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Public Works Packet 2021 10-19-21 AGENDA PUBLIC WORKS COMMITTEE MEETING Tuesday, October 19, 2021 6:00 p.m. City Hall Conference Room 800 Game Farm Road, Yorkville, IL Citizen Comments: Minutes for Correction/Approval: September 21, 2021 New Business: 1. PW 2021-57 Water Department Reports for February – September 2021 2. PW 2021-58 Capital Improvements Summary 3. PW 2021-59 Quarterly Bond and Letter of Credit Reduction Summary 4. PW 2021-60 2022 Roads to Better Roads – Design Engineering Agreement 5. PW 2021-61 Wheel Loader Purchase 6. PW 2021-62 Cannonball Trail Improvements – Update 7. PW 2021-63 Gas N Wash Yorkville – Security Release 8. PW 2021-64 Meeting Schedule for 2022 Old Business: Additional Business: 2019/2020 City Council Goals – Public Works Committee Goal Priority Staff “Municipal Building Needs & Planning” 2 Bart Olson, Rob Fredrickson, Eric Dhuse, James Jensen, Tim Evans & Erin Willrett “Road to Better Roads Funding” 3 Bart Olson, Rob Fredrickson & Eric Dhuse “Water Planning” 6 Eric Dhuse & Brad Sanderson “School Safety (Exterior & Traffic)” 8 (tie) Eric Dhuse & James Jensen “Quiet Zones” 14 (tie) Eric Dhuse, Erin Willrett & Brad Sanderson “Route 47 Crossings” 19 Eric Dhuse & Brad Sanderson United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 www.yorkville.il.us UNITED CITY OF YORKVILLE WORKSHEET PUBLIC WORKS COMMITTEE Tuesday, October 19, 2021 6:00 PM CITY HALL CONFERENCE ROOM --------------------------------------------------------------------------------------------------------------------------------------- CITIZEN COMMENTS: --------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- MINUTES FOR CORRECTION/APPROVAL: --------------------------------------------------------------------------------------------------------------------------------------- 1. September 21, 2021 □ Approved __________ □ As presented □ With corrections --------------------------------------------------------------------------------------------------------------------------------------- NEW BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- 1. PW 2021-57 Water Department Reports for February – September 2021 □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 2. PW 2021-58 Capital Improvements Summary □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 3. PW 2021-59 Quarterly Bond and Letter of Credit Reduction Summary □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 4. PW 2021-60 2022 Roads to Better Roads – Design Engineering Agreement □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 5. PW 2021-61 Wheel Loader Purchase □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 6. PW 2021-62 Cannonball Trail Improvements – Update □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 7. PW 2021-63 Gas N Wash Yorkville – Security Release □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- 8. PW 2021-64 Meeting Schedule for 2022 □ Moved forward to CC __________ □ Approved by Committee __________ □ Bring back to Committee __________ □ Informational Item □ Notes ___________________________________________________________________________ _________________________________________________________________________________ _________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- ADDITIONAL BUSINESS: --------------------------------------------------------------------------------------------------------------------------------------- Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number Minutes Tracking Number Minutes of the Public Works Committee – September 21, 2021 Public Works Committee – October 19, 2021 Majority Committee Approval Minute Taker Name Department Page 1 of 2 DRAFT UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, September 21, 2021, 6:00pm Yorkville City Hall, Council Chambers 800 Game Farm Road In accordance with Public Act 101-0640 and Gubernatorial Disaster Proclamation issued by Governor Pritzker pursuant to the powers vested in the Governor under the Illinois Emergency Management Agency Act, the United City of Yorkville is encouraging social distancing during the pandemic by allowing remote attendance for this meeting. IN ATTENDANCE: Committee Members Chairman Matt Marek, in-person Alderman Jason Peterson, via Zoom Alderman Ken Koch, in-person Alderman Joe Plocher, in-person Other City Officials City Administrator Bart Olson, in-person Assistant City Administrator Erin Willrett, in-person Public Works Director Eric Dhuse, in-person Engineer Brad Sanderson, EEI, in-person Other Guests: none The meeting was called to order at 6:00pm by Chairman Matt Marek and he read the above proclamation from Governor Pritzker. Citizen Comments: None Previous Meeting Minutes: August 17, 2021 The minutes were approved as presented. New Business: 1. PW 2021-53 Solid Waste RFP Contract Ms. Willrett said an RFP had been drafted and it was presented for committee review. She said the previous RFP was done 5 years ago and composting and electronic recycling were added. This time hazardous household waste was added along with dumpsters for all city buildings, porta-potties, handwashing stations for special events and dumpsters for the new city building. The potential list of haulers is greatly reduced. The committee recommendation was to move this forward to the full Council and bids will be back by month's end. Mr. Olson added that staff is uncertain at this point if the haulers will pick up hazardous household waste. Page 2 of 2 2. PW 2021-54 Pavement Management Plan Update Mr. Sanderson showed a PowerPoint presentation of a proposed plan for road improvements. The plan has a $1.5 million budget which will be reviewed annually to insure funds are available. Rebuild Illinois funds may also be available. He said the worst street in the city, Baseline Road, is not included in the plan. An additional $450,000 to $650,000 would be needed for Baseline alone. Kendall County will re-design the Cannonball Rd. curve and grade and that proposal will be brought forward next month. The County hopes for a 50/50 cost split between them and Bristol township with a city portion of about $250,000. An inter-governmental agreement will also be needed between the city and township. The County is working now on the land acquisition. The overall management plan would evaluate how each street ranks on the “deterioration curve”, said Mr. Sanderson and an outside firm will conduct tests to make these determinations. Evaluations were done in 2013 and 2018 and 113.5 miles of road were examined in the last evaluation. He showed several more slides with various statistics and charts. He made a recommendation to do an evaluation now, then again in 2025 and then each 7 years. After the year 2025, he said many of the subdivisions would need to be considered since many were built in the 1990's. Mr. Sanderson hopes to let bids in February for better rates. The committee approved moving the plan forward to the full Council. 3. PW 2021-55 Water Conservation Ordinance Update At the August meeting, Mr. Sanderson gave an overview related to city ordinance updates to comply with requirements for a Lake Michigan allocation permit. The ordinance updates were reviewed by the city attorney and Mr. Dhuse and some changes will be made. 4. PW 2021-56 Water Audit and Non-Revenue Water Reduction Initiatives Mr. Sanderson said a discussion of reducing non-revenue water will be needed along with evaluating water losses. If the city chooses Lake Michigan as their water source, the city will need to comply with various requirements such as the non-revenue water use, obtain allocation permit and must have less than 10% water loss. The IDNR oversees this process. Mr. Sanderson said there is a big movement in the U.S. to control water loss. He said the American Waterworks Association has software and a manual on how to calculate water loss. He presented charts showing water loss and use. Also, ten years of water history is required for a permit. The city will need to compile a water reduction plan if Lake Michigan is chosen, noting that the city is currently at slightly over 12% of water loss. Outdated meters and watermain may also need to be replaced. A watermain replacement program will be needed along with a tracking mechanism for the 150 miles of watermain in the city. Mr. Sanderson recommended forwarding the plan to the City Council for discussion. Old Business: None Additional Business: None There was no further business and the meeting adjourned at 6:45pm. Minutes respectfully transcribed by Marlys Young, Minute Taker, in-person Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #1 Tracking Number PW 2021-57 Water Department Reports for February – September 2021 Public Works Committee – October 19, 2021 Majority Approval Monthly water reports as required by IEPA Eric Dhuse Public Works Name Department Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #2 Tracking Number PW 2021-58 Capital Project Update Public Works Committee – October 19, 2021 None Status Update Brad Sanderson Engineering Name Department The purpose of this memo is to