50.00$ 17,400.00$ FOOT 306 55.00$ 16,830.00$ FOOT 455 60.00$ 27,300.00$ FOOT 1,109 1.50$ 1,663.50$ SQ FT 620 5.50$ 3,410.00$ TOTAL COST 533,768.50$ SIDEWALK STORM SEWER CONSTRUCTION WATER MAIN CONSTRUCTION TRENCH BACKFILL 8" VALVE AND VALVE BOX TRENCH BACKFILL WATER MAIN, 8" DI INLETS, TYPE A, 2'-DIAMETER, R-3015 CATCH BASINS, TYPE A, 2'-DIAMETER, R-2502 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2, STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2, VIDEO TAPING STORM SEWERS (ASBUILT-RECORD) MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2, UTILITIES SANITARY SEWER CONSTRUCTION CATCH BASINS, TYPE A, 4'-DIAMETER, R-2502 CATCH BASINS, TYPE A, 4'-DIAMETER, R-3015 TRENCH BACKFILL 8-INCH SDR 26, PVC, SANITARY SEWER CONNECTION TO EXISTING WATER MAIN STUB AND VALVE VAULT 16" VALVE AND VALVE VAULT 5' DIA WATER MAIN TESTING AND DISINFECTION INLETS, TYPE A, 2'-DIAMETER, TYPE FRAME AND PCC SIDEWALK (5" PCC, 2" CA-7) SANITARY MANHOLE, 4' DIA. CONNECTION TO EXISTING SANITARY SEWER MANHOLE TELEVISING AND TESTING WATER MAIN, 16" DI FIRE HYDRANT WITH AUXILIARY VALVE AND VALVE BOX 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number New Business #3 Tracking Number PW 2026-20 Grande Reserve Unit 6 – Performance Guarantee Release Public Works Committee – February 17, 2026 Majority Approval Release of Guarantee 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 $206,106.54. The public improvements were accepted on October 15, 2024. The developer will provide a separate guarantee to cover the costs of the remaining sidewalk ($42,060.00) within the undeveloped four lots. That guarantee will be released after the completion of the sidewalk. The full guarantee of $206,106.54 should not be released until the sidewalk security is in place. Please let us know if you have any questions. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Contrino, City Clerk Date: February 9, 2026 Subject: Grande Reserve Unit 6 Cryder WaySunsetAveEllsworthCt B r i s t o l R i d g e R d HollenbackCt Hobbs CtOld Glory C t Cryder Ct Justice DrGran d e Trail C t L y n c l i f f D r Edythe St The r e a s Ave Patriot CtAmericanWayAlden AveCharles St SquireCirBristol Ct E VeteransPkwyUS Highway 34Burr StSquire CirW Lyncliff DrConstituti o n W a y Amos A v e Hobbs LnJeter StGrande Trl GrandeTrlGr a n d e T r l McLellan BlvdMcLellan BlvdHen n i n g L n Sunset AveC r a n s t o n C i r E L y n c l i f f D r E Rickard DrW Rickard DrRood StCranston CirOldGlory DrOldGlory DrKennedy RdEllsworth DrEngineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 / www.eeiweb.con GRANDE RESERVE LOCATION MAP DATE:AUGUST 2024United City of Yorkville 651 Prairie Pointe Dr. Yorkville, IL 60560 (630) 553-4350 http://www.yorkville.il.us UNIT 6 UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS CONSULTING ENGINEERS NO.DATE REVISIONS PROJECT NO.: YO2229 PATH: H:/GIS/PUBLIC/YORKVILLE/2022/ FILE: fffää N O R T H Legend Unit 6 Boundary H:\GIS\Public\Yorkville\2022\YO2229\YO2229_Grande Reserve Unit 6\YO2229_Grande Reserve Unit 6.aprx 600 0 600300 Feet ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST DESIGNED: PROJECT TITLE: ITEM UNIT NO.UNIT QUANTITY PRICE AMOUNT 1 SQFT 400 15.00$ 6,000.00$ 2 SQYD 80 15.00$ 1,200.00$ 3 EA 1 1,000.00$ 1,000.00$ 8,200.00$ 1,640.00$ 9,840.00$ 1 SQFT 475 15.00$ 7,125.00$ 2 SQYD 95 15.00$ 1,425.00$ 3 EA 1 1,000.00$ 1,000.00$ 9,550.00$ 1,910.00$ 11,460.00$ 1 SQFT 450 15.00$ 6,750.00$ 2 SQYD 90 15.00$ 1,350.00$ 3 EA 1 1,000.00$ 1,000.00$ 9,100.00$ 1,820.00$ 10,920.00$ 1 SQFT 400 15.00$ 6,000.00$ 2 SQYD 80 15.00$ 1,200.00$ 3 EA 1 1,000.00$ 1,000.00$ 8,200.00$ 1,640.00$ 9,840.00$ 42,060.00$ 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com YO2229-DR EMW SUBTOTAL 1/28/2026 GRANDE RESERVE - UNIT 6 JOB NO: DATE: PORTLAND CEMENT CONCRETE SIDEWALK, 5" TOTAL ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST PARKWAY TREE PORTLAND CEMENT CONCRETE SIDEWALK, 5" PARKWAY LANDSCAPING PARKWAY TREE PARKWAY LANDSCAPING PORTLAND CEMENT CONCRETE SIDEWALK, 5" PARKWAY LANDSCAPING PARKWAY TREE ITEM LOT 432 - 2920 CRYDER WAY LOT 473 - 2875 CRYDER WAY SUBTOTAL CONTINGENCY (20%) LOT TOTAL PARKWAY LANDSCAPING PORTLAND CEMENT CONCRETE SIDEWALK, 5" LOT 452 - 2820 CRYDER WAY SUBTOTAL CONTINGENCY (20%) CONTINGENCY (20%) LOT TOTAL LOT 443 - 2872 CRYDER WAY LOT TOTAL SUBTOTAL CONTINGENCY (20%) PARKWAY TREE LOT TOTAL 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 Economic Development Police Public Works Parks and Recreation Yorkville North Receiving Station – Change Order No. 1 Public Works Committee – February 17, 2026 Majority Consideration of Approval Consideration of Change Order No. 1 Brad Sanderson Engineering Name Department Agenda Item Number New Business #4 Tracking Number PW 2026-21 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 Whittaker Construction and Excavating, Inc. for the construction of the Yorkville North Receiving Station project for a value of $6,786,500.00 for the above-referenced project. The budgeted amount for the construction is $6,786,500. The project is being funded through an IEPA Low Interest Loan, and the proposed change order has been submitted in draft form to the IEPA Loan Manager who has given their verbal confirmation on the changes. Question Presented: Should the City approve Change Order No. 1 which would decrease the contract amount by $227,995.23, to a total contract value of $6,558,504.77? Discussion: The enclosed change order document includes a detailed summary of the contract changes and each proposed change order (PCO) item. The first PCO is for a credit. During design, the valves within the receiving station were designed with gate valves in mind and many were sized larger based on initial feedback from valve manufacturers and as the design DuPage Water Commission flows were being finalized. During construction it was determined, with the recommendation of the valve manufacturer, that some of the valves can be reduced in size, eliminated, or changed to butterfly valves as typically utilized and preferred by PW Staff. These changes provided a net $271,900.00 credit back to the City. The second PCO consists of modifications to the onsite water main modifications, changing from a 16” Tee to a 16” x 16” Cross, which was discussed and changed to create a more resilient piping installation given the proximity to the Grande Reserve Tank. This change resulted in a $12,442.00 increase. The third PCO includes the cost of the new ComEd service connection. This cost is the City’s responsibility, but the City requested the contractor to coordinate and make payment as part of their contract to expedite the process and maintain the construction schedule since the contractor is coordinating with ComEd as part of their contract. Action Required: Consideration of approval of Change Order No. 1 for a deduct in the amount of $227,995.23. 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: February 17, 2026 Subject: Yorkville North Receiving Station CO-01 CHANGE ORDER Order No. 1 Date: January 29, 2026 Agreement Date: July 17, 2025 NAME OF PROJECT: Yorkville North Receiving Station OWNER: United City of Yorkville CONTRACTOR: Whittaker Construction & Excavating, Inc. The following changes are hereby made to the CONTRACT DOCUMENTS: PCO #1 (Credit for Valve Reduction): After award of the project, additional feedback was provided by the contractor’s valve supplier that certain valves can be modified, downsized, or eliminated from the Receiving Station that would still provide the same capabilities and satisfy the requirements of the Station and associated functions of the process piping components, while improving future operations for the City. These changes included gate valves that can be changed to butterfly valves. Several valves were also modified or reduced in size, that were oversized in the initial valve selection identified by manufacturers during design and are able to be reduced in size that will still be able accommodate the flows through the station. Lastly, redundant valves were eliminated. In particular, the changes included eliminating Valves PR-V-3 and PR-V-4, as well as I-V-14 through I-V-17 because they provided unnecessary redundancy. R-CV-1 and C-V-3 were removed from the project because the valve manufacturer was able to prove a different style valve as part of PR-V-1 and PR-V-2 that includes flow control and check valve capabilities. SR-V-3 was reduced from 24- inch to 8-inch as it was originally oversized during design. As such, the adjustments to the various valve components resulted in a net credit to the overall contract. A summary of the impacted valves. including the original valve schedule and revised valve schedule with the associated cost difference, is attached with the Contractor’s proposed change order (PCO). (DEDUCT: $271,900.00) PCO #2 (Site Piping Change): Adjustments were made during construction to the overall site piping phasing plan and layout, for modifications to the existing site piping necessary for construction of the improvements after award of the project. The site piping improvements must be completed in a carefully phased approach that includes coordination between the Contractor, EEI, and the City on temporary shutdown of certain components (existing mains, elevated tank, and water treatment plant). Originally, a 16-inch tee with cap was proposed during one critical phase of the piping modifications. During construction and after discussion, in order to minimize disruption and potential impacts to the system and better facilitate completing