update the Public Works Committee as to the status of the several projects. A summary on the status of the projects is provided below: Construction Projects 2021 RTBR Program The contractor is substantially complete. Restoration to be monitored into spring 2022. Mill Road Reconstruction The contractor has completed approximately 60% of the work. Waiting for Nicor to relocated/lower existing gas main. Work is to be completed by November 1, 2021. Elizabeth and Appletree Court Water Main Improvements The contractor is substantially complete. Restoration to be monitored into spring 2022. Fox Hill Improvements (Rebuild Illinois) Concrete work is 60% complete. Phase 3 and 4 paving operations to begin October 16th. Work is to be completed by October 29, 2021 2021 Sidewalk Replacement Work has begun and will be completed by November 1, 2021 Beaver Street BPS Generator Work is expected to start first week of October and be completed by January 2022. Planning/Design Projects Well No. 4 Rehabilitation Design engineering has commenced. Well No. 7 Rehabilitation and WTP Media Replacement Design engineering has commenced. Kennedy and Mill Road Intersection Improvements Design engineer is approximately 80% complete. Bristol Ridge Road LAFO Design engineering has commenced. E. Main Street Improvements Design engineering has commenced, Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk Date: October 12, 2021 Subject: Capital Improvement Projects Update Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #3 Tracking Number PW 2021-59 Bond/LOC Reduction Summary – September 30, 2021 Public Works Committee – October 19, 2021 Informational Informational Brad Sanderson Engineering Name Department Please see the attached reduction summary through September 30, 2021. If you have any questions, please let me know. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk Date: October 12, 2021 Subject: 2021 Bond/LOC Reduction Summary – To Date 30-Sep-21 2021 Bond and Letter of Credit Reduction Report Date Development/Project Engineer Concurrence City Administrator Concurrence Mayor Concurrence Reduction Final Release Reduction Value Remaining Balance 1/12/2021 Grande Reserve - Unit 23 X X X 1,024,153.05$ 856,777.79$ 1/25/2021 Popeye's - Lot 4 Mendards Commmons X X X 40,892.00$ 40,892.00$ 3/23/2021 Kendall Marketplace Townhomes - Lot 52 (Phase 1)X X X 612,355.00$ 163,898.00$ 5/4/2021 Restore Church X X X 9,600.00$ -$ Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #4 Tracking Number PW 2021-60 2022 Roads to Better Roads – Design Engineering Agreement Public Works Committee – October 19, 2021 Majority Approval Bart Olson Administration Name Department Summary Approval of a design engineering agreement with EEI for the 2022 Road to Better Roads (RTBR) program. Background The City Council last discussed this project during the September 28, 2021 City Council meeting. At that meeting, the Council reviewed a pavement management plan update from staff and endorsed a multi-year Road to Better Roads program (attached). Accordingly, EEI has submitted a design engineering agreement for our consideration. The attached design engineering agreement contains a $68,068 fixed fee amount. This amount is included in the FY 22 budget. A construction engineering agreement for the 2022 RTBR program will be brought forward at a later date. Recommendation Staff recommends approval of a design engineering agreement with EEI for the 2022 RTBR program. Memorandum To: City Council From: Bart Olson, City Administrator CC: Date: October 14, 2021 Subject: 2022 Road to Better Roads (RTBR) Program 2022 Roads to Better Roads Program United City of Yorkville Professional Services Agreement - Design Engineering THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as the "Contractor" or “ENGINEER” agrees as follows: A. Services: ENGINEER agrees to furnish to the City the following services: The ENGINEER shall provide any and all necessary engineering services to the City as indicated on the included Attachment B. Design Engineering for all roadways indicated on Attachment E will be provided. Construction Engineering services are not included and would be provided in a separate agreement. Engineering will be in accordance with all City and Illinois Department of Transportation requirements. B. Term: Services will be provided beginning on the date of execution of this agreement and continuing, until terminated by either party upon 7 days written notice to the non- terminating party or upon completion of the Services. Upon termination the ENGINEER shall be compensated for all work performed for the City prior to termination. C. Compensation and maximum amounts due to ENGINEER: ENGINEER shall receive as compensation for all work and services to be performed herein, an amount based on the Estimate of Level of Effort and Associated Cost included in Attachment C. Design Engineering will be paid for as a Lump Sum in the amount of $68,068.00. The hourly rates for this project are shown in the attached 2021 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 thirty days. D. Changes in Rates of Compensation: In the event that this contract is designated in Section B hereof as an Ongoing Contract, ENGINEER, on or before February 1st of any given year, shall provide written notice of any change in the rates specified in Section C hereof (or on any attachments hereto) and said changes shall only be effective on and after May 1st of that same year. E. Ownership of Records and Documents: ENGINEER agrees that all books and records and other recorded information developed specifically in connection with this agreement shall remain the property of the City. ENGINEER agrees to keep such information confidential and not to disclose or 2022 Roads to Better Roads Program United City of Yorkville Professional Services Agreement Design Engineering disseminate the information to third parties without the consent of the City. This confidentiality shall not apply to material or information, which would otherwise be subject to public disclosure through the freedom of information act or if already previously disclosed by a third party. Upon termination of this agreement, ENGINEER agrees to return all such materials to the City. The City agrees not to modify any original documents produced by ENGINEER without 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: ENGINEER shall have sole control over the manner and means of providing the work and services performed under this agreement. The City’s relationship to the ENGINEER under this agreement shall be that of an independent contractor. ENGINEER will not be considered an employee to the City for any purpose. H. Certifications: Employment Status: The Contractor certifies that if any of its personnel are an employee of the State of Illinois, they have permission from their employer to perform the service. Anti-Bribery : The Contractor certifies it is not barred under 30 Illinois Compiled Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of bribery or attempted bribery of an officer or employee of the State of Illinois or any other state. Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not in default for a period of six months or more in an amount of $600 or more on the repayment of any educational loan guaranteed by the Illinois State Scholarship Commission made by an Illinois institution of higher education or any other loan made from public funds for the purpose of financing higher education (5 ILCS 385/3). Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any agency as a result of being convicted of a felony. 2022 Roads to Better Roads Program United City of Yorkville Professional Services Agreement Design Engineering 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 2022 Roads to Better Roads Program United City of Yorkville Professional Services Agreement Design Engineering 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: ENGINEER shall indemnify and hold harmless the City and City’s agents, servants, and employees against all loss, damage, and expense which it may sustain or for which it will become liable on account of injury to or death of persons, or on account of damage to or destruction of property resulting from the performance of work under this agreement by ENGINEER or its Subcontractors, or due to or arising in any manner from the wrongful act or negligence of ENGINEER or its Subcontractors of any employee of any of them. In the event that the either party shall bring any suit, cause of action or counterclaim against the other party, the non-prevailing party shall pay to the prevailing party the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the either party indemnify any other party for the consequences of that party’s negligence, including failure to follow the ENGINEER’s recommendations. J. Insurance: The ENGINEER agrees that it has either attached a copy of all required insurance certificates or that said insurance is not required due to the nature and extent of the types of services rendered hereunder. (Not applicable as having been previously supplied) K. Additional Terms