this phase of the site piping modifications, it was determined that a 16” cross that would later be capped, for a flatter surface to provide thrust blocking against, was beneficial for phasing of the construction to better maintain resultant proper pressure on the pipe. The PCO includes adjustments to the material cost for the additional components, less the original tee fitting, and additional labor required. (ADD: $12,442.00) PROPOSAL REQUEST No. 001R1 WHITTAKER CONSTRUCTION & EXCAVATING, INC.Phone:815-246-7119 P. O. BOX 21 - 105 PARK STREET Fax:815-246-7118 EARLVILLE, ILLINOIS Project: North Receiving Station Date: Document:PR No. 001R1 Description of Change:Credit to change all valves from a gate valve to a butterfly valve. This credit is also based on the revised valve schedule issued in a partial construction set. Item Description Unit Qty Description Unit Price Extension Valves LS 1 Materials ($271,900.00)($271,900.00) Total ($271,900.00) No time extension is requested for this change order. CONTRACTOR'S PROPOSAL REQUEST MATERIAL LIST/CHANGE ORDER BREAKDOWN November 17, 2025 United City of Yorkville Project No. YO2415-P Valve #Design Selection Bid/Design Pricing Revised Selection Revised Pricing I-V-1 24" gate valve $28,800 24" gate valve $28,800 I-V-2 24" gate valve $28,800 24" butterfly valve $15,300 I-V-3 24" butterfly valve $15,300 24" butterfly valve $15,300 I-V-4 8" gate valve $2,700 8" butterfly valve $2,500 I-V-5 8" gate valve $2,700 8" butterfly valve $2,500 I-V-6 8" gate valve $2,700 8" butterfly valve $2,500 I-V-7 8" gate valve $2,700 8" butterfly valve $2,500 I-V-8 8" gate valve $2,700 8" butterfly valve $2,500 I-V-9 12" gate valve $3,900 8" butterfly valve $2,500 I-V-10 12" gate valve $3,900 12" butterfly valve $3,800 I-V-11 12" gate valve $3,900 12" butterfly valve $3,800 I-V-12 12" gate valve $3,900 12" butterfly valve $3,800 I-V-13 12" gate valve $3,900 12" butterfly valve $3,800 I-V-14 12" gate valve $3,900 NIC $0 I-V-15 12" gate valve $3,900 NIC $0 I-V-16 12" gate valve $3,900 NIC $0 I-V-17 12" gate valve $3,900 NIC $0 I-V-18 24" butterfly valve $15,300 NIC $0 I-V-19 24" gate valve $28,800 24" butterfly valve $15,300 I-V-20 8" gate valve $1,900 8" butterfly valve $2,500 I-V-21 8" gate valve $1,900 8" butterfly valve $2,500 I-V-22 8" gate valve $1,900 8" butterfly valve $2,500 I-V-23 8" gate valve $1,900 8" butterfly valve $2,500 I-V-24 24" gate valve $28,800 24" butterfly valve $15,300 I-V-25 24" gate valve $28,800 24" butterfly valve $15,300 I-V-26 8" gate valve $1,900 8" butterfly valve $2,500 I-V-27 8" gate valve $1,900 8" butterfly valve $2,500 I-V-28 24" gate valve $28,800 24" butterfly valve $15,300 I-V-29 24" gate valve $28,800 24" butterfly valve $15,300 SR-V-1 8" surge valve $16,500 8" surge valve $22,900 SR-V-2 8" surge valve $16,500 8" surge valve $22,900 SR-V-3 24" surge valve $62,900 8" surge valve $22,900 PR-V-1 12" PRV $33,600 12" PRV $53,000 PR-V-2 12" PRV $33,600 12" PRV $53,000 PR-V-3 12" PRV $33,600 NIC $0 PR-V-4 12" PRV $33,600 NIC $0 R-CV-1 24" RCV $70,200 NIC $0 C-V-1 8" silent check $4,300 8" silent check $4,300 C-V-2 8" silent check $4,300 8" silent check $4,300 C-V-3 24" silent check $35,000 NIC $0 C-V-4 24" silent check $35,000 24" silent check $35,000 C-V-5 8" silent check $4,300 8" silent check $4,300 C-V-6 8" silent check $4,300 8" silent check $4,300 C-V-7 8" silent check $4,300 8" silent check $4,300 C-V-8 24" silent check $35,000 24" silent check $35,000 $719,200 $447,300 PROPOSAL REQUEST No. 002 WHITTAKER CONSTRUCTION & EXCAVATING, INC.Phone:815-246-7119 P. O. BOX 21 - 105 PARK STREET Fax:815-246-7118 EARLVILLE, ILLINOIS Project: North Receiving Station Date: Document:PR No. 002 Description of Change:Revise site watermain fittings per discussion with EEI & City of Yorkville. Item Description Unit Qty Description Unit Price Extension 16" Cross w/ Accessories EA 1 Materials $6,035.00 $6,035.00 16" MJ Plug w/ Accessories EA 1 Materials $1,155.00 $1,155.00 16" Solid Sleeve w/ Accessories EA 1 Materials $2,220.00 $2,220.00 16" Tee w/ Accessories EA -1 Materials $4,080.00 ($4,080.00) Pipe Crew HRS 6 Labor $945.00 $5,670.00 Sub-Total $11,000.00 Sub 5% OH&P $0.00 WCEI 10% OH&P $1,100.00 Bond & Ins $342.00 Total $12,442.00 No time extension is requested for this change order. Excavate, Cut, Plug South Branch of Cross, & Backfill CONTRACTOR'S PROPOSAL REQUEST MATERIAL LIST/CHANGE ORDER BREAKDOWN December 4, 2025 United City of Yorkville Project No. YO2415-P Quotation Yorkvile North Receiving Change Yorkville, IL Quote Number: 34681A Quote Date: Nov 1, 2025 Sales Rep Quoted to: Whittaker Excavating P.O. Box 21 Earlville, IL 60518 Good Thru 12/1/25 Customer ID Payment Terms Page: whi0001 Net 30 Days 16 1 Quantity Item Description Unit Price Extension ** AIS ** 1.00 mjf-crossmj16x16 16" x 16" MJ Cross c-153 W/ SS 6,035.00 6,035.00 Megas 1.00 mjf-plugmj16 16" MJ Plug c-153 W/ Gasket &1,155.00 1,155.00 Bolts SS 1.00 mjf-tmj16 16" x16" MJ Tee c-153 W/ SS Megas 4,080.00 4,080.00 1.00 mjf-lssmj16 16" MJ Long Solid Sleeve c-153 W/2,220.00 2,220.00 SS Megas Total Sales Tax Subtotal 1500 MOUNTAIN AURORA, IL 60505 630-851-4500 630-851-4789 PHONE: FAX: Cust Phone: Cust Fax: 815-246-7119 815-246-7118 Please find attached our quote for the above referenced project. This proposal is our understanding of specifications and materials required for the project. It is the responsibility of the buyer to verify the accuracy of specifications and quantities before completing the order process. If there are any questions, we will gladly work with you to review job parameters. PROPOSAL REQUEST No. 003 WHITTAKER CONSTRUCTION & EXCAVATING, INC.Phone:815-246-7119 P. O. BOX 21 - 105 PARK STREET Fax:815-246-7118 EARLVILLE, ILLINOIS Project: North Receiving Station Date: Document:PR No. 003 Description of Change:ComEd utility coordination. Item Description Unit Qty Description Unit Price Extension ComEd Agreement Costs LS 1 Materials $27,816.53 $27,816.53 Sub-Total $27,816.53 Sub 5% OH&P $0.00 WCEI 10% OH&P $2,781.65 Bond & Ins $864.59 Total $31,462.77 No time extension is requested for this change order. CONTRACTOR'S PROPOSAL REQUEST MATERIAL LIST/CHANGE ORDER BREAKDOWN January 21, 2026 United City of Yorkville Project No. YO2415-P 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number New Business #5 Tracking Number PW 2026-22 Faxon Road Reconstruction – Design Engineering Agreement – Change Order No. 1 Public Works Committee – February 17, 2026 Majority Approval Please see the attached memo. Eric Dhuse Public Works Name Department Summary A proposal to amend the design engineering agreement due to difficulty acquiring right of way in a timely fashion. Background Originally, the design of Faxon Rd. along the C1 development was going to require the acquisition of right of way from 3 parcels on the south side of Faxon Rd. Staff has been working with the owners of the parcels for approximately 12 months without much success, so they were study an alternative alignment that would reduce the number of parcels and speed up the project. It was found that this was possible, and it would reduce the number of parcels needed from 3 down to 1. The new alignment would also mean that less right of way would need to be purchased on the remaining parcel. To utilize this alignment, EEI will have to revise the plans, specifications, and land acquisition documents to include the new alignment. To do this will require more work which will require a change order. EEI has prepared a change order in the amount of $47,680 to complete the work. C1 has reviewed this alignment and the proposed change order and approved the changes. Once the City Council has approved this change and C1 deposits the funds for the change, EEI will begin the necessary work to complete this project. Recommendation Staff recommends approval of this change order. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: February 11, 2026 Subject: Faxon Rd. Design Engineering Agreement Amendment 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 To: Bart Olson Change Order Number: 1 City Administrator Change Order Date: 2/6/2026 United City of Yorkville 651 Prairie Pointe Drive Project Name: Faxon Rd Reconstruction Yorkville, IL 60560 Project Number: YO2435-P Description of Work / Scope Change / Reason for Change City Staff has been working with the property owners on the south side of Faxon Road for the past 12 months to try and acquire the needed right-of-way to complete the improvements required in Cyrus One’s development agreement. Staff have not had much movement on property acquisition so an alternative alignment to reduce the land acquisition needs was researched. Staff were able to determine that an alternative alignment is viable, and the new alignment would reduce the number of parcels that need land acquisition from 3 down to 1. The new alignment would also decrease the required land acquisition on the remaining parcel. The new alignment requires that current project plans and specifications need to be updated. The additional scope will include putting together revised project plans, specifications and land acquisition documents. Attached, please find a level of effort for the associated work and the amounts are summarized below. Tot al Value of Change (Amount)= $47,680.00 Original Contract Sum $ 193,620.00 Net change by previous authorized Change Orders $ 0.00 Contract Sum prior to the Change Order $ 193,620.00 Sum of this Change Order $ 47,680.00 New Contract Sum $ 241,300.00 Authorized by: Authorized by