or Modification: The terms of this agreement shall be further modified as provided on the attachments. Except for those terms included on the attachments, 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: 2022 Roads to Better Roads Program United City of Yorkville Professional Services Agreement Design Engineering Attachment A: Standard Terms and Conditions Attachment B: Scope of Services Attachment C: Estimated Level of Effort and Associated Cost Attachment D: Anticipated Project Schedule Attachment E: Location Map Attachment F: 2021 Standard Schedule of Charges L. Notices: All notices required to be given under the terms of this agreement shall be given mail, addressed to the parties as follows: For the City: For the ENGINEER: City Administrator and City Clerk Engineering Enterprises, Inc. United City of Yorkville 52 Wheeler Road 800 Game Farm Road 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 __________________, 2021. United City of Yorkville: Engineering Enterprises, Inc.: _________________________________ ________________________________ John Purcell Brad Sanderson, P.E. Mayor Chief Operating Officer / President _________________________________ ________________________________ Jori Behland Joseph W. Cwynar, P.E. City Clerk Senior Project Manager 2022 Roads to Better Roads Program – Design Engineering Engineering Agreement Attachment A – Standard Terms & Conditions 2022 Roads to Better Roads Program – Design Engineering United City of Yorkville Attachment A – Standard Terms & 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. 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 2022 Roads to Better Roads Program – Design Engineering Engineering Agreement Attachment A – Standard Terms & Conditions 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. 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: 2022 Roads to Better Roads Program – Design Engineering Engineering Agreement Attachment A – Standard Terms & Conditions (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. 2022 Roads to Better Roads Program – Design Engineering Engineering Agreement Attachment A – Standard Terms & Conditions Waiver: A party’s waiver of, or the failure or delay in enforcing any provision of this Agreement shall not constitute a waiver of the provision, nor shall it affect the enforceability of that provision or of the remainder of this Agreement. Attorney’s Fees: In the event of any action or proceeding brought by either party against the other under this Agreement, the prevailing party shall be entitled to recover from the other all costs and expenses including without limitation the reasonable fees of its attorneys in such action or proceeding, including costs of appeal, if any, in such amount as the Court may adjudge reasonable. 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. 2022 Roads to Better Roads Program United City of Yorkville Professional Services Agreement - Design Engineering Attachment B – Scope of Services Design Engineering: • Process required documents with the Illinois Department of Transportation for Motor Fuel Tax Projects including: o BLR14220 - Resolution o BLR14222 - Municipal Estimate of Maintenance Costs o BLR11510 - Preliminary Estimate of Cost • Conduct site visit(s) to assess condition of existing pavement, curb and gutter, sidewalk, drainage, structures and identify non-compliant sidewalk curb ramps. • Obtain, review and inventory existing utility, roadway, right-of-way, ownership, soil data, etc. • Obtain utility information to identify potential conflicts, as necessary. • Obtain geotechnical site data, consisting of pavement cores taken every 1000-1500 feet, as necessary. • Coordinate documentation for CCDD Management of soils, as necessary. • Coordinate and develop with City Staff the final scope of improvements • Confirm pavement design and rehabilitation methodology. • Prepare MFT General Maintenance Section bid package, and ancillary documents, including: o BLR 12200 – Local Public Agency Formal Contract Proposal o BLR 12201 – Schedule of Prices o BLR 12230 – Local Agency Proposal Bid Bond o BLR 12325 - Apprenticeship Certification o BLR 12326 – Affidavit of Illinois Business Office o BC57 - Affidavit of Availability o Index for Supplemental Specifications and Recurring Special Provisions o Check Sheet for Recurring Special Provisions o BLR 11310 - Special Provisions o District Three Special Provisions o Bureau of Design and Environment Special Provisions/Check sheets o Local Roads Special Provisions o Location Map o Existing/Proposed Typical Sections o Prevailing Wage o Highway Standards o City Standards/Details o Core Report (Provided by Rubino Engineering) o CCDD Documents (Provided by Rubino Engineering) o Quantity Breakdown by Street • Aster Drive (Walsh Circle to Walsh Circle) • Bruell Street (E. Main Street to South End) • Buckthorne Court (West End to Walsh Drive) • Burning Bush Drive (West End to Walsh Drive) • Cannonball Trail (Blackberry Shore Lane to John Street) • Columbine Court (Walsh Circle to North End) • Columbine Drive (Walsh Circle to Walsh Drive) 2022 Roads to Better Roads Program United City of Yorkville Professional Services Agreement Design Engineering Attachment B - Scope of Services • Coralberry Court (North End to Burning Bush Drive) • Crimson Lane (Countryside Parkway to North End) • E. Main Street (Sanders Court to Bruell Street) • Hawthorne Court (West End to Walsh Drive) • Prairie Pointe Drive (McHugh Road to Crimson Lane) • Spice Bush Court (Walsh Drive to East End) • Sunflower Court (Walsh Drive to East End) • W. Barberry Circle (Walsh Drive to Walsh Drive) • Walsh Circle (Walsh Drive to Walsh Drive) • Walsh Court (Walsh Drive to West End) • Walsh Drive (Greenbriar Road to IL Route 47) • Worsley Street (E. Main Street to South End) • Coordinate IDOT and City review, including revisions and approval • Prepare preliminary and final cost estimates • Assist in bidding, contractor/bid evaluations, contract preparation and additional contract administration as required; facilitate IDOT approval of Contract • Attend public meetings with Staff to review design progress • Provide all bid packages in 8 ½” x 11½” format • Provide planning/design/construction schedule and frequent updates regarding any potential items affecting the schedule ATTACHMENT C - ESTIMATED LEVEL OF EFFORT AND ASSOCIATED COSTPROFESSIONAL ENGINEERING SERVICES 2022 ROADS TO BETTER ROADS PROGRAM - DESIGN ENGINEERINGUnited City of YorkvilleENTITY:ADMIN. WORKPRINCIPAL SENIOR SENIOR SENIOR SENIOR ITEM COSTWORKIN PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT CAD PROJECT HOUR PERITEMCHARGE MANAGER ENGINEER ENGINEER MANAGER MANAGER TECHNICIAN II MANAGER TECHNICIAN ADMIN. SUMM. ITEMNO. WORK ITEM HOURLY RATE: $217 $185 $162 $147 $206 $185 $158 $158 $147 $70DESIGN ENGINEERING2.1 Project Management and Administration632 8 46 8,518$ 2.2 Project Meetings (2 meetings)44 4 6 18 3,138$ 2.3 Geotechnical Investigation (Coordination, Field Work, Review Report)2 2 6 10 1,576$ 2.4 Analyze/Finalize Roadway Rehabilitation Methods4 2 6 12 1,946$ 2.5 Site Review, Identification of Required Improvements2 24 56 82 12,490$ 2.6 Prepare Pre-Final Bid Package/Exhibits- 50%2 16 40 12 70 10,606$ 2.7 Prepare Pre-Final Bid Package/Exhibits - 90%4 24 40 12 80 12,272$ 2.8 Prepare Engineer's Opinion of Probable Construction Cost - 90%22 4 6 14 2,334$ 2.9 Submit Bid Package for IDOT Review2 4 6 2 14 2,040$ 2.10 Revise and Resubmit Bid Package for IDOT Approval/Advertisement2 2 4 4 12 1,870$ 2.11 Bidding and Contracting24 4 8 4 22 3,278$ PROJECT TOTAL: 14 60 94 178 - - - - 28 6 380 60,068 Printing = 250$ 55,532$ CCDD Testing & Cores (Rubino) = 7,750$ -$ 4,116$ 420$ 60,068$ DIRECT EXPENSES = 8,000$ 68,068$ G:\Public\Yorkville\2021\YO2142-P 2022 Road Program\PSA\Design PSA\[4 - Attachment C - Fee Estimate - YO2142-P.xlsx]Fee Summary - design onlyTOTAL EXPENSES = ENGINEERING SURVEYING DRAFTINGPROJECT ROLE:DIRECT EXPENSESLABOR SUMMARYEngineering Expenses = Surveying Expenses = Drafting Expenses = Administrative Expenses = TOTAL LABOR EXPENSES = WORKYear:ITEM Month:NO. WORK ITEM Week Starting:123412341234123412341234123412341234FINAL DESIGN ENGINEERING2.1 Project Management and Administration2.2 Project Meetings2.3 Geotechnical Investigation (Coordination, Field Work, Review Report)2.4 Analyze/Finalize Roadway Rehabilitation Methods2.5 Site Review, Identification of Required Improvements2.6 Prepare Pre-Final Bid Package/Exhibits- 50% 2.7 Prepare Pre-Final Bid Package/Exhibits- 90%2.8 Prepare Engineer's Opinion of Probable Construction Cost - 90%2.9 Submit Bid Package for IDOT Review; IDOT Review2.10 Revise and Resubmit Bid Package for IDOT Approval/Advertisement2.11 Bidding and ContractingG:\Public\Yorkville\2021\YO2142-P 2022 Road Program\PSA\Design PSA\[5 - Attachment D - Schedule - YO2142-P.xls]Design ScheduleLegendProject Management & QC/QA PreliminaryMeeting(s) Design Work ItemBidding and Contracting ConstructionJulyNovember December January February March April May JuneATTACHMENT D:ANTICIPATED PROJECT SCHEDULE2022 ROADS TO BETTER ROADS PROGRAMUNITED CITY OF