Owner/Client/Agent: Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, IL 60554 By:_____________________________ By:____________________________ Date:___________________________ Date:___________________________ CHANGE ORDER 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 Reconstruction - Additional Design Engineering ROLE PIC PM SPE 2 PE SPT 2 SPT 1 ADMIN PERSON RATE $256 $218 $208 $175 $182 $171 $75 DESIGN ENGINEERING 2.1 2 8 10 2,256$ 2.2 2 4 4 10 2,216$ 2.3 9 9 18 3,600$ 2.4 2 4 4 10 1,968$ 2.5 2 4 32 40 32 32 142 26,336$ 2.6 2 2 8 16 8 8 44 8,236$ 2.7 2 4 8 2 16 2,818$ Insert Task Subtotal:8 31 52 68 49 40 2 250 47,430$ 8 31 52 68 49 40 2 250 47,430 DIRECT EXPENSES EEI STAFF Printing/Scanning = 250$ PIC Principal In Charge DIRECT EXPENSES =250$ PM Project Manager SPE 2 Senior Project Engineer II LABOR SUMMARY PE Project Engineer EEI Labor Expenses = 47,430$ SPT 2 Senior Project Technician II TOTAL LABOR EXPENSES 47,430$ SPT 1 Senior Project Technician II ADMIN Adminstrative Assistant TOTAL COSTS 47,680$ 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com PROJECT TOTAL: JHS2/5/26 COSTTASK NO.TASK DESCRIPTION HOURS Project Management and Coordination Project Meetings Plats and Legals Utility Coordination Prefinal Plans, Specifications and Estimates Final Plans, Specifications and Estimates Bidding, Letting and Contracting Peter Cheryl Schmit Miguel Sandra E Camcho Brummel Family Trust 4 Dillow CtOsbronStEldamain RdFaxon Rd Faxon R d D e a m e s St Faxon Rd Maxar, Microsoft Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com DATE DATE: PROJECT NO.: FILE: PATH: BY: JULY 2024 YO2435 KJD NO.REVISIONS ³United City of Yorkville 651 Prairie Pointe Dr, 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 ATTACHMENT E FAXON ROAD RECONSTRUCTION LOCATION MAP 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number New Business #6 Tracking Number PW 2026-23 Beecher Road Reconstruction – Design Engineering Agreement – Change Order No. 1 Public Works Committee – February 17, 2026 Majority Approval Please see the attached memo. Eric Dhuse Public Works Name Department Summary A proposed amendment of the design engineering agreement for Beecher Rd. to include areas that have been purchased since the original agreement. Background Originally, the design area for Beecher Rd. started at the Railroad tracks and went north 1450’. The new proposed development on the east side of Beecher Rd. will require an additional 1550’ of roadway to be designed up to current city standards. With the addition of the new parcel, C1 has requested that EEI include the design for the new area in their current project for Beecher Rd. In order to include the new area, the plans, specifications, land acquisition documents, and utility coordination will have to be expanded and updated to reflect that additional roadway. For this, EEI is requesting a change order in the amount of $76,322. C1 has reviewed the change order and is prepared to move forward. Once the City Council has approved the change order and C1 deposits the funds, EEI will begin the work for this project. Recommendation Staff recommends approval of this change order. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: February 11, 2026 Subject: Beecher Rd. Design Engineering Agreement Amendment 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 To: Bart Olson Change Order Number: 1 City Administrator Change Order Date: 2/6/2026 United City of Yorkville 651 Prairie Pointe Drive Project Name: Beecher Rd Reconstruction Yorkville, IL 60560 Project Number: YO2436-P Description of Work / Scope Change / Reason for Change Cyrus One recently notified City staff that they are looking to develop the parcel adjacent to the solar farm on Beecher Road. As part of the development agreement with Cyrus One they are required to update Beecher Road to current City standards. The original scope of the Beecher Road Reconstruction included approximately 1,450’ north from the railroad tracks. The new development would require an additional 1,550’ of Beecher Road to be designed and updated to City standards. The additional scope will include putting together proposed project plans, specifications, right-of-way acquisition documents, additional utility coordination and bidding and letting of the project. Attached, please find a level of effort for the associated work and the amounts are summarized below: Tot al Value of Change (Amount)= $76,322.00 Original Contract Sum $ 89,268.00 Net change by previous authorized Change Orders $ 0.00 Contract Sum prior to the Change Order $ 89,268.00 Sum of this Change Order $ 76,322.00 New Contract Sum $ 165,590.00 Authorized by: Authorized by Owner/Client/Agent: Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, IL 60554 By:_____________________________ By:____________________________ Date:___________________________ Date:___________________________ CHANGE ORDER ATTACHMENT C: ESTIMATED LEVEL OF EFFORT AND ASSOCIATED COST PROFESSIONAL ENGINEERING SERVICES CLIENT PROJECT NUMBER United City of Yorkville YO2436-P PROJECT TITLE DATE PREPARED BY Beecher Road Reconstruction - Additional Design Engineering ROLE PIC PM SPE 2 PE SPT 2 SPT 1 ADMIN PERSON RATE $256 $218 $208 $175 $182 $171 $75 DESIGN ENGINEERING 2.1 2 10 12 2,692$ 2.2 2 4 4 10 2,216$ 2.3 24 22 46 9,236$ 2.4 2 4 4 10 1,968$ 2.5 4 12 60 60 24 64 224 41,932$ 2.6 2 6 16 20 8 24 2 78 14,358$ 2.7 4 6 8 2 20 3,670$ Insert Task Subtotal:10 62 90 92 54 88 4 400 76,072$ 10 62 90 92 54 88 4 400 76,072 DIRECT EXPENSES EEI STAFF Printing/Scanning = 250$ PIC Principal In Charge DIRECT EXPENSES =250$ PM Project Manager SPE 2 Senior Project Engineer II LABOR SUMMARY PE Project Engineer EEI Labor Expenses = 76,072$ SPT 2 Senior Project Technician II TOTAL LABOR EXPENSES 76,072$ SPT 1 Senior Project Technician II ADMIN Adminstrative Assistant TOTAL COSTS 76,322$ 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com PROJECT TOTAL: JHS2/5/26 COSTTASK NO.TASK DESCRIPTION HOURS Project Management and Coordination Project Meetings Utility Coordination Prefinal Plans, Specifications and Estimates Final Plans, Specifications and Estimates Bidding, Letting and Contracting Survey and Data Collection New Leaf Energy CRESTWOOD SHADOW WOOD BEECHERLAURENDRIVEWAYFAXON Cyrus One CHI 11 Campus Cyrus One CHI 12 Campus Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 ATTACHMENT E BEECHER ROAD RECONSTRUCTION LOCATION MAPwww.eeiweb.com DATE DATE: PROJECT NO.: FILE: PATH: BY: FEBRUARY 2026 YO2436 MJT NO.REVISIONS ³United City of Yorkville 651 Prairie Pointe Drive Yorkville, IL 60560 630-553-4350www.yorkville.il.us 0 600300 Feet YO2436_Reconstruction_Maps H:\GIS\Public\Yorkville\2024\YO2436\YO2436_Reconstruction_Maps\YO2436_Reconstruction_Maps.aprx Original Project Limits Additional Project Limits 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number New Business #7 Tracking Number PW 2026-24 2026 Water Main Improvements – Contract Award Public Works Committee – February 17, 2026 Majority Consideration of Contract Notice of Intent to Award 2026 Water Main Improvements – Recommendation to Issue Notice of Intent to Award Brad Sanderson Engineering Name Department Bids were received, opened and tabulated for work to be done on the 2026 Water Main Improvements at 11:00 a.m., February 9, 2026. 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. This project is a combination of water and roadway- related work. Water-related work consists of 90% of the work ($4,742,452.55) and roadway 10% ($515,955.45). The low bid was below our engineer’s estimate. This project is included in the Illinois Environmental Protection Agency’s (IEPA) Intended Funding List to receive loan funding through the State Revolving Fund (SRF) Public Water Supply Loan Program (PWSLP). The next step is to issue the Notice of Intent to Award and submit it with the bid results and remaining final loan application documentation to the IEPA for approval, after which the final Notice of Award will be issued. Please note that the low bid amount is greater than the total requested loan amount of $5,310,283.00 which includes design and construction engineering. Of this loan amount, $4,167,900.00 is designated for construction. This means that the low bid of $5,258,408.00 is higher than the loan amount for construction. However, the low bid includes $515,955.45 that will not be funded by the loan program meaning that the water main portion of the bid is $4,742,452.55. Given this value is still higher than the construction loan amount, a reduction in work must take place. This was anticipated as additional work was added to the project near the Colonial Parkway area. The recommendation is to award the full contract value and then issue a change order to remove the portion of water main construction from Adrain, Blaine, and State Streets. This work will be pushed to 2028 when the rest of the nearby streets will also get new water main. This reduction will bring the water main portion of the Contract down to $3,978,093.60 which is below the loan amount. We recommend the acceptance of the bid and approval of the Notice of Intent to Award be made to the low bidder, Winninger Excavating, Inc., 8845 Schoger Drive, Naperville, IL 60564, in the total amount of $5,258,408.00. If you have any questions or require additional information, please let us know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Jori Contrino, City Clerk Rob Fredrickson, Finance Director Date: February 17, 2026 Subject: 2026 Water Main Improvements NOTICE OF INTENT TO AWARD TO: Winninger