YORKVILLE20212022 ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( )- ( )-()-()-( )-()-()-( )-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ( )- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-( ) -()-( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ( ) - ( ) -()-()-()-( )-()-()-()-()-()-()-()-()-()-()-()-( ) - ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ( ) 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o m o n a u kStGame Farm RdI nde p e n d e nceBl v d Autu m nCreekBlvd Tuma R dDicksonCt Wack erDrF a x o n R d Western Ln Kennedy Rd H eartla n dDrTa usCir C arly Dr Church StOver l ookCt E ld e nD r C e nter P k w y MartinAve Fai r h a v e nDrSBridgeStLandmarkAveAlanDaleLnRedbudDr M c M urtrieWay EKendallDr Colton StQuinsey Rd Pleasure Dr OmahaDrFree montStB lue s t e mD r H o n e y s u c k l eLn Hayde n DrMarieAve W Main St Sunset AveLila c Ct OakwoodStPrairieLnW Center St King StWRiverSt E Center StBristol AveClearwaterDr T itu sDr GawneLnLiberty StTowerLnHighRidge LnBoomer LnNaden Ct E Spring St Strawberry Ln W BlackberryLnWestStS ParkDrCornellLn BruellStMeadowviewLnCrimsonLnLi l a c W a y MarketplaceDrPat ri c i a L n BehrensSt C a r l yCt SandersCtE Park St DakotaDrE Somonauk St ArrowheadDr E Main St WorsleyStRedwood Dr Yellowstone Ln W KendallDr Aubu r nDr BirchwoodDrC hristy Ln DaltonAve Cannonball Trl CatalpaTrlWCountry sid e P k w y Hick oryLnLakevie w Dr HillcrestAve Purcell St OliveLn E K e nda llDr i v e Lillia n L n Jackson St Homestead D rSw a n s o n L n KendallCircleMidightPlWalnut St WoodworthStBlackberry Shore L n John St T w in l e a fT r lAlice Ave S w itc h grassL n NorthlandLnPrairiePointeDr Kat e DrN CarlyCir MarketviewDrW VeteransPkwy Elm St PrairieRoseLn S umacDr De e r p athDr Georgeanna St WLexingtonCir W K e n d a llD rive Leisure StWinterberryDr E Countryside Pkwy WildIndigoLnPraireGrassLnGolde n ro d D r Grace Dr E L e x i n g ton CirTeriLnConover Ln E Veterans PkwyIsabel DrCanyon Trl Erica Ln River Rd NBri d g e St Edward Ln WalshEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 ATTACHMENT E PROPOSED 2022 RTBR PROGRAM LOCATION MAP NORTHwww.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: OCTOBER 2021 YO2142 YO2042_Road Program North Exhibit.MXD H:\GIS\PUBLIC\YORKVILLE\2021\ MJT United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350 ³ 3,000 01,500 Feet Legend 2022 Road Program ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-( ) - ( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-( ) -()-( ) 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-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-( ) -()-( ) -()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()- ()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-()-Van Emmon S Bridge StManchesterLnFairfield Ave AshworthLnParkside LnIllini CtMeadowlarkCt Schoolhouse Rd Walsh Ct StJoseph'sWayB a l t r u s o lCt IllinoisRoute #126 B u rn ingB u s h DrWalsh DrTrillium Ct Banbur y AveBenjaminStFairfax WayMorgan StG a r d e n S t Kings mill CtWalsh CirFirCt CandleberryLnSpicebushCt Madison CtRodak St C o u n try H ills D rBellStHawthorne Ct AdamsStJefferson StCor nerstoneDrWhi t eOakWayW Van Emmon St W Madison St To m m yHughes W ayW Ridge St F o u n t a i n v i e w D r BatorStGr e e n B r i a r R d Columbine CtCoach RdB uhrm aster C tCandleberryCt Blaine St E Fox St WindettRidgeRdMeadowRose Ln E Hydraulic Ave E Van Emmon St WaverlyCirB u c k th o rn C tS u n f l o w e r C t E WashingtonSt M e a d o w la r kL nSMainStRiverBirch LnState StAdrian StW Dolph St H a z e ltin e W a y W Orange St W BeecherSt Sunny D ell LnKi ngsmillStW Washington St Heustis StMillStDra ytonCt W Fox StIllini DrSpruceCt Winterthur GrnRai nt r ee RdDydynaCtSunn y DellC tTomasikCtOlsen St E Ridge St Vill ageView Dr Walter St Deer StC lo v e r C tCoral berryCtWolf St Wal n ut Dr B e a v e r S t N a w a kwaLnVan Emmon Rd Maple LnW yth e Pl Murfield Ct E Orange St Bonnie LnLegion RdWoodlandDrWestwind Dr ColumbineDrAster DrClare montCt GreenfieldTurnNorwayCirBadger StCrookedCreekDrMuirfieldDrW oodSageA ve S ta g e c o a c h T ra ilSa r a v a nos Dr West on AveWarblerLnIllin o is R o u te #7 1 S t a g e c o a c h T rlEliz a b e th S t E Hi ghpoi nt RdSut t onSt C o l o n i a lPkwy EBarberryCirGardenCirWBar ber r yCi rWoodenBridgeDrWalshEngineering Enterprises, Inc.52 Wheeler RoadSugar Grove, Illinois 60554(630) 466-6700 ATTACHMENT EPROPOSED 2022 RTBR PROGRAMLOCATION MAP SOUTHwww.eeiweb.com DATE: PROJECT NO.: FILE: PATH: BY: OCTOBER 2021 YO2142 YO2142_Road Program South Exhibit.MXD H:\GIS\PUBLIC\YORKVILLE\2021\ MJT United City of Yorkville800 Game Farm RoadYorkville, IL 60560630-553-4350 ³ 2,400 01,200 FeetWalsh Dr.Legend 2022 Road Program ATTACHMENT F Illin o is R a ilw a y R R B N S F R R Rob Roy CreekRob Roy CreekF o x R i v e r Rob Roy CreekRob Roy CreekRob Roy CreekBlackberry CreekBlackberry CreekFox River M iddle A u x Sable C reek Rob Roy CreekB lackb erry C reek B la c k b erry C r e e k Fox RiverBl a ckberry Cr ee kBlackberry Creek Fox RiverBig Rock CreekB ig R o ck C reek BlackberrM orga n C reek Middle F o x R i v e r Fox RiverBridgeFox Galena River VeteransEldamain Ament Corneils Kennedy AshleyLegion Baseline Van Emmon MinklerBlockSpring DicksonHighpointMain Cannonball ConcordGordon Fields Mill Faxon Popl arTuma ImmanuelMcHughBudd Pavi l li onTroon MitchelGra nde Hoffman Schaefer AsheSchoolhouse St agecoach BeecherJohn Bristol Ridge Klatt GatesSundownFoliPrescottKellerCenter Hilltop PenmanPark AudreyJeterAdam Alice RickardSomonauk US Route #34 Bertram Bristol Bay Erica EdwardMcLell anA la n D ale Countryside BenjaminKristenWrenFoster Parkside Orange WillowCountry StateLisbonOmahaTeriKendall SimonDeerAldenGame FarmManchester Tuscany Reservation Heartland Hayden FreemontLillianRosenwinkelBoombah Carey Lakewood CreekWalnut MapleRiverside Au tu m n Creek Hampt o n Or chi dCrimsonSumac Elm Andrew KingMatlockBailey Big Bend For dHillsideHartfieldLibertyWackerAvalon Ba r be r r y Kel l y Sutton P ar k w a y HeustisFairfieldWashington C ountry Hills Julie R ai n tr e e Coral Cummins Patterson RonhillWestWestern CoachIsabelOld GloryJackson Lilac PatronMargaret RavineStacyRyanRiva RidgeWi n g Fairhaven BristolSecretariat Blackberry Shore BruellMarketviewBeaver Brian Green Briar WhitekirkBerrywoodRiley MayOsbronPrairie CrossingCarly JusticeRobertKi n g smi llQuinsey MorganOak CreekPratt El denSunset Dobbins Highview NorthlandLaurenChurchWhite RoseWalsh McMur t r ie JasonWaterpark HomesteadMa del ine AdrianBl uest em Lewis Fairfax RebeccaKate Grace RoodVenetian Pleasure Colonial NawakwaMadison Winding Creek DanielleDillon Savoy Woodview PlumThunder GulchAlyssa Jacob CryderEil een BurrSycamoreHunt TwinleafCaledonia ColtonHighland High RidgePecos IdentaOak Cl ason Purcell LarkspurBanburyLeisure Tamaira Whi t e OakIroquoisRedbud PrairieLandmark Titus Cypress SearlBlaine EmilyAlexisHeather Ri chmondCanyon West onSeeley Si enna Bernadette Ponderosa Windett RidgeSl at e Hanbury Timber CreekClearwater Edythe Charl e s Olive Caliendo Munson Rose HillPaige CrossHillcrest Conover Kent shi reCrooked CreekWin dhamHazel ti ne L e g n er Wolf JennaMillraceWhirlaway Veronica Fox Glen Elizabeth Gregory Anna Maria Geneva US Route 34 BoomerBadgerAcornGarden ArtesianCottonwood Claridge SchmidtBirchwoodAllenHid e a wa y North Greenf iel d Blake GardinerRoyal O aks E me r ald Har ri s Aster No r wa y Deere Crossing GroveGildaTausPlymouth Ruby EllsworthBarrett Squire EvergreenArrowhead Lexington Wild IndigoHuntington Timber RidgeTanglewood TrailsAspenGaylord Ly m an Gawne Frances Nathan Astor Boyer Y ork 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r R e h b e h n JohnsonMulhern BatorHalf MoonBl ack b er r y Denise Bluejay EvansMeadowview Laurel River Oaks PhelpsNorton SavannaDrayton DunbarPowers Wint er t hur Jeremy PatriotFar m stead Appletree CobaltShoegerCandleberryOwenSilver City David Cotter WellsRodak QuantockBig RockAaronEberly Buckthorn FairfaxLisbonCanyon McHughFaxon Ridge Rebecca SunsetBristol Hoffman MainW alnut St agecoach Rebecca John BeecherHighpoint Hydraulic MillHartfieldBaileyEmerald Morgan Cr imson Schmidt Oak BeecherAshley Park Stagecoach Dolph PenmanColeFox Di cks on S ch o olh o us e ParkFaxon Stagecoach JeterPrairie CrossingCenter Par kWillow MitchelRose Hill DRAFT 4-YEAR PLAN DATE: PROJECT NO.: FILE: BY: SEPTEMBER 2021 YO2126-C YO2126 5-YEAR PLAN 9-15-2021.MXD CJO PAVEMENT MANAGEMENT SYSTEM UPDATE 2021 UNITED CITY OF YORKVILLE, ILLINOIS Engineering Enterprises, Inc. 52 Wheeler Road Sugar Grove, Illinois 60554 (630) 466-6700 www.eeiweb.com PATH:H:\GIS\PUBLIC\YORKVILLE\2021\YO2126 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 NORTH ° Year of Improvement 2022 2023 2024 2025 RTBR PROGRAM UPDATEUnited City of YorkvilleSEPTEMBER 2021PROPOSED RTBR PROGRAM FUNDINGSTREET FROM TO STRATEGY LENGTH AREADEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTASTER DRIVE WALSH CIRCLE WALSH CIRCLEVARIABLE DEPTH MILL, OVERLAY 3"919 2,716 100 72 72 79 62,468$ BRUELL STREET E MAIN STREET WOODDALE DRMILL 2", OVERLAY 2"508 1,580 100 70 63 73 36,340$ BUCKTHORNE COURT WALSH DRIVE WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"374 1,080 100 97 65 86 27,000$ BURNING BUSH DRIVE WALSH DRIVE WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"767 2,182 100 92 63 84 54,550$ CANNONBALL TRAIL US ROUTE 34 JOHN STREETVARIABLE DEPTH MILL, OVERLAY 3"510 2,500 100 88 52 78 57,500$ CANNONBALL TRAIL US ROUTE 34 BLACKBERRY SHORE LANEVARIABLE DEPTH MILL, OVERLAY 3"2,425 9,700 100 95 71 87 194,000$ COLUMBINE COURT WALSH CIRCLE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"335 970 100 88 65 83 24,250$ COLUMBINE DRIVE WALSH DRIVE WALSH CIRCLEVARIABLE DEPTH MILL, OVERLAY 3"896 2,640 100 95 66 86 66,000$ CORAL BERRY COURT BURNING BUSH DRIVE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"692 2,000 100 94 71 87 50,000$ CRIMSON LANE COUNTRYSIDE PARKWAY NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"1,056 3,755 100 90 80 88 75,100$ E MAIN STREET SANDERS COURT BRUELL STREETVARIABLE DEPTH MILL, OVERLAY 3"1,125 3,664 100 74 64 75 73,280$ HAWTHORNE COURT WALSH DRIVE WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"312 901 100 82 68 82 22,525$ PRAIRIE POINT DRIVE MCHUGH ROAD CRIMSON LANEVARIABLE DEPTH MILL, OVERLAY 3"1,043 3,245 100 86 66 83 68,900$ SPICE BUSH COURT WALSH DRIVE EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"266770 100 89 78 87 19,250$ SUNFLOWER COURT WALSH DRIVE EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"344 1,000 100 90 68 84 25,000$ W. BARBERRY CIRCLE WALSH DRIVE WALSH DRIVEVARIABLE DEPTH MILL, OVERLAY 3"1,930 5,575 100 84 60 79 128,225$ WALSH CIRCLE WALSH DRIVE WALSH DRIVEVARIABLE DEPTH MILL, OVERLAY 3"2,623 7,900 100 78 69 79 181,700$ WALSH COURT WALSH DRIVE WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"292 1,480 100 70 67 76 37,000$ WALSH DRIVE IL ROUTE 71 GREEN BRIAR ROADVARIABLE DEPTH MILL, OVERLAY 3"2,683 9,870 100 90 69 78 227,010$ WORSLEY STREET E MAIN STREET SOUTH ENDMILL 2", OVERLAY 2"430 620 100 85 45 71 15,500$ N/A N/A N/A N/A N/A N/A 70,000$ 1,515,598$ PROPOSED COMED FUNDED PROJECTSCORNEILS ROAD COMED ENTRANCE ELDAMAIN ROAD135,000$ NOTE - PROPOSED WATER MAIN REPLACEMENT PROJECT WILL ADDRESS FROM IL ROUTE 47 TO SANDERS COURT IN 20222022 (FY23) STREET REHABILITATION LISTMISCELLANEOUS CITY WIDE CRACK SEALING/STRIPINGTOTAL: RTBR PROGRAM UPDATEUnited City of YorkvilleSEPTEMBER 2021PROPOSED RTBR PROGRAM FUNDINGSTREET FROM TO STRATEGY LENGTH AREADEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTBRISTOL RIDGE ROAD US ROUTE 34 KENNEDY ROADMILL 3", OVERLAY 3"3,561 16,810 100 100 69 88 632,897$ BRISTOL RIDGE ROAD KENNEDY ROAD CITY LIMITSVARIABLE DEPTH MILL, OVERLAY 3"1,122 3,241 100 100 60 84 66,765$ DALTON AVENUE LANDMARK AVENUE FREEMONT STREETVARIABLE DEPTH MILL, OVERLAY 3"702 2,030 100 89 66 86 41,818$ E CENTER STREET IL ROUTE 47 LIBERTY STREETVARIABLE DEPTH MILL, OVERLAY 3"912 2,555 100 84 73 86 60,528$ FREEMONT STREET WALNUT STREET LANDMARK AVENUEVARIABLE DEPTH MILL, OVERLAY 3"646 2,010 100 88 69 85 47,617$ KING ST W RIVER STREET W SOMONAUK STREETVARIABLE DEPTH MILL, OVERLAY 3"1,315 3,697 100 84 56 71 95,198$ LANDMARK AVENUE IL ROUTE 47 MARKETPLACE DRIVEVARIABLE DEPTH MILL, OVERLAY 3"1,615 5,420 100 90 70 88 128,400$ LIBERTY STREET E PARK STREET SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"1,814 5,079 100 82 73 82 120,322$ MARKETPLACE DRIVE US ROUTE 34 MCHUGH ROADVARIABLE DEPTH MILL, OVERLAY 3"1,381 4,790 100 99 62 88 113,475$ W CENTER STREET WEST END IL ROUTE 47VARIABLE DEPTH MILL, OVERLAY 3"1,801 5,061 100 86 66 76 119,895$ W MAIN STREET WEST END IL ROUTE 47VARIABLE DEPTH MILL, OVERLAY 3"1,092 3,021 100 83 64 78 71,567$ N/A N/A N/A N/A N/A N/A 70,000$ 1,568,481$ NOTE - BRISTOL RIDGE ROAD IS CURRENTLY ON THE CONTINGENCY LIST FOR KKCOM. IF SELECTED THIS PROJECT WOULD BE SPLIT 75/25 BETWEEN FEDERAL FUNDS AND CITY FUNDS2023 (FY24) STREET REHABILITATION LISTTOTAL:MISCELLANEOUS CITY WIDE CRACK SEALING/STRIPING RTBR PROGRAM UPDATEUnited City of YorkvilleSEPTEMBER 2021PROPOSED RTBR PROGRAM FUNDINGSTREET FROM TO STRATEGY LENGTH AREADEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTBADGER STREET WOLF STREET BEAVER STREETVARIABLE DEPTH MILL, OVERLAY 3"971 2,900 100 90 72 85 70,762$ BELL STREET E FOX STREET NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"243 760 100 93 39 73 20,157$ CLOVER COURT COUNTRY HILLS DRIVE DEAD ENDVARIABLE DEPTH MILL, OVERLAY 3"666 1,924 100 82 71 83 46,947$ COUNTRY HILLS DRIVE IL ROUTE 71 HAMPTON LANEVARIABLE DEPTH MILL, OVERLAY 3"2,312 7,142 100 93 70 85 174,270$ DEER STREET IL ROUTE 126 BEAVER STREETVARIABLE DEPTH MILL, OVERLAY 3"1,821 5,665 100 84 66 80 138,230$ E HYDRAULIC AVENUE IL ROUTE 47 MILL STREETVARIABLE DEPTH MILL, OVERLAY 3"836 2,420 100 80 74 84 64,184$ E VAN EMMON STREET IL ROUTE 47 CITY LIMITVARIABLE DEPTH MILL, OVERLAY 3"2,734 10,300 100 95 74 86 251,327$ FAWN RIDGE COURT COUNTRY HILLS DRIVE DEAD ENDVARIABLE DEPTH MILL, OVERLAY 3"505 1,459 100 87 73 85 35,601$ GARDEN CIRCLE GARDEN STREET GARDEN STREETVARIABLE DEPTH MILL, OVERLAY 3"1,573 4,544 100 89 68 84 120,518$ GARDEN STREET IL ROUTE 47 GARDEN CIRCLEVARIABLE DEPTH MILL, OVERLAY 3"935 3,241 100 94 69 86 85,959$ GREENFIELD TURN COUNTRY HILLS DRIVE COUNTRY HILLS DRIVEVARIABLE DEPTH MILL, OVERLAY 3"3,195 9,230 100 87 70 82 225,218$ HARVEST TRAIL COUNTRY HILLS DRIVE DEAD ENDVARIABLE DEPTH MILL, OVERLAY 3"364 1,132 100 96 72 87 27,622$ MEADOWLARK COURT MEADOWLARK LANE GREENFIELD TURNVARIABLE DEPTH MILL, OVERLAY 3"161 895 100 66 76 79 21,839$ MEADOWLARK LANE GREENFIELD TURN GREENFIELD TURNVARIABLE DEPTH MILL, OVERLAY 3"1,306 3,773 100 80 67 84 92,064$ MILL STREET E VAN EMMON STREET E HYDRAULIC AVENUEVARIABLE DEPTH MILL, OVERLAY 3"367 1,000 100 92 71 86 24,401$ SUNNY DELL COURT GREENFIELD TURN DEAD ENDVARIABLE DEPTH MILL, OVERLAY 3"564 1,630 100 90 68 84 39,773$ SUNNY DELL LANE GREENFIELD TURN RAINTREE ROADVARIABLE DEPTH MILL, OVERLAY 3"331 1,030 100 84 68 81 25,133$ WOLF STREET DEER STREET BADGER STREETVARIABLE DEPTH MILL, OVERLAY 3"633 1,970 100 87 75 86 48,069$ N/A N/A N/A N/A N/A N/A 70,000$ 1,582,074$ 2024 (FY25) STREET REHABILITATION LISTMISCELLANEOUS CITY WIDE CRACK SEALING/STRIPINGTOTAL: RTBR PROGRAM UPDATEUnited City of YorkvilleSEPTEMBER 2021PROPOSED RTBR PROGRAM FUNDINGSTREET FROM TO STRATEGY LENGTH AREADEFLECTION CONDITIONDYNAMIC CONDITIONSURFACE CONDITIONCURRENT RANKCOSTALAN DALE LANE ALICE AVE RED TAIL COURTVARIABLE DEPTH MILL, OVERLAY 3"1,013 2,926 100 86 67 82 73,538$ ALICE AVENUE FAXON ROAD CANNONBALL TRAILVARIABLE DEPTH MILL, OVERLAY 3"2,377 8,557 100 91 58 79 187,009$ ANDREA COURT OVERLOOK COURT EAST ENDVARIABLE DEPTH MILL, OVERLAY 3"587 1,570 100 91 75 87 39,458$ BEECHER ROAD US ROUTE 34 JOHN STREETVARIABLE DEPTH MILL, OVERLAY 3"880 5,075 100 92 71 85 127,549$ BLACKBERRY SHORE LANE NORTHLAND LANE CANNONBALL TRAILMILL 3", OVERLAY 3"863 4,850 100 95 74 88 132,493$ BOOMER LANE CANNONBALL TRAIL SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"950 2,400 100 91 69 85 60,319$ CHESHIRE COURT FAIRHAVEN DRIVE WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"305 820 100 87 66 83 20,609$ CORNEILS ROAD IL ROUTE 47 CITY LIMITVARIABLE DEPTH MILL, OVERLAY 3"1,320 3,520 100 95 60 83 88,467$ DENISE COURT ALAN DALE LANE WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"400 1,070 100 88 75 86 26,892$ DOVER COURT (N) NORTH END FAIRHAVEN DRIVEVARIABLE DEPTH MILL, OVERLAY 3"384 1,030 100 81 68 81 25,887$ DOVER COURT (S) FAIRHAVEN DRIVE SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"213 570 100 6868 75 14,326$ ESSEX COURT FAIRHAVEN DRIVE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"279 690 100 80 71 82 17,342$ FAIRHAVEN DRIVE BOOMER LANE CANNONBALL TRAILVARIABLE DEPTH MILL, OVERLAY 3"2,752 7,900 100 87 69 85 198,548$ MEADOWVIEW LANE YELLOWSTONE LANE RED TAIL LANEVARIABLE DEPTH MILL, OVERLAY 3"879 2,540 100 80 64 79 63,837$ NEWBURY COURT FAIRHAVEN DRIVE NORTH ENDVARIABLE DEPTH MILL, OVERLAY 3"292 790 100 75 73 81 19,855$ NORTHLAND LANE BLACKBERRY SHORE LANE YELLOWSTONE LANEVARIABLE DEPTH MILL, OVERLAY 3"1,992 5,690 100 79 72 79 143,005$ NORTON LANE MEADOWVIEW LANE CANNONBALL TRAILVARIABLE DEPTH MILL, OVERLAY 3"312 832 100 88 71 84 20,910$ OVERLOOK COURT CANNONBALL TRAIL SOUTH ENDVARIABLE DEPTH MILL, OVERLAY 3"669 1,940 100 79 75 83 48,757$ RED TAIL COURT ALAN DALE LANE WEST ENDVARIABLE DEPTH MILL, OVERLAY 3"282 750 100 78 73 82 18,850$ RED TAIL LANE RED TAIL COURT MEADOWVIEW LANEVARIABLE DEPTH MILL, OVERLAY 3"407 1,180 100 75 63 76 29,657$ YELLOWSTONE LANE NORTHLAND LANE MEADOWVIEW LANEVARIABLE DEPTH MILL, OVERLAY 3"1,312 3,790 100 71 69 78 95,253$ N/A N/A N/A N/A N/A N/A 70,000$ 1,522,561$ 2025 (FY26) STREET REHABILITATION LISTMISCELLANEOUS CITY WIDE CRACK SEALING/STRIPINGTOTAL: RTBR PROGRAM UPDATEUnited City of YorkvilleSEPTEMBER 2021PROPOSED RTBR PROGRAM FUNDINGSUBDIVISION STRATEGY LENGTH AREAWEIGHTED AVERAGE DEFLECTION CONDITIONWEIGHTED AVERAGE DYNAMIC CONDITIONWEIGHTED AVERAGE SURFACE CONDITIONWEIGHTED AVERAGE RANKTOTAL COSTAUTUMN CREEK UNITS 1, 1A, 2, 2A, & 2BVARIABLE DEPTH MILL, OVERLAY 3"4.21 64,628 100 89 77.3 87 1,818,485$ BRISTOL BAYVARIABLE DEPTH MILL, OVERLAY 3"4.02 61,559 100 82.9 73.0 82.9 1,593,560$ KYLYN'SVARIABLE DEPTH MILL, OVERLAY 