Excavating Inc. 8845 Schoger Drive Naperville, IL 60564 PROJECT Description: 2026 Water Main Improvements; which consists of the installation of approximately 7,900 feet of 8-inch ductile iron water main, 2,240 feet of 12-inch ductile iron water main, all related appurtenances, curb and gutter removal and replacement, sidewalk removal and replacement, roadway resurfacing, and all other appurtenant work and materials necessary to complete the project. The OWNER has considered the BID submitted by you for the above described WORK in response to its Advertisement for BIDS dated December 22, 2026, and Information for Bidders. You are hereby notified that your BID has been accepted, contingent upon Illinois Environment Protection Agency (IEPA) approval, for items in the amount of $ Five million two hundred fifty eight thousand four hundred and eight Dollars and 00/100 Cents $(5,258,408.00) . You are required by the Information for Bidders to execute the Agreement and furnish the required CONTRACTOR’S Performance BOND, Payment BOND, and certificates of insurance within ten (10) calendar days from the date of the final Notice to be sent upon IEPA approval, to you. Dated this 17th day of February , 20 26 . United City of Yorkville Owner By Title Mayor BID TABULATION BIDS RECD 2/9/2026 ITEM UNIT UNIT UNIT UNIT UNIT UNIT UNIT NO.DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT 1 TREE REMOVAL UNIT 80 40.00$ 3,200.00$ 100.00$ 8,000.00$ 51.00$ 4,080.00$ 32.00$ 2,560.00$ 59.00$ 4,720.00$ 66.00$ 5,280.00$ 45.00$ 3,600.00$ 2 TREE REPLACEMENT EACH 4 1,200.00$ 4,800.00$ 700.00$ 2,800.00$ 800.00$ 3,200.00$ 1,200.00$ 4,800.00$ 750.00$ 3,000.00$ 1,250.00$ 5,000.00$ 650.00$ 2,600.00$ 3 TREE ROOT PRUNING EACH 49 150.00$ 7,350.00$ 200.00$ 9,800.00$ 110.00$ 5,390.00$ 105.00$ 5,145.00$ 115.00$ 5,635.00$ 50.00$ 2,450.00$ 150.00$ 7,350.00$ 4 BUSH AND SHRUB REMOVAL AND REPLACEMENT EACH 22 250.00$ 5,500.00$ 100.00$ 2,200.00$ 300.00$ 6,600.00$ 75.00$ 1,650.00$ 150.00$ 3,300.00$ 330.00$ 7,260.00$ 250.00$ 5,500.00$ 5 CONNECTION TO EXISTING WATER MAIN, 12-INCH EACH 7 6,000.00$ 42,000.00$ 3,400.00$ 23,800.00$ 7,000.00$ 49,000.00$ 6,500.00$ 45,500.00$ 9,000.00$ 63,000.00$ 7,900.00$ 55,300.00$ 7,000.00$ 49,000.00$ 6 CONNECTION TO EXISTING WATER MAIN, 8-INCH EACH 17 4,800.00$ 81,600.00$ 3,000.00$ 51,000.00$ 4,000.00$ 68,000.00$ 6,500.00$ 110,500.00$ 8,000.00$ 136,000.00$ 5,750.00$ 97,750.00$ 5,500.00$ 93,500.00$ 7 CONNECTION TO EXISTING WATER MAIN, 6-INCH EACH 2 4,600.00$ 9,200.00$ 2,500.00$ 5,000.00$ 3,000.00$ 6,000.00$ 5,500.00$ 11,000.00$ 7,000.00$ 14,000.00$ 5,000.00$ 10,000.00$ 4,500.00$ 9,000.00$ 8 PRESSURE CONNECTION WITH TAPPING SLEEVE, 8" TAPPING VALVE IN 60" VALVE VAULT EACH 3 9,000.00$ 27,000.00$ 12,000.00$ 36,000.00$ 12,000.00$ 36,000.00$ 18,000.00$ 54,000.00$ 10,000.00$ 30,000.00$ 14,250.00$ 42,750.00$ 10,000.00$ 30,000.00$ 9 DISCONNECT AND ABANDON EXISTING WATER MAIN EACH 23 3,300.00$ 75,900.00$ 5,000.00$ 115,000.00$ 3,000.00$ 69,000.00$ 400.00$ 9,200.00$ 5,500.00$ 126,500.00$ 5,450.00$ 125,350.00$ 3,500.00$ 80,500.00$ 10 WATER MAIN, D.I.P., CLASS 52, WITH POLYETHYLENE WRAP, 12-INCH FOOT 2,240 190.00$ 425,600.00$ 190.00$ 425,600.00$ 200.00$ 448,000.00$ 225.00$ 504,000.00$ 180.00$ 403,200.00$ 225.00$ 504,000.00$ 200.00$ 448,000.00$ 11 WATER MAIN, D.I.P., CLASS 52, WITH POLYETHYLENE WRAP, 8-INCH FOOT 7,920 175.00$ 1,386,000.00$ 160.00$ 1,267,200.00$ 180.00$ 1,425,600.00$ 215.00$ 1,702,800.00$ 170.00$ 1,346,400.00$ 200.00$ 1,584,000.00$ 170.00$ 1,346,400.00$ 12 WATER MAIN, D.I.P., CLASS 52, WITH POLYETHYLENE WRAP, 6-INCH FOOT 475 165.00$ 78,375.00$ 145.00$ 68,875.00$ 160.00$ 76,000.00$ 145.00$ 68,875.00$ 140.00$ 66,500.00$ 155.00$ 73,625.00$ 150.00$ 71,250.00$ 13 WATER MAIN, D.I.P., CLASS 52, HDSS RESTRAINED, 8-INCH, DIRECTIONALLY DRILLED FOOT 300 176.00$ 52,800.00$ 200.00$ 60,000.00$ 200.00$ 60,000.00$ 330.00$ 99,000.00$ 230.00$ 69,000.00$ 185.00$ 55,500.00$ 160.00$ 48,000.00$ 14 GATE VALVE (RESILIENT SEAT) IN 60" VAULT, 12-INCH EACH 9 9,000.00$ 81,000.00$ 12,000.00$ 108,000.00$ 11,000.00$ 99,000.00$ 12,000.00$ 108,000.00$ 6,000.00$ 54,000.00$ 8,250.00$ 74,250.00$ 10,000.00$ 90,000.00$ 15 GATE VALVE (RESILIENT SEAT) IN 60" VAULT, 8-INCH EACH 26 6,700.00$ 174,200.00$ 9,600.00$ 249,600.00$ 7,800.00$ 202,800.00$ 10,100.00$ 262,600.00$ 5,000.00$ 130,000.00$ 6,000.00$ 156,000.00$ 7,500.00$ 195,000.00$ 16 GATE VALVE (RESILIENT SEAT) IN 48" VAULT, 6-INCH EACH 2 5,500.00$ 11,000.00$ 7,000.00$ 14,000.00$ 6,000.00$ 12,000.00$ 5,600.00$ 11,200.00$ 4,500.00$ 9,000.00$ 4,800.00$ 9,600.00$ 6,500.00$ 13,000.00$ 17 FIRE HYDRANT ASSEMBLY, WITH AUXILIARY VALVE, 6-INCH MJ EACH 29 10,000.00$ 290,000.00$ 9,000.00$ 261,000.00$ 8,000.00$ 232,000.00$ 10,750.00$ 311,750.00$ 15,000.00$ 435,000.00$ 8,500.00$ 246,500.00$ 10,000.00$ 290,000.00$ 18 DUCTILE IRON FITTINGS POUND 11,900 0.01$ 119.00$ 0.01$ 119.00$ 0.01$ 119.00$ 8.50$ 101,150.00$ 0.01$ 119.00$ 16.00$ 190,400.00$ 5.00$ 59,500.00$ 19 FIELD LOK GASKETS EACH 5 200.00$ 1,000.00$ 500.00$ 2,500.00$ 700.00$ 3,500.00$ 145.00$ 725.00$ 150.00$ 750.00$ 280.00$ 1,400.00$ 500.00$ 2,500.00$ 20 WATER MAIN PROTECTION, PVC WATER MAIN EQUIVALENT CASING PIPE, 15-INCH FOOT 180 60.00$ 10,800.00$ 200.00$ 36,000.00$ 125.00$ 22,500.00$ 120.00$ 21,600.00$ 50.00$ 9,000.00$ 173.00$ 31,140.00$ 130.00$ 23,400.00$ 21 WATER MAIN PROTECTION, PVC WATER MAIN EQUIVALENT CASING PIPE, 24-INCH FOOT 22 100.00$ 2,200.00$ 300.00$ 6,600.00$ 225.00$ 4,950.00$ 195.00$ 4,290.00$ 65.00$ 1,430.00$ 325.00$ 7,150.00$ 180.00$ 3,960.00$ 22 12-INCH CMP REMOVAL AND REPLACEMENT FOOT 112 70.00$ 7,840.00$ 100.00$ 11,200.00$ 100.00$ 11,200.00$ 55.00$ 6,160.00$ 80.00$ 8,960.00$ 80.00$ 8,960.00$ 75.00$ 8,400.00$ 23 10-INCH CMP REMOVAL AND REPLACEMENT FOOT 20 65.00$ 1,300.00$ 100.00$ 2,000.00$ 95.00$ 1,900.00$ 65.00$ 1,300.00$ 75.00$ 1,500.00$ 90.00$ 1,800.00$ 70.00$ 1,400.00$ 24 NON-SPECIAL, NON-HAZARDOUS SOIL WASTE DISPOSAL TON 150 50.00$ 7,500.00$ 71.00$ 10,650.00$ 60.00$ 9,000.00$ 33.00$ 4,950.00$ 35.00$ 5,250.00$ 106.00$ 15,900.00$ 50.00$ 7,500.00$ 25 FOUNDATION MATERIAL CUYD 200 0.01$ 2.00$ 60.00$ 12,000.00$ 1.00$ 200.00$ 80.00$ 16,000.00$ 55.00$ 11,000.00$ 200.00$ 40,000.00$ 25.00$ 5,000.00$ 26 EXPLORATORY EXCAVATION EACH 3 1,000.00$ 3,000.00$ 1,000.00$ 3,000.00$ 1.00$ 3.00$ 400.00$ 1,200.00$ 550.00$ 1,650.00$ 6,500.00$ 19,500.00$ 500.00$ 1,500.00$ 27 WATER SERVICE CONNECTION, 1-INCH EACH 143 3,400.00$ 486,200.00$ 1,500.00$ 214,500.00$ 3,500.00$ 500,500.00$ 3,000.00$ 429,000.00$ 4,000.00$ 572,000.00$ 2,700.00$ 386,100.00$ 2,500.00$ 357,500.00$ 28 WATER SERVICE CONNECTION, SPECIAL EACH 18 2,900.00$ 52,200.00$ 2,500.00$ 45,000.00$ 2,000.00$ 36,000.00$ 4,500.00$ 81,000.00$ 4,500.00$ 81,000.00$ 3,750.00$ 67,500.00$ 3,000.00$ 54,000.00$ 29 WATER SERVICE PIPE, 6-INCH DIP FOOT 15 350.00$ 5,250.00$ 300.00$ 4,500.00$ 200.00$ 3,000.00$ 135.00$ 2,025.00$ 150.00$ 2,250.00$ 330.00$ 4,950.00$ 200.00$ 3,000.00$ 30 WATER SERVICE PIPE, PEX, 1-INCH FOOT 2,963 2.00$ 5,926.00$ 50.00$ 148,150.00$ 10.00$ 29,630.00$ 5.00$ 14,815.00$ 0.01$ 29.63$ 71.00$ 210,373.00$ 30.00$ 88,890.00$ 31 WATER SERVICE PIPE, PEX, 1-INCH (HORIZONTAL DIRECTIONAL DRILLED)FOOT 2,705 22.00$ 59,510.00$ 60.00$ 162,300.00$ 10.00$ 27,050.00$ 40.00$ 108,200.00$ 0.01$ 27.05$ 100.00$ 270,500.00$ 40.00$ 108,200.00$ 32 SERVICE BOX COVER (SPECIAL)EACH 3 300.00$ 900.00$ 500.00$ 1,500.00$ 300.00$ 900.00$ 220.00$ 660.00$ 500.00$ 1,500.00$ 800.00$ 2,400.00$ 400.00$ 1,200.00$ 33 VALVE VAULT TO BE ABANDONED EACH 17 750.00$ 12,750.00$ 1,000.00$ 17,000.00$ 700.00$ 11,900.00$ 700.00$ 11,900.00$ 350.00$ 5,950.00$ 2,000.00$ 34,000.00$ 400.00$ 6,800.00$ 34 VALVE VAULT TO BE REMOVED EACH 4 750.00$ 3,000.00$ 1,000.00$ 4,000.00$ 700.00$ 2,800.00$ 1,800.00$ 7,200.00$ 450.00$ 1,800.00$ 4,800.00$ 19,200.00$ 700.00$ 2,800.00$ 35 VALVE BOX TO BE ABANDONED EACH 18 110.00$ 1,980.00$ 500.00$ 9,000.00$ 50.00$ 900.00$ 75.00$ 1,350.00$ 100.00$ 1,800.00$ 700.00$ 12,600.00$ 250.00$ 4,500.00$ BID TABULATION 2026 WATER MAIN IMPROVEMENTS UNITED CITY OF YORKVILLE D. Construction, Inc.H. Linden & Sons Performance Const. & Eng., LLC J. Congdon Sewer Service, Inc.J & S Const. Sewer & Water Inc ENGINEER'S ESTIMATE 52 Wheeler Road Sugar Grove, IL 60554 Sewer and Water, Inc. 722 E. South St., Unit D Plano, IL-60545 P.O. Box 760 Oswego, IL-60543 217 W. John Street Plano, IL-60545 170-A Alexandra Way Carol Stream, IL-60188 Naperville, IL 60564 Coal City, IL-60416 Winninger Excavating, Inc. 8845 Schoger Drive 1488 S. Broadway ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BID TABULATION BIDS RECD 2/9/2026 ITEM UNIT UNIT UNIT UNIT UNIT UNIT UNIT NO.DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT BID TABULATION 2026 WATER MAIN IMPROVEMENTS UNITED CITY OF YORKVILLE D. Construction, Inc.H. Linden & Sons Performance Const. & Eng., LLC J. Congdon Sewer Service, Inc.J & S Const. Sewer & Water Inc ENGINEER'S ESTIMATE 52 Wheeler Road Sugar Grove, IL 60554 Sewer and Water, Inc. 722 E. South St., Unit D Plano, IL-60545 P.O. Box 760 Oswego, IL-60543 217 W. John Street Plano, IL-60545 170-A Alexandra Way Carol Stream, IL-60188 Naperville, IL 60564 Coal City, IL-60416 Winninger Excavating, Inc. 8845 Schoger Drive 1488 S. Broadway 36 VALVE BOX TO BE REMOVED EACH 3 110.00$ 330.00$ 500.00$ 1,500.00$ 50.00$ 150.00$ 120.00$ 360.00$ 100.00$ 300.00$ 3,100.00$ 9,300.00$ 300.00$ 900.00$ 37 FIRE HYDRANT TO BE REMOVED EACH 23 750.00$ 17,250.00$ 2,500.00$ 57,500.00$ 1,000.00$ 23,000.00$ 725.00$ 16,675.00$ 350.00$ 8,050.00$ 2,150.00$ 49,450.00$ 1,000.00$ 23,000.00$ 38 SANITARY SEWER SERVICE REPAIR, PVC SDR-26, D-2241, 6-INCH EACH 10 900.00$ 9,000.00$ 2,500.00$ 25,000.00$ 700.00$ 7,000.00$ 600.00$ 6,000.00$ 250.00$ 2,500.00$ 1,350.00$ 13,500.00$ 1,000.00$ 10,000.00$ 39 INLET PROTECTION EACH 31 50.00$ 1,550.00$ 220.00$ 6,820.00$ 180.00$ 5,580.00$ 240.00$ 7,440.00$ 50.00$ 1,550.00$ 380.00$ 11,780.00$ 150.00$ 4,650.00$ 40 WATER MAIN TESTING - PRESSURE AND DISINFECTION LSUM 1 30,000.00$ 30,000.00$ 0.01$ 0.01$ 10,000.00$ 10,000.00$ 30,500.00$ 30,500.00$ 5,000.00$ 5,000.00$ 65,000.00$ 65,000.00$ 25,000.00$ 25,000.00$ 41 GEOTECHNICAL FABRIC FOR GROUND STABILIZATION SQYD 1,500 2.00$ 3,000.00$ 3.00$ 4,500.00$ 3.00$ 4,500.00$ 5.00$ 7,500.00$ 6.00$ 9,000.00$ 2.20$ 3,300.00$ 3.00$ 4,500.00$ 42 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIALS CUYD 500 25.00$ 12,500.00$ 30.00$ 15,000.00$ 35.00$ 17,500.00$ 53.00$ 26,500.00$ 68.00$ 34,000.00$ 68.00$ 34,000.00$ 45.00$ 22,500.00$ 43 AGGREGATE SUBGRADE IMPROVEMENT CUYD 500 50.00$ 25,000.00$ 60.00$ 30,000.00$ 35.00$ 17,500.00$ 65.00$ 32,500.00$ 28.00$ 14,000.00$ 78.00$ 39,000.00$ 45.00$ 22,500.00$ 44 PREPARATION OF BASE SQYD 25,535 0.60$ 15,321.00$ 2.00$ 51,070.00$ 1.00$ 25,535.00$ 0.50$ 12,767.50$ 5.00$ 127,675.00$ 0.56$ 14,299.60$ 1.00$ 25,535.00$ 45 HOT-MIX ASPHALT SURFACE REMOVAL, 2"SQYD 18,855 2.00$ 37,710.00$ 3.20$ 60,336.00$ 3.00$ 56,565.00$ 2.75$ 51,851.25$ 3.50$ 65,992.50$ 3.10$ 58,450.50$ 3.00$ 56,565.00$ 46 HOT-MIX ASPHALT SURFACE REMOVAL, 4"SQYD 12,900 4.50$ 58,050.00$ 5.40$ 69,660.00$ 5.00$ 64,500.00$ 4.50$ 58,050.00$ 5.50$ 70,950.00$ 5.10$ 65,790.00$ 5.00$ 64,500.00$ 47 HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT SQYD 602 25.00$ 15,050.00$ 20.00$ 12,040.00$ 23.00$ 13,846.00$ 21.00$ 12,642.00$ 10.00$ 6,020.00$ 23.50$ 14,147.00$ 20.00$ 12,040.00$ 48 HOT-MIX ASPHALT PAVEMENT REMOVAL - FULL DEPTH WATER MAIN TRENCH SQYD 6,950 3.60$ 25,020.00$ 14.00$ 97,300.00$ 4.00$ 27,800.00$ 3.55$ 24,672.50$ 5.00$ 34,750.00$ 10.50$ 72,975.00$ 5.00$ 34,750.00$ 49 ROADWAY EDGE SEALING FOOT 9,700 1.00$ 9,700.00$ 3.00$ 29,100.00$ 1.00$ 9,700.00$ 0.85$ 8,245.00$ 5.00$ 48,500.00$ 0.95$ 9,215.00$ 2.00$ 19,400.00$ 50 BITUMINOUS MATERIALS (TACK COAT)POUND 12,900 0.01$ 129.00$ 0.01$ 129.00$ 0.01$ 129.00$ 0.01$ 129.00$ 0.50$ 6,450.00$ 0.01$ 129.00$ 0.10$ 1,290.00$ 51 HOT-MIX ASPHALT BINDER COURSE, IL-19, N50 TON 1,855 90.00$ 166,950.00$ 90.00$ 166,950.00$ 93.00$ 172,515.00$ 85.00$ 157,675.00$ 90.00$ 166,950.00$ 96.00$ 178,080.00$ 85.00$ 157,675.00$ 52 HOT-MIX ASPHALT SURFACE COURSE, MIX 'D', N50 TON 3,130 93.00$ 291,090.00$ 93.00$ 291,090.00$ 97.00$ 303,610.00$ 89.00$ 278,570.00$ 95.00$ 297,350.00$ 100.00$ 313,000.00$ 90.00$ 281,700.00$ 53 CLASS D PATCHING, 4"SQYD 5,225 36.00$ 188,100.00$ 45.00$ 235,125.00$ 48.00$ 250,800.00$ 38.00$ 198,550.00$ 40.00$ 209,000.00$ 43.00$ 224,675.00$ 45.00$ 235,125.00$ 54 CLASS D PATCHING, 6"SQYD 1,531 50.00$ 76,550.00$ 68.00$ 104,108.00$ 61.00$ 93,391.00$ 51.00$ 78,081.00$ 55.00$ 84,205.00$ 57.50$ 88,032.50$ 55.00$ 84,205.00$ 55 PORTLAND CEMENT CONCRETE PAVEMENT REMOVAL AND REPLACEMENT SQYD 210 77.00$ 16,170.00$ 120.00$ 25,200.00$ 155.00$ 32,550.00$ 140.00$ 29,400.00$ 198.00$ 41,580.00$ 170.00$ 35,700.00$ 250.00$ 52,500.00$ 56 PORTLAND CEMENT CONCRETE SIDEWALK REMOVAL AND REPLACEMENT SQFT 5,825 13.00$ 75,725.00$ 15.00$ 87,375.00$ 15.00$ 87,375.00$ 13.00$ 75,725.00$ 15.00$ 87,375.00$ 17.00$ 99,025.00$ 15.00$ 87,375.00$ 57 COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT FOOT 1,215 54.00$ 65,610.00$ 50.00$ 60,750.00$ 62.00$ 75,330.00$ 56.00$ 68,040.00$ 55.00$ 66,825.00$ 82.00$ 99,630.00$ 50.00$ 60,750.00$ 58 COMBINATION CONCRETE CURB AND GUTTER REMOVAL FOOT 2,130 7.60$ 16,188.00$ 10.00$ 21,300.00$ 12.00$ 25,560.00$ 10.25$ 21,832.50$ 12.00$ 25,560.00$ 11.50$ 24,495.00$ 5.00$ 10,650.00$ 59 COMBINATION CONCRETE CURB AND GUTTER REPLACEMENT B4.12 FOOT 2,130 42.00$ 89,460.00$ 40.00$ 85,200.00$ 35.00$ 74,550.00$ 28.50$ 60,705.00$ 45.00$ 95,850.00$ 35.00$ 74,550.00$ 40.00$ 85,200.00$ 60 SANITARY MANHOLE TO BE ADJUSTED EACH 20 1,150.00$ 23,000.00$ 1,600.00$ 32,000.00$ 1,500.00$ 30,000.00$ 2,100.00$ 42,000.00$ 1,050.00$ 21,000.00$ 1,500.00$ 30,000.00$ 1,000.00$ 20,000.00$ 61 MANHOLE TO BE ADJUSTED EACH 5 750.00$ 3,750.00$ 900.00$ 4,500.00$ 500.00$ 2,500.00$ 2,400.00$ 12,000.00$ 920.00$ 4,600.00$ 1,450.00$ 7,250.00$ 500.00$ 2,500.00$ 62 INLET TO BE ADJUSTED EACH 20 650.00$ 13,000.00$ 900.00$ 18,000.00$ 500.00$ 10,000.00$ 1,300.00$ 26,000.00$ 890.00$ 17,800.00$ 775.00$ 15,500.00$ 550.00$ 11,000.00$ 63 VALVE BOX TO BE ADJUSTED EACH 6 170.00$ 1,020.00$ 500.00$ 3,000.00$ 100.00$ 600.00$ 500.00$ 3,000.00$ 550.00$ 3,300.00$ 515.00$ 3,090.00$ 300.00$ 1,800.00$ 64 HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT SQYD 723 51.00$ 36,873.00$ 40.00$ 28,920.00$ 49.00$ 35,427.00$ 44.00$ 31,812.00$ 45.00$ 32,535.00$ 33.00$ 23,859.00$ 45.00$ 32,535.00$ 65 PORTLAND CEMENT CONCRETE DRIVEWAY REMOVAL AND REPLACEMENT SQYD 471 135.00$ 63,585.00$ 90.00$ 42,390.00$ 130.00$ 61,230.00$ 120.00$ 56,520.00$ 153.00$ 72,063.00$ 135.00$ 63,585.00$ 100.00$ 47,100.00$ 66 AGGREGATE BASE COURSE TYPE B TON 75 62.00$ 4,650.00$ 40.00$ 3,000.00$ 58.00$ 4,350.00$ 53.00$ 3,975.00$ 45.00$ 3,375.00$ 59.00$ 4,425.00$ 100.00$ 7,500.00$ 67 DETECTABLE WARNING SQFT 105 35.00$ 3,675.00$ 40.00$ 4,200.00$ 45.00$ 4,725.00$ 34.00$ 3,570.00$ 40.00$ 4,200.00$ 38.00$ 3,990.00$ 35.00$ 3,675.00$ 68 MAILBOX TO BE REMOVED AND RESET EACH 60 250.00$ 15,000.00$ 200.00$ 12,000.00$ 100.00$ 6,000.00$ 150.00$ 9,000.00$ 250.00$ 15,000.00$ 172.00$ 10,320.00$ 250.00$ 15,000.00$ 69 SIGN TO BE REMOVED AND RESET EACH 10 300.00$ 3,000.00$ 500.00$ 5,000.00$ 100.00$ 1,000.00$ 130.00$ 1,300.00$ 250.00$ 2,500.00$ 172.00$ 1,720.00$ 300.00$ 3,000.00$ 70 BRICK PAVER REMOVAL AND RESET SQYD 15 300.00$ 4,500.00$ 100.00$ 1,500.00$ 100.00$ 1,500.00$ 195.00$ 2,925.00$ 20.00$ 300.00$ 197.00$ 2,955.00$ 60.00$ 900.00$ ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BID TABULATION BIDS RECD 2/9/2026 ITEM UNIT UNIT UNIT UNIT UNIT UNIT UNIT NO.DESCRIPTION UNIT QUANTITY PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT PRICE AMOUNT BID TABULATION 2026 WATER MAIN IMPROVEMENTS UNITED CITY OF YORKVILLE D. Construction, Inc.H. Linden & Sons Performance Const. & Eng., LLC J. Congdon Sewer Service, Inc.J & S Const. Sewer & Water Inc ENGINEER'S ESTIMATE 52 Wheeler Road Sugar Grove, IL 60554 Sewer and Water, Inc. 722 E. South St., Unit D Plano, IL-60545 P.O. Box 760 Oswego, IL-60543 217 W. John Street Plano, IL-60545 170-A Alexandra Way Carol Stream, IL-60188 Naperville, IL 60564 Coal City, IL-60416 Winninger Excavating, Inc. 8845 Schoger Drive 1488 S. Broadway 71 LANDSCAPING TO BE REMOVED AND RESET EACH 11 300.00$ 3,300.00$ 1,000.00$ 11,000.00$ 600.00$ 6,600.00$ 275.00$ 3,025.00$ 500.00$ 5,500.00$ 280.00$ 3,080.00$ 600.00$ 6,600.00$ 72 CHAINLINK FENCE TO BE REMOVED AND RESET FOOT 20 100.00$ 2,000.00$ 100.00$ 2,000.00$ 100.00$ 2,000.00$ 50.00$ 1,000.00$ 50.00$ 1,000.00$ 103.00$ 2,060.00$ 300.00$ 6,000.00$ 73 RESTORATION SQYD 9,775 7.00$ 68,425.00$ 12.00$ 117,300.00$ 12.00$ 117,300.00$ 13.00$ 127,075.00$ 16.00$ 156,400.00$ 13.25$ 129,518.75$ 12.00$ 117,300.00$ 74 THERMOPLASTIC PAVEMENT MARKING - LINE 24" - WHITE FOOT 130 12.00$ 1,560.00$ 20.00$ 2,600.00$ 10.00$ 1,300.00$ 11.00$ 1,430.00$ 11.00$ 1,430.00$ 13.25$ 1,722.50$ 15.00$ 1,950.00$ 75 THERMOPLASTIC PAVEMENT MARKING - LINE 6" - WHITE FOOT 545 3.00$ 1,635.00$ 10.00$ 5,450.00$ 8.00$ 4,360.00$ 7.25$ 3,951.25$ 7.25$ 3,951.25$ 10.00$ 5,450.00$ 10.00$ 5,450.00$ 76 PAINT PAVEMENT MARKING - LINE 6" - YELLOW FOOT 1,160 3.00$ 3,480.00$ 6.00$ 6,960.00$ 4.00$ 4,640.00$ 2.10$ 2,436.00$ 2.10$ 2,436.00$ 1.55$ 1,798.00$ 8.00$ 9,280.00$ 77 TRAFFIC CONTROL AND PROTECTION LSUM 1 342,500.00$ 342,500.00$ 102,677.00$ 102,677.00$ 450,000.00$ 450,000.00$ 136,742.00$ 136,742.00$ 668,000.00$ 668,000.00$ 60,000.00$ 60,000.00$ 85,000.00$ 85,000.00$ 78 FRAMES AND LIDS, TYPE 1, CLOSED LID EACH 1 1,000.00$ 1,000.00$ 600.00$ 600.00$ 500.00$ 500.00$ 500.00$ 500.00$ 500.00$ 500.00$ 2,200.00$ 2,200.00$ 750.00$ 750.00$ TOTAL (Items 1 - 78)5,258,408.00$ 5,338,044.01$ 5,611,740.00$ 5,858,777.00$ 6,130,593.43$ 6,348,534.85$ 5,282,400.00$ % BELOW/ABOVE ENGINEER'S ESTIMATE -0.5%1.1%6.2%10.9%16.1%20.2% Highlighted box indicates updated total from bid. ENGINEERING ENTERPRISES, INC. 52 WHEELER ROAD, SUGAR GROVE, ILLINOIS BridgeFox Veterans Spring Main MillTum a River Van Emmon Park C e n t e r McHughCannonball Somonauk Countryside BenjaminTeriOrangeState OmahaKen d a l l Game FarmHear t l a n d FreemontHaydenElm Walnut KingJohn LibertyWackerEdwardHeustisWashington Sc h o o l h o u s e JacksonSunset BristolBruellKennedy MarketviewMorganQuinsey Kate ChurchAdrianGraceH o m e s t e a d Colonial Pleasure Madison ColtonLeisure W h i t e O a k Blaine Landmark Clear w a t e r WalshConover Hillcrest DeerElizabeth Birchw o o dTaus Norway CrimsonErica Arrowh e a d Wild IndigoGawne A cornNorthlandD e e r p a t h Illini Ridge Olsen Georgeanna W Kendall D r Walter OakMartin Strawberr y Fir WoodworthDickson Prairie Pointe Hydraulic TowerSandersOakwoodDydynaPalmerC o d y JohnsonMulhern BatorT om a s i kPowersBeecher Appletree WellsHaley Hydraulic McHughParkMainMcHughPark MorganRidge Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 Legend Water Main Diameter 3" WATER MAIN AND SMALLER 4" WATER MAIN 6" WATER MAN 8" WATER MAIN 10" WATER MAIN 12" WATER MAIN 16" WATER MAIN UNKNOWN WATER MAIN 2026 Water Main Replacement Road Resurfacing Only www.