3"1.64 24,736 100 89.6 75.2 85.5 696,015$ HEARTLANDVARIABLE DEPTH MILL, OVERLAY 3"2.02 32,437 100 88.7 72.0 84.6 912,703$ HEARTLAND CIRCLEVARIABLE DEPTH MILL, OVERLAY 3"3.13 48,834 100 85.3 76.7 84.9 1,374,077$ PRAIRIE MEADOWSVARIABLE DEPTH MILL, OVERLAY 3"1.76 26,814 100 87.4 69.5 83.8 754,485$ RIVERS EDGEVARIABLE DEPTH MILL, OVERLAY 3"2.07 33,085 100 88.5 73.6 85.3 930,936$ FOX HIGHLANDS/RAINTREE UNITS 1, 2 & 3VARIABLE DEPTH MILL, OVERLAY 3"4.42 72,855 100 91.5 72.4 85.4 2,049,974$ 8,311,750$ 2026 (FY27) STREET REHABILITATION OPTIONSTOTAL: Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #5 Tracking Number PW 2021-61 Wheel Loader Purchase Public Works Committee – October 19, 2021 Supermajority (6 out of 8) Supermajority due to sole source bid from Sourcewell Proposed purchase of new wheel loader and trade in of current unit. Eric Dhuse Public Works Name Department Summary Staff proposes to purchase a new wheel loader to replace our current model which is a 2006. Background This was last talked about by the Public Works Committee on March 16, 2021. I have attached the memo and minutes from that meeting for your review. At that time, staff proposed the purchase of a new wheel as part of the larger package but was not ready for approval yet. We are now seeking approval of a Sourcewell quote of $173,140 from Altorfer Cat which includes a 5 year/3000 hour extended warranty. The breakdown is as follows: List Price - $290,064 Dealer Prep - $2,330 Sourcewell Discount - $102,364 Trade In Allowance - $ 22,500 Base Price - $167,530 Warranty - $ 5,610 Total Cost $173,140 This is an increase of $15,170 in the price of the machine plus the $5610 for the extended warranty for a total of $20,780 increase in price since March. I am sure that, just like everything else, the supply and demand due to the supply chain issues has created this increase in price. To afford this purchase, staff is asking to postpone the $50,000 purchase of the seal coat machine until FY23. We will be working with Oswego to look at a joint purchase of this machine to save additional money. By postponing this purchase, we will free up the needed funds to purchase the wheel loader. If given the approval in late October, there is a 12-15 weeks, but our salesman was fairly confident it would be by the end of the year. Recommendation I recommend that we approve the Sourcewell Quote 032119-CAT from Altorfer Cat in the amount not to exceed $173,140. Since this is a Sourcewell quote purchase, it will require a supermajority vote. I also recommend accepting the trade in offer from Altorfer Cat of $22,500 for our current wheel loader. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: October 7, 2021 Subject: Wheel Loader Purchase 1 | Page Summary Discussion of FY2021 Vehicle and Equipment Purchases. Background The City Council authorized the purchase of a new large dump truck and the rehab of two older dump trucks in FY 20, and the City took delivery of these trucks in FY 21. This put the City’s fleet of large dump trucks at 9 total: 1 new (2019), 1 almost new (2016), 2 rehabbed (2006 and 2008), and 5 older trucks (2004, 2006, 2007, 2007, and 2008). At this time, there is approximately $66,000 remain for equipment purchases in the Public Works Capital budget ($130,000 budgeted v. $63,986 spent to date) due to savings from a lower than anticipated purchase price for our skid steer and delaying the purchase of a mower. Staff would like to use the remaining budgeted funds to purchase a much needed replacement tractor. The proposed $680,000 plus the $66,000 remaining in the PW capital fund would be used to purchase the following vehicles and equipment: Equipment Purchase 1. Model: John Deere 4066R With Loader Price: $41,414.17 (purchased with leftover FY 21 funds, no budget amendment needed) Expected Delivery: 4-6 weeks Quote: Exhibit A This will replace a 1999 unit with unknown hours. Our current tractor does not have enough horsepower to do what we need it to do. After 22 years of service, it is time to replace this tractor with something that better suits our needs. The new tractor will be outfitted with a 10’ finish mower to help us improve our efficiency by saving us time when mowing large open areas such as treatment plants and tower sites. Memorandum To: Public Works Committee From: Eric Dhuse, Director of Public Works CC: Bart Olson, Administrator Date: March 16, 2021 Subject: Capital Purchases – PW Capital Discussion Public Works Committee Capital Item Purchases March 16, 2021 2 | Page 2. Model: Toro Z-Master 5000 Lawn Mower Price: $11,300. (7% increase over last year per vendor, purchased with FY 21 budget amendment funds) Expected Delivery: 4-6 weeks Quote: Exhibit B Addition to the fleet to assist in mowing. 3. Model: Caterpillar 930M Wheel loader Price: $153,580.00 (purchased with FY 21 budget amendment funds) Expected Delivery: Usually 6-8 weeks. It could be longer if demand increases. Quote: Exhibit C This will replace a 2006 unit with mechanical problems, needs new tires ($12,000), and the cab is rusting severely. We looked at rehabilitation for this machine, but the cost is too great compared to the resale value. 4. Model: SP300 Dual Spray Squeegee Sealcoat Machine Price: $54,034.50 (purchased with FY 21 budget amendment funds) Expected Delivery: 4-8 weeks from order date Quote: Exhibit D A new addition to the fleet to maintain trails and parking lots. 5. Model: LineLazer 5900 Striping machine Price: $8,500.00 (purchased with FY 21 budget amendment funds) Expected Delivery: Immediate Quote: Exhibit E This is a replacement for a current unit that does not have laser guidance or the ability to stripe dual lines. 6. Grapple bucket for wheel loader Price: $15,000 (purchased with FY 21 budget amendment funds) Expected Delivery: Immediate Quote: Waiting for a quote, will provide when available. Public Works Committee Capital Item Purchases March 16, 2021 3 | Page Vehicle Purchase 1. Model: 1 Ton Truck with Plow (proposing 2 trucks) Price: $114,000 each – includes utility boxes and snowplows. (purchased with FY 21 budget amendment funds, almost certainly rolled over into FY 22) Expected Delivery: unknown. It could be August, could be later Quote: Exhibit F One of the proposed trucks will be a replacement for a 2004 model, and one will be an addition to the fleet. The 2004 model has 97,000 miles of hauling materials and plowing snow. It has served us well, but it is now time to replace it before anything significant goes wrong. 2. Model: Peterbilt 348 Single Axle Cab & Chassis Price: $216,000 - includes equipment needed to outfit the vehicle. (purchased with FY 21 budget amendment funds, almost certainly rolled over into FY 22) Expected Delivery:10-12 months from order date Quote: Exhibit G This will be an addition to the fleet to assist in snow removal operations. Unfortunately, It will not be here for the next plow season. 3. Model: Rehabilitation of two (2) 2007 International dump trucks Price: $150,000 – includes box replacement, sandblasting and painting of steel parts, new spreader, new brine tank system, new strobe lights, new hydraulic block and lines, and new plow for one of the units. (purchased with FY 21 budget amendment funds, almost certainly rolled over into FY 22) Expected Delivery – 3-6 months after approval. These will be ready for the next plow season, which is crucial. This will allow us to provide better service to the residents at a lower cost than purchasing new trucks. Page 1 of 4 APPROVED 4/20/21 UNITED CITY OF YORKVILLE PUBLIC WORKS COMMITTEE Tuesday, March 16, 2021, 6:00pm Yorkville City Hall, Council Chambers 800 Game Farm Road In accordance with Public Act 101-0640 and Gubernatorial Disaster Proclamation issued by Governor Pritzker pursuant to the powers vested in the Governor under the Illinois Emergency Management Agency Act, the United City of Yorkville is encouraging social distancing during the pandemic by allowing remote attendance for this meeting. IN ATTENDANCE: Committee Members Chairman Joe Plocher , remote Alderman Seaver Tarulis, remote Alderman Ken Koch, in-person Alderman Chris Funkhouser, remote Other City Officials City Administrator Bart Olson, in-person Assistant City Administrator Erin Willrett, remote Engineer Brad Sanderson, EEI, in-person Public Works Director Eric Dhuse, in-person Other Guests: Jason Pesola, remote The meeting was called to order at 6:00pm by Chairman Joe Plocher. Citizen Comments: Mr. Pesola thanked the city for everything it does. Previous Meeting Minutes: February 16, 2021 The minutes were approved as presented. New Business: 1. PW 2021-08 Snow Operations Report Mr. Dhuse reported a very busy February and that 3 trucks were down much of the month. He thanked the crew for the job they did with the equipment available. He will have the year end report next month. Alderman Funkhouser asked about the salt brine failure and how to mitigate it. Mr. Dhuse replied a replacement part is on order and the truck will be ready for service next year. Report is informational. Page 2 of 4 2. PW 2021-09 Water Department Reports for September – December 2020 and January 2021 Mr. Dhuse said less water was used in the winter. This is the monthly report for EPA and moves forward to City Council for approval. 