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: JANUARY 2026 YO2509 YO2509_2025 Water Main Replacement & Resurfacing.aprx H:\GIS\PUBLIC\YORKVILLE\2025\ MJT ³ 3,000 01,500 Feet LOCATION MAP 2026 WATER MAIN IMPROVEMENTS 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number New Business #8 Tracking Number PW 2026-25 2026 Water Main Replacement Construction Engineering Agreement Public Works Committee – February 17, 2026 Majority Approval EEI proposing a construction engineering agreement for the 2026 water main Replacement. Eric Dhuse Public Works Name Department Summary A proposed construction engineering agreement from EEI for the 2026 Water Main Replacement Program. Background In an ongoing effort to reduce our non-revenue water loss to under 10% as required by our Lake Michigan water allocation, we are continuing to replace older, cast iron water main that is prone to water main breaks and leaks. This will be the third year of aggressively replacing water main throughout town. The proposed areas of replacement include Adrian, Blaine, Illini, Walter, Olsen, and E. Ridge. In addition, we will be replacing the rear yard mains in Countryside and replacing a main that runs from Rt. 47 to the Penny Lane Apartments. The Penny Lane water main will also be tied into Colonial Parkway instead of being a very long dead end, which it is now. The design for this project was approved in March of 2025 and is now complete. Bids are being opened on 2/9 and the contract award will also be on the PW committee agenda in February for recommendation to the City Council. EEI is proposing an hourly rate contract for construction engineering services, estimated at $397,830 with an additional $21,665 estimated for direct expenses. Currently, there is $425,000 budgeted for this service in the approved FY26 budget. Recommendation Staff recommends approval of this contract. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: February 9, 2026 Subject: 2026 Water Main Repl. Construction Engineering Proposal Resolution No. 2026-____ Page 1 Resolution No. 2026-_____ 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 replace water mains, as well as roadway resurfacing, sidewalk, curb, and gutter improvements, located along Naden Court, Blackberry Lane, Dickson Court, Palmer Court, Countryside Parkway, E. Ridge Street, Fox Road, Washington Street, Olsen street, Walter Street, Illini Drive, and Mill Street (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. Resolution No. 2026-____ Page 2 Section 2. The Mayor and City Clerk are hereby authorized to execute an Agreement for Professional Services – 2026 Water Main Improvements – 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. 2026. ______________________________ 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. 2026. ______________________________ MAYOR Attest: ___________________________________ City Clerk UNITED CITY OF YORKVILLE, IL 2026 WATER MAIN IMPROVEMENTS PAGE 1 Agreement for Professional Services 2026 Water Main Improvements 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: The ENGINEER shall furnish the necessary personnel, materials, equipment and expertise to make the necessary investigations, analysis and calculations along with exhibits, cost estimates and narrative, to complete all necessary engineering services to the City as indicated on the included Attachment A. Construction engineering will be provided for approximately 475 linear feet of 6-inch, 8,520 linear feet of 8-inch and 2,440 linear feet of 12- inch ductile iron water main and related appurtenances, as well as road way resurfacing, sidewalk, and curb and gutter improvements along Naden Court, Blackberry Lane, Dickson Court, Palmer Court, Countryside Parkway, E. Ridge Street, Fox Road, Washington Street, Olsen street, Walter Street, Illini Drive, and Mill Street. (See Attachment E for project limits). Engineering will be in accordance with all City, Standard Specifications for Water and Sewer Construction in Illinois, Illinois Department of Transportation, and Illinois Environmental Protection Agency 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 performed to be performed herein, an amount based on the Estimate of Level of Effort and Associated Cost included in Attachment C. Construction Engineering will be paid for Hourly (HR) at the actual rates for services to be performed, currently estimated at $397,830. Direct expenses are estimated at $21,655. The hourly rates for this project are shown in the attached 2025 Standard Schedule of Charges (Attachment F). All payments will be made according to the Illinois State Prompt Payment Act and not less than once every 30 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 UNITED CITY OF YORKVILLE, IL 2026 WATER MAIN IMPROVEMENTS PAGE 2 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 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). UNITED CITY OF YORKVILLE, IL 2026 WATER MAIN IMPROVEMENTS PAGE 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. 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 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 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 UNITED CITY OF YORKVILLE, IL 2026 WATER MAIN IMPROVEMENTS PAGE 4 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 (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 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 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 contractor 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: UNITED CITY OF YORKVILLE, IL 2026 WATER MAIN IMPROVEMENTS PAGE 5 Attachment A: Standard Terms and Conditions Attachment B: Scope of Services Attachment C: Estimated Level of Effort and Associated Cost Attachment D: Location Exhibit Attachment E: Anticipated Project Schedule Attachment F: Standard Schedule of Charges Attachment G: EPA Certification of Debarment, Suspension, and Other Responsibility Matters Attachment H: IEPA Professional Services Contract Clauses Attachment I: WIFIA Professional Services 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 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 _________, 2026. United City of Yorkville: Engineering Enterprises, Inc.: _________________________________ ________________________________ John Purcell Brad Sanderson, P.E. Mayor Chief Operating Officer / President _________________________________ ________________________________ Jori Contrino Angie Smith City Clerk Dir. of Marketing & Bus. Development ENGINEERING ENTERPRISES, INC. FEBRUARY 2026 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. FEBRUARY 2026 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 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 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 2026 WATER MAIN IMPROVEMENTS PAGE 1 2026 Water Main Improvements United City of Yorkville, IL Professional Services Agreement - Construction Engineering Attachment B – Scope of Services The United City of Yorkville intends to install approximately 475 linear feet of 6-inch, 8,520 linear feet of 8-inch and 2,440 linear feet of 12-inch ductile iron water main and related appurtenances, as well as roadway resurfacing, sidewalk, and curb and gutter improvements along Naden Court, Blackberry Lane, Dickson Court, Palmer Court, Countryside Parkway, E. Ridge Street, Fox Road, Washington Street, Olsen street, Walter Street, Illini Drive, and Mill Street. CONSTRUCTION ENGINEERING – 2026 WATER MAIN IMPROVEMENTS 3.1 Construction Administration x Prepare for, Attend and Facilitate the Preconstruction Meeting with the Contractor Including Preparation of Meeting Minutes x Shop Drawing Review x Prepare and Handout Construction Notice Flyers to Residents Including Temporary Water Loss Notices x Coordinate with City Services (Garbage, Mail, Etc.) x Review Engineering Plans, Specifications and Prepare Field Book x Prepare Pay Estimates and Change Orders x Gather Invoices and Waivers of Lien x Provide Weekly Updates to City or as Required Based on Onsite Activities x Ensure Proper Documentation and Execution of WIFIA and SRF Loan Documents 3.2 Construction Layout and Record Drawings x Stake Proposed Water Main x Perform Post Construction Field Survey for Record Drawings x Prepare and Review Record Drawings 3.3 Construction Observation and Documentation x Review Staked Water Main x Take Pre-Construction Videos and Photos of Pre-Existing Conditions x Provide Resident Engineer Services for Construction x Coordinate Any Required Testing on Behalf of the City and Review Test Reports x Provide Quantity Tracking, Documentation and Daily Field Reports x Perform Punch Walks, Prepare Punch List Letters and Provide Follow Up Inspections and Recommend Acceptance When Appropriate (2 Each) x Prepare Project Closeout Paperwork The following scope of services will be provided by EEI’s Subconsultant when selected: x Material Testing for Quality Assurance The above scope for “2026 Water Main Improvements” 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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ridgeFox Veterans Spring Main MillTum a River Van Emmon Park C e n t e r McHughCannonball Somonauk Countryside BenjaminTeriOrangeState OmahaKen d a l l Game FarmHear t l a n d FreemontHaydenElm Walnut KingJohn LibertyWackerEdwardHeustisWashington Sc h o o l h o u s e JacksonSunset BristolBruellKennedy MarketviewMorganQuinsey Kate ChurchAdrianGraceH o m e s tea d Colonial Pleasure Madison ColtonLeisure Whi t e O a k Blaine Landmark Clear w a t e r WalshConover Hillcrest DeerElizabeth Birchw oodTaus Norway CrimsonErica Arrowh e a d Wild IndigoGawne A cornNorthlandD e e r p a t h Illini Ridge Olsen Georgeanna W Kendall D r Walter OakMartin Strawberr y Fir WoodworthDickson Prairie Poin t e Hydraulic TowerSandersOakwoodDydynaPalmerC o d y JohnsonMulhern BatorT om a s i kPowersBeecher Appletree WellsHaley Hydraulic McHughParkMainMcHughPark MorganRidge Engineering Enterprises, Inc. :KHHOHU5RDG 6XJDU*URYH,OOLQRLV Legend :DWHU0DLQ 'LDPHWHU :$7(50$,1$1'60$//(5 :$7(50$,1 :$7(50$1 :$7(50$,1 :$7(50$,1 :$7(50$,1 :$7(50$,1 81.12:1:$7(50$,1 :DWHU0DLQ5HSODFHPHQW 5RDG5HVXUIDFLQJ2QO\ ZZZHHLZHEFRP '$7( 352-(&712 ),/( 3$7+ %< -$18$5< <2 <2 B:DWHU0DLQ5HSODFHPHQW 5HVXUIDFLQJDSU[ + ?*,6?38%/,&?<25.9,//(?? 0-7 o )HHW $77$&+0(17' :$7(50$,1 IMPROVEMENTS ATTACHMENT E: ESTIMATED SCHEDULECLIENT PROJECT NUMBERUnited City of YorkvilleYO2509-PPROJECT TITLEDATE PREPARED BY2026 Water Main ImprovementsAMNJUNE JULY AUG SEPT OCT NOV DEC JAN FEB MAR APRIL MAYCONSTRUCTION ENGINEERING3.1 Contract Administration3.2 Construction Layout and Record Drawings3.3 Observation and Documentation 52 Wheeler Road, Sugar Grove, IL 60554 Tel: 630.466.6700 Fax: 630.466.6701 www.eeiweb.com1/29/262026 2027TASK NO.TASK DESCRIPTION EEEENNNNNGGGGGIIINNNNNEEEEEEEERRRRRIIINNNNNGGGGG EEEEENNNNNTTTTTEEEERRRRRPPPPPRRRRRIIIISSSSSEEEESSSSS,,,,, IIIINNNNNCCCCC..... 5252525252 WWWWWheheheheheeleleleleererererer RRRRRoaoaoaoaoad,d,d,d,d,SSSSSugugugugugararararar GGGGGrororororoveveveveve,,,,,ILILILL 6666605050505055454545454 PhPhPhPhPh:::::63636363630.0.0.0.0.46464646466.6.6.6.6.67676767670000000000 •••••FxFxFxFxFx:::::63636363630.0.0.0.0 46464646466.6.6.6.6.67676767670101010101 wwwwwwwwwww.w.w.w.w.eeeeeeeeeeiwiwiwiwiwebebebebeb.c.c.c.c.comomomomom OOOOOUUUUUTTTSSSSSTTTTTAAAAANNNNNDDDDDINNNNNGGGGG SSSSSEEEEERRRRRVVVVVIIIIICCCCCEEEEE ••••• EEEEEVVVVVEEEERRRRRYYYYY CCCCCLLLLIIIIEEEENNNNNTTT ••••• EEEEEVVVVVEEEERRRRRYYYYY DDDDDAAAAAYYYYY 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 ^ per day charges capped at the current IDOT daily rate 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: (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any Federal department or agency; (b) Have not within a three year period preceding this proposal been convicted of or had 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; (c) Are not presently indicted for or otherwise 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 (d) Have not within a three-year period preceding this application/proposal had one or 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) (3$3URMHFW&RQWURO1XPEHU L17-6790 Kyle D. Welte - Project Manager ATTACHMENT H 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 I SUPPLEMENTARY 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number New Business #9 Tracking Number PW 2026-26 Fox Hill and Sunflower Mowing and Maintenance SSA area RFP Public Works Committee – February 17, 2026 None Informational Informing city council that we are going out for bid for a 3 year contract for Mowing and maintenance of the SSA areas of Fox Hill and Sunflower Eric Dhuse Public Works Name Department Summary Our current contract will be expiring on April 30, 2026. We are posting a new Invitations to Bid for the upcoming 3 years. The bids will be opened towards the end of March for City Council approval in April. Background Every 3 years, the city goes out to bid for the mowing and maintenance of the Fox Hill and Sunflower SSA areas. The last time we went to bid, Cox Landscaping was the lowest responsible bidder. With the rising cost of everything, I expect that the mowing and maintenance costs will increase as well. The cost per acre for mowing last year was $60/acre, I can easily see this increasing 15%-20% for this upcoming year. This would put the price per acre at $69-$72/acre. The Fox Hill SSA was started in 2004 and the Sunflower Estates SSA was started in 2007. In both cases, the HOA did not form when the subdivisions were at a point where the developer turns over the maintenance to the HOA. The city stepped in and created back up SSA’s for the maintenance of the common areas. Since that time, the city has managed these subdivision open areas to maintain entry ways, boulevards, trails, and ponds. Below is a breakdown of each subdivisions work items that are contemplated each year before submitting the levy to the county. Fox Hill Mowing – approximately 5 acres of turf grass, mainly adjacent to the trail system that runs throughout the single family portion only, of this development. Mowing also includes mechanical string trimming of all trees and the asphalt trail. We also provide fertilization and weed control for all turf grass areas. Trimming along private fences is NOT included in mowing, all fences are maintained privately. We have seen a dramatic increase in mowing and general maintenance costs over the last contract. Tree trimming – Fox Hill was constructed from the mid 90’s through the mid 00’s, so the trees are mature and need trimming from time to time. We have increased our trimming program as the trees have matured. We now also have trees that are dying and trees that have roots that are buckling the trail system. We are addressing them as needed. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: February 9, 2026 Subject: Fox Hill and Sunflower SSA Mowing and Maintenance Contract General maintenance – This is for areas that may have grass die back, erosion, graffiti, or other items that are not specifically covered. We have our mowing contractor supply us with hourly wages in the contract, so the costs are known. Sign Maintenance – There was an entry sign to the subdivision at the corner of Diehl Farm Rd. and Rt. 34 before the widening of Rt. 34 occurred. IDOT paid the city $23,000 for the right to remove the sign and widen the highway. This money is still in the account to replace the sign. We have now found a spot for the sign on Sycamore Rd. near the intersection with Rt. 34. We hope to get a design approved and the sign installed in FY27. Trail maintenance – Fox Hill had been constructed for quite some time before the city took over administration and maintenance of the common areas. When we took over, the trails needed work and have been patched and sealed three times under our supervision. When the trails were crack filled and sealed last year, the PW department performed the work and billed the SSA. Sunflower Estates Mowing – approximately 5 acres of turf grass. The areas consist of the entrances and around the three storm water basins. This also mechanical string trimming of all landscape areas and sidewalk. Fertilization and weed control are also provided for all turf grass areas. Tree trimming – Sunflower has many mature trees at both entrances and along the parkway of the north stormwater basin. These trees must be trimmed from time to time. We significantly trimmed and removed trees at the north entry two years ago and we had the south entrance thinned out and new trees replanted along the east parkway. General maintenance – this is for areas that may have grass die back, erosion, graffiti, or other items that are not specifically covered. Landscape plantings are also contemplated in this area. Sunflower has perennials near the entrance signs that need replacement from time to time. We have our mowing contractor supply us with hourly wages in the contract, so the costs are known. Pond Maintenance – Sunflower has three stormwater basins. This has been the largest expense for this SSA area. Some years ago, it was decided to naturalize these basins to ensure proper function and to avoid dredging the pond bottoms due to silting. Instead of raising the levy to a very high amount, the city paid for the naturalization and the SSA area is repaying the city over time. This will increase the levy gradually instead of a sudden increase to the residents. To maintain these basins, it is necessary for us to perform a controlled burn in the early spring. From there, we will be able to assess the overall health of the area and decide if we need to add more plants or leave everything as it is. Sign Maintenance – we contemplate any repairs, maintenance, or replacement of the entryway signs to the subdivision. Recommendation This is an informational item. Staff will bring back the bid results in April for committee review and council action. 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number New Business #10 Tracking Number PW 2026-27 Leaf Disposal RFP Public Works Committee – February 17, 2026 None Informational Informing the committee that we are going out to bid for a 3 year leaf disposal Contract. Eric Dhuse Public Works Name Department Summary The City will be soliciting proposals for leaf disposal in the near future. The request for proposal will go out sometime later in the month with the bid opening towards the end of March, and City Council vote in April. Background The City has completed another 3-year leaf disposal contract. For the past decade or so, we have used 3-year contracts to keep some continuity, and to try and provide the best price for the City. In the contract that was just completed, our price for disposal was a constant $4.00/per cubic yard of leaves. I fully expect that this price will increase, possibly substantially, due to the rising prices of fuel, machinery, and labor. I would estimate that the price for the upcoming contract would be $5.00/cubic yard or more. If we use this past year as our example, it will cost us an extra $2155 per year if the price increases to $5.00/cubic yard. Granted, last year was our largest amount of leaves, but I fully expect that number to continually increase as many of our trees mature and we continue to plant parkway trees. Currently, we are using our leaf vacuum and our leaf chopper on the trackless utility machine to pick up the leaves. Our leaf vacuum is 24 years old, but still going strong. With the cost of a new leaf vacuum over $150,000 we are going to use our current machine for as long as possible. Adding the leaf chopper on the trackless machine has made our operation much more efficient because we can send multiple crews out and continually pick up leaves. PW employees built wooden enclosures for a few of our dump trucks to make sure we keep the leaf chopper working while other trucks are going to dump off their load. With such a short window to pick up leaves, we need to make sure that we are being as efficient as possible. Recommendation This is an informational item. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, City Administrator Date: February 10, 2026 Subject: Leaf Disposal RFP 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 Economic Development Police Public Works Parks and Recreation Agenda Item Number New Business #11 Tracking Number PW 2026-28 Boombah Boulevard and Commercial Drive Traffic Control Study – Discussion Public Works Committee – February 17, 2026 None Informational Please see the attached memo. A discussion will take place. Bart Olson Administration Name Department As requested, we investigated the need for traffic control at the intersection of Boombah Boulevard and Commercial Drive. The study examined the need for a yield or stop sign on Commercial Drive. The study also examined the need for a multi-way stop at this intersection. This intersection was previously examined in May 2025 and met no warrants for traffic control. Our findings for these intersections were as follows: o Both Boombah Boulevard and Commercial Drive streets are designated as local roads. o The T-intersection currently has no traffic control devices in place. o The posted speed limit on both streets is 30 mph. o No posted parking restrictions are in place along any legs of the intersection. o Sufficient intersection sight distance as defined in the Illinois Department of Transportation’s (IDOT) Bureau of Local Roads and Streets (BLRS) Manual was observed at the intersection of Boombah Boulevard and Commercial Drive for all uncontrolled approaches. o The United City of Yorkville Police Department reported zero accidents within the last 36 months at the intersection. There have been two accidents since 2021 along Boombah Boulevard; however, neither were at this intersection nor would the accidents have been prevented by the installation of yield or stop sign on any legs of this intersection. o The observed bi-directional vehicle, bicycle, and pedestrian peak hour volume entering the intersection exceeded the maximum allowed for the installation of a yield sign on Commercial Drive. o The observed bi-directional vehicle, bicycle, and pedestrian volume entering the intersection was less than that required for the 8-hour, multi-way stop sign warrant. Currently, no legs of the Boombah Boulevard and Commercial Drive intersection appear to warrant the installation of new traffic control devices. 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 and the May 2025 study at this intersection. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Contrino, City Clerk James Jensen, Chief of Police Date: January 28, 2026 Subject: Boombah Boulevard and Commercial Drive Traffic Control Study Page 1 INTERSECTION EXHIBITS Page 2 © Engineering Enterprises, Inc.11EXISTING TRAFFIC CONTROL INTERSECTION #1 BOOMBAH BOULEVARD 2026 TRAFFIC CONTROL STUDYUNITED CITY OF YORKVILLEFONTANA DRSHADOW WOOD DRCALEDONIA DRBOOMBAH BLVDCOMMERCIAL DRLONGVIEW DR GABRIEL DR SYMBOL LEGEND ILLINOIS 47 \ N BRIDGE STSTOP1 SIGN LEGEND YIELD21111111222Page 3 INTERSECTION #1 BOOMBAH BLVD & COMMERCIAL DR Page 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. 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: 1/27/2026 Senior Project Engineer I Title By: Date: Title 10/11/2024Updated: 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 MINOR ROAD YIELD SIGN(S) PRELIMINARY ENGINEERING EVALUATION* Location: Boombah Boulevard and Commercial Drive (#1) Intersection sight distance is adequate on the approaches to be controlled by YIELD signs (BLRS Figure 28-3F). 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: * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition 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 5 Location: Boombah Boulevard and Commercial Drive (#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 2-way 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: 1/27/2026 Senior Project Engineer I Title By: Date: Title Updated: 10/11/2024 * Based upon Professional Engineer's Review ** Manual on Uniform Traffic Control Devices (MUTCD) 11th Edition 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 MINOR ROAD STOP SIGN(S) 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: * 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 6 Location: Boombah Boulevard and Commercial Drive (#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 multi-way STOP signs. 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: 1/27/2026 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 SIGNS 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. * Based upon Professional Engineer's Review 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 7 Page 8 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 UNCONTROLLED INTERSECTION SIGHT ANALYSIS – BOOMBAH BOULEVARD & COMMERCIAL DRIVE COMMERCIAL DRIVE SOUTHBOUND APPROACH FACING SOUTH COMMERCIAL DRIVE SOUTHBOUND APPROACH FACING EAST Page 9 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 UNCONTROLLED INTERSECTION SIGHT ANALYSIS – BOOMBAH BOULEVARD & COMMERCIAL DRIVE COMMERCIAL DRIVE SOUTHBOUND APPROACH FACING WEST BOOMBAH BOULEVARD WESTBOUND APPROACH FACING WEST 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 UNCONTROLLED INTERSECTION SIGHT ANALYSIS – BOOMBAH BOULEVARD & COMMERCIAL DRIVE BOOMBAH BOULEVARD WESTBOUND APPROACH FACING NORTH BOOMBAH BOULEVARD EASTBOUND APPROACH FACING EAST 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 UNCONTROLLED INTERSECTION SIGHT ANALYSIS – BOOMBAH BOULEVARD & COMMERCIAL DRIVE BOOMBAH BOULEVARD EASTBOUND APPROACH FACING NORTH Page 12 UNITED CITY OF YORKVILLE CRASH REPORT CORRESPONDENCE Page 13 Gabe Braboy From:Kendall Harris <kharris@yorkville.il.us> Sent:Friday, May 16, 2025 8:55 AM To:Gabe Braboy Subject:RE: United City of Yorkville Crash Reports Attachments:22-2033_crash report.pdf EXTERNAL SENDER: This email originated outside of EEI. Do not click links, open attachments, or respond if it appears to be suspicious. Good morning, Gabe, I only have one reported crash report for Commercial and Boombah. Nothing came up for Caledonia and Boombah. I have the menƟoned report aƩached and let me know if you need anything else. 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: Friday, May 16, 2025 7:19 AM To: 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: Caledonia Drive and Boombah Boulevard Commercial Drive and Boombah Boulevard I am hoping to have this information by Wednesday, May 21st if possible. Thank you for your help, Page 14 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 15 Page 16 Page 17 Page 18 MUTCD Intersection Control Guidelines Page 19 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 20 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 21 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 22 2026 INTERSECTION STUDY MEMO Page 23 As requested, we investigated the need for traffic control at the following intersections along Boombah Boulevard: 1. Boombah Boulevard and Commercial Drive 2. Boombah Boulevard and Caledonia Drive 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 Neighborhood Posted Speed Limit is 30 mph. o No posted parking restrictions are in place along any of the legs of the intersections studied. o School buses passed both intersections; however, neither was identified as a drop-off or pick-up location. o Heavy truck traffic was observed turning to and from Commercial Drive from Boombah Boulevard. o The United City of Yorkville Police Department reported one accident within the last 36 months along Boombah Boulevard; however, it was a single-vehicle accident not susceptible to correction by the installation of a traffic control device. 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 the intersection of Boombah Boulevard and Caledonia Drive for an uncontrolled approach. A fence at the southwest corner restricts motorist’s views for safe maneuvers approaching the intersection. o The observed bi-directional vehicle, bicycle, and pedestrian volume entering both intersections was less than that required for the 8-hour, multi-way stop warrant. Our recommendations for improvements at these intersections are discussed below, and in the exhibits attached with this Memo. 1. Boombah Boulevard and Commercial Drive o Currently, no legs of the intersection appear to warrant the installation of new traffic control devices. 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: May 20, 2025 Subject: Boombah Boulevard Traffic Control Study Page 24 2. Boombah Boulevard and Caledonia Drive o Currently, the intersection of Boombah Boulevard and Caledonia Drive appears to be a good candidate for a YIELD sign. Intersection sight distance is restricted at the southwest corner. A YIELD sign should be installed at the southeast corner for northbound Boombah Boulevard traffic. 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 25