3. PW 2021-10 Road to Better Roads Program – Contract Award 4. PW 2021-11 2021 Road to Better Roads Program – Construction Engineering Agreement Items 3 and 4 were discussed together. Bids were received and the low bidder was D Construction at $857,885.67 which is below the budget estimate. About $50,000 of the leftover money will be spent for striping and crack sealing. EEI will do the construction engineering to complete the work this summer at a cost of about $66,291. 5. PW 2021-12 Elizabeth Street and Appletree Court Water Main Improvements - Contract Award 6. PW 2021-13 Elizabeth Street and Appletree Court Water Main Improvements – Construction Engineering Agreement Eleven bids were received and the low bidder was Stokes Excavating from Rockford at $600,295.12. Mr. Sanderson recommended awarding the bid to them. The construction engineering agreement is with EEI for $68,791. Mr. Olson recommended approval. 7. PW 2021-14 Kennedy Road and Mill Road Intersection Improvements Engineering Agreement This is the last piece of the Mill Rd. project, east of this intersection, and is $51,383 for the engineering contract and $6,200 direct expense for design engineering from EEI. The job will be put out to bid and hopefully completed with funds from Grande Reserve. 8. PW 2021-15 Heartland Circle – Plat of Abrogation (1162 Spring Street) Mr. Sanderson said the property owner wishes to vacate the easement in the rear yard. It is a public utility easement with no utilities there and drainage is not needed. He recommends approval of the plat of abrogation which will shrink the easement by 10 feet of the 20-foot easement. Alderman Koch asked how it might affect the adjacent properties. The request is for a building permit for a pool and will not affect the nearby lots. This is recommended to move forward. 9. PW 2021-16 Ashley Road Improvements – Status Update An update of Ashley Rd. projects was given by Mr. Sanderson. He said based on past agreements with the city and the developer, the agreement was to complete Rt. 126 and Ashley improvements by November 2021 where Yorkville Christian School will be located. The developer has received the IDOT permit and is ready to meet that schedule. The city has reviewed and signed off on the plans and work will be started in June or July. Performance guarantees are in place to insure the work is completed. The committee was OK with this info. 10. PW 2021-17 Stop Sign Analysis a. Freemont and Somonauk Streets b. Heartland Circle A request was made for stop signs at Freemont and Somonauk. After review of traffic data, it does not support a 4-way stop, but it was recommended to replace the Freemont yield signs with stop signs. Mr. Sanderson said equipment to track speed data was used in this location. As a result, a stop sign is recommended at McHugh right off Rt. 47. The Heartland Circle requests did not meet the criteria for a stop sign. The committee concurred with the recommendations. Page 3 of 4 11. PW 2021-18 2021 EEI Hourly Rate Request Mr. Olson referred to a memo in the packet in which EEI requests an inflationary increase in their hourly rate for base level and supplementary contracts. There was no request in 2020. He said the city supports the request and noted that the city will receive fewer hours. Alderman Funkhouser requested information regarding how many hours have been reduced from the base contract. Regarding the rates themselves he asked about the variation of the increase between 3-6% and 33%. Mr. Sanderson said the 33% increase is for a GIS Tech whose rates were too low based on other similar positions. 12. PW 2021-19 Professional Services Intergovernmental Agreement with Oswego and Montgomery and Water Study Contribution Mr. Olson said the city proposes to pay Oswego $58,650.93 and about $4,000 in legal fees for work being completed on the water study which also benefits Yorkville. Oswego did not ask for contributions, however, Yorkville did not wish to duplicate services and the city will offset Oswego's costs. The Mayors have discussed this matter and this item will set up an agreement with Oswego and Montgomery with each town agreeing to pay the others for services as they see fit. Administrator Olson is recommending a positive vote for the agreement and the other vote is to approve the contribution shown above. A special counsel is also being recommended and other expenses will be forthcoming which will be discussed next month. A supplemental EEI agreement will likely be necessary also. Land acquisition might also be needed. 13. PW 2021-20 Wyland National Mayor's Challenge for Water Conservation Ms. Willrett said this is the city's fourth year in the challenge. There is information on social media and on the website. She said teachers will pick up this information for the classroom. She asked for approval of the resolution by the City Council and she said a press release will be issued. The committee agreed with participating in the challenge. 14. PW 2021-21 Sale of Surplus Vehicles Mr. Dhuse said he wishes to dispose of several vehicles in Public Works. The proposal is to sell or trade after the replacement vehicles are received. Two of the vehicles are tied to the next agenda item of a proposed vehicle purchase proposal. The committee members approved this action. 15. PW 2021-22 Public Works Vehicle Proposals Mr. Olson said the proposal is to buy $680,000 worth of vehicles and equipment as part of a 2021 Budget Amendment or 2022 Budget proposal, plus funds left over from 2021. More impact fees were received than expected. Mr. Dhuse outlined the desired purchases: tractor for $41,000 and 4-6 week turnaround time, lawnmower, replacement of wheel loader with 8-12 weeks turnaround, seal coating machine to do maintenance on trails etc., line sprayer, bucket for leaf pickup for wheel loader and 2 trucks. Two trucks have already been ordered and Mr. Dhuse proposed rehab on two other trucks. Alderman Funkhouser questioned the seal coating machine, however, Mr. Dhuse said he had done a time study that reflected a savings of $127,000 for the city being able to do the sealcoating on trails which have had no sealcoating thus far. Mr. Funkhouser had concerns about adding more tasks to staff. Mr. Dhuse said that rehabbing the 2007 trucks will add 5-7 more years to the truck lifespan and provide better resale value. He said it takes 2 years to receive a new truck once ordered. He said the city is lacking the necessary number of trucks in comparison to other communities. Page 4 of 4 In conclusion, Mr. Funkhouser asked for additional information while Mr. Tarulis said equipment is needed to do the job. Chairman Plocher suggested removing the purchase of a sealcoating machine, making it a separate item and moving the other items forward. Old Business: None Additional Business: Alderman Koch asked for a discussion on repairing additional streets. Mr. Olson said approximately $550,000 would be put towards roads yet to be determined. If bids are lucrative, other streets in Fox Hill will be added to the repair list. He asked the committee which roads they would like to see repaired and Mr. Dhuse had been asked to draft a list of additional streets that should be repaired. Estimates and an analysis will be brought to the April meeting. Alderman Funkhouser asked for a total of the expenditures for Roads to Better Roads as of now and for the summer. Mr. Olson provided that estimate. In another matter, Mr. Funkhouser noted that some of the downtown areas have gravel parking spaces which become muddy and he would like to see them paved. Chairman Plocher agreed. There was no further business and the meeting adjourned at 7:04pm. Minutes respectfully transcribed by Marlys Young, Minute Taker, in-person Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #6 Tracking Number PW 2021-62 Cannonball Trail Improvements - Update Public Works Committee – October 19, 2021 Informational Overview Brad Sanderson Engineering Name Department The purpose of this memo is to provide an update of the proposed improvements along Cannonball Trail. Background: There have been several past inquiries into the safety of the curve Cannonball Trail. Attached is a summary memo from the last time it was investigated by the City. Several options to improve the safety of the curve were discussed, however no action was taken at the time. Within the last 12 months, the City engaged in conversations with the Kendall County Highway Department regarding the safety concern as part of the curve is under Bristol Township jurisdiction. The County/Bristol Township agreed to take the lead on developing plans for the ultimate solution to the problem, which is reconstructing the curve to match current design standards. Discussion: City staff has reviewed and signed off on the plans and specifications. Attached is a general plan of the proposed improvements. Note that the costs for construction and construction engineering are estimated to be $500,000. The County/Bristol Township are coordinating the land acquisition as right-of-way and temporary construction easements are necessary. They are hopeful that all will be acquired withing the next six months. Prior to moving the project towards construction, an IGA will need to be developed between the City and Bristol Township to identify cost sharing and future maintenance of the improvement. We would anticipate a draft IGA to be presented within the next two to four months. The City’s estimated share of the improvement will potentially need to be accounted for within the FY23 budget. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk Date: October 12, 2021 Subject: Cannonball Trail Improvements - Update To: Eric Dhuse From: Colleen Jaltuch, P.E., LEED AP BD&C Date: December 11, 2018 Re: Cannonball Trail Safety Analysis EEI Job #: YO1857-C EEI has analyzed the safety of the curve along Cannonball Trail, located about ¼ mile west of IL 47. The curve itself has a radius of 350 feet and is along a two-lane rural section of Cannonball Trail. This curve is shown on the attached exhibit. Over the past five years, there have been seven reported crashes to the City along the curve and at the intersection of Cannonball Trail and Alice Avenue. Of these, one involved an injury and six involved property-damage only. The injury crash occurred on Alice Avenue. Of the six property damage crashes, four of these were due to roadway departure. One of these four roadway departures were due to wet pavement and one was due to icy pavement. Anecdotally, there probably have been more undocumented roadway departure issues. There are several improvements that can be made to improve the safety of the roadway at the curve and mitigate crashes. I have listed them in order of least cost to greatest cost options. 1. Addition of Shoulder Rumble Strips Shoulder rumble strips are a relatively low-cost option for prevention of single vehicle, run-off-road fatal and injury crashes. Per NCHRP Report 641, Guidance for the Design and Application of Shoulder and Centerline Rumble Strips, shoulder rumble strips result in a 13% - 51% reduction in these types of crashes. Westbound along Cannonball Trail at 350’-radius curve approximately ¼ mile west of IL 47. Shoulder rumble strips can be milled into or be raised elements on the existing paved shoulder. Rumble strips alert drivers through vibration and sound that they have left the travel lane. While this would not help drivers in icy roadway conditions, shoulder rumble strips are effective on dry and on wet pavement. 2. Roadside Safety Improvements Many crashes at curves result from departure from roadway. Therefore, it makes sense to look at roadside safety also. According to the Fatality Analysis Reporting System (FARS), 27% of all fatal crashes occur at curves and 80% of all fatal crashes at curves are roadway departure crashes. Increasing the clear zone (the unobstructed, traversable area beyond the edge of the travel lane for the recovery of errant vehicles) is one option. However, along the inside of the curve, this would involve relocation of Com Ed power poles and lines, among other roadside obstructions. Along the outside of the curve, there is a roadside ditch as well as power poles and trees and other obstructions. Widening the paved shoulder to help give the driver more area to regain control of their vehicle and flattening the side slope also are roadside safety improvements to increase the clear zone that could be considered. Widening the shoulders or flattening the ditch foreslopes would increase the clear zone area. Another roadside safety option is the addition of guardrail on the outside of the curve. The guardrail would stop the errant vehicle from leaving the roadway. However, there are two entrances on the center of the outside of the curve that would make the addition of effective guardrail difficult. The areas where the guardrail would have to gap to accommodate the entrances would be unprotected. Power poles, signs, trees, and other roadside obstructions. 3. Addition of High Friction Surface Treatment (HFST) and Enhanced Delineation High friction surface treatment (HFST) and enhanced delineation are proven methods for improving safety at horizontal curves. According to the Crash Mitigation Factor (CMF) Clearinghouse, chevron signs provide a 25% reduction in nighttime crashes and a 16% reduction in non-intersection fatal and injury cases and HFST provide a 52% reduction in wet road crashes and a 24% reduction in curve crashes. High friction surface treatment is an engineered high-friction aggregate placed over a thermosetting polymer resin binder. This treatment increases the ability of a road surface to provide pavement friction to vehicles in critical braking or cornering maneuvers. This is especially useful at horizontal curves that are sharp, have deficient superelevation, and/or where driving speeds exceed the curve advisory speed. There are four chevron signs on the outside of the curve. Additional chevrons can be added in advance of the curve to further delineate the curve. This would be especially beneficial for night-time drivers. 4. Resurface and Adjust Cross-Slope (Superelevation) for a Higher Design Speed The posted speed limit on Cannonball Trail is 45 mph. Ahead of the curve, however, there is an advisory speed limit posting of 25 mph. If the pavement were milled and resurfaced and the cross slope adjusted so the superelevation rate is for a higher design speed, this would increase the pavement friction and result in a reduction in vehicle departure crashes. The resurfacing can be a higher friction hot-mix asphalt or a HFST as discussed in option 3. But, this pavement was last resurfaced in 2014 and the superelevation was, at the time, designed for a 45-mph design speed (Radius 350’, Superelevation 3.6%). 5. Realign Road to Correct Curve The most-costly (and least practical and feasible) option is to realign the roadway between IL 47 and Alice Avenue to increase the radius of the curve. As there are several residences on the inside of the curve that would require complete relocations, this option was not explored further. Based on this limited analysis, EEI recommends widening the paved shoulders to 3’ hot-mix asphalt through the curve as well as adding shoulder rumble strips. We also recommend adding additional chevrons to further delineate the curve. If the City like to follow this recommendation or choose another option(s) to pursue, then we can further evaluate and provide a detailed cost estimate. Please let me know if you have any questions or need further information. Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Community Development Purchasing Police Public Works Parks and Recreation Agenda Item Number New Business #7 Tracking Number PW 2021-63 Gas N Wash Yorkville - Security Release Public Works Committee – October 19, 2021 Majority Consideration of Approval Recommendation to release remaining performance security Brad Sanderson Engineering Name Department The developer has completed the remaining punchlist items from the one-year warranty period and we are now recommending a full release of their remaining performance security. The value of the remaining security is $4,728.00 (CNB Bank & Trust, N.A. Letter of Credit #21901824). The public improvements were accepted on October 27, 2020. Please let us know if you have any questions. Memorandum To: Bart Olson, City Administrator From: Brad Sanderson, EEI CC: Eric Dhuse, Director of Public Works Krysti Barksdale-Noble, Community Dev. Dir. Jori Behland, City Clerk Date: October 11, 2021 Subject: Gas N Wash Yorkville - Acceptance IL R O U T E 4 7W A T E R P A R K W A Y /27 STORM WATER DETENTION AREA 445' C-C SPACING12'x75' LOADING ZONEREFUSESHED55.0' 5' TOP OF BANK= 650.0 648 646 648 650 650 648 HWL=649.0 ~2.0 Ac-Ft CAR WASH 4,574 S.F.32.7'140.0' MENU BOARD & SPEAKER 101 L.F. OF 6" PVC SDR 26 SANITARY SERV. @ 1.38 PR GREASE TRAP (SEE YBSD DETAIL STD-011) RIM=652.20 w/EJIW 1050 F&L SEE SAN MH DETAIL 6" INV E=646.06 6" INV W=646.30 PR SAN INSPECTION M.H. RIM = 651.60 6" INV W=645.77 6" INV NW=645.77 6" INV N= 645.75 245 L.F. OF 6" PVC SDR 26 SANITARY SERV. @ 1.34% PR SAN M.H. RIM = 647.55 10" INV NE=634.04 10" INV S=634.02 FF=652.20 Dry Bay=651.87 Wash Bay=651.70 38 L.F. OF 10" PVC SDR 26 SANITARY SEWER @ 0.48% 230 L.F. OF 10" PVC SDR 26 SANITARY SEWER @ 0.35% PR SAN M.H. RIM = 648.00 10" INV N=636.06 (STUB) 10" INV S=635.92 PR SAN DROP M.H. RIM = 650.00 10" INV N=635.07 10" INV S=635.05 6" INV E=635.24 6" INV E=641.06 244 L.F. OF 10" PVC SDR 26 SANITARY SEWER @ 0.35% PR SAN M.H. RIM = 650.40 6" INV N=644.36 6" INV S=644.36 6" INV W=644.34 138 L.F. OF 6" PVC SDR 26 SANITARY SERV. @ 1.30% (SEE CROSSING STD-009) C-STORE 7,000 S.F. 87.5'80.0'FF=652.70 PROPANE PAD ±20'x20' PROP. 5' CONC. SIDEWALK DETE C T A B L E WAR NI N G ( T Y P.) OIL/WATER SEPARATOR FUEL CANOPY FUEL CANOPY 24.0'64.0' 32.0'161.0'PROP. 20' WIDE EMERGENCY OVERFLOW SPILLWAY WIER ELEV.=649.00 @1.9%PR. 2'x20' MONUMENT SIGN UNDERGROUND FUEL TANKS UNDERGROUND FUEL TANKS VACUUM CANOPY PAY STATION CANOPY PR. 6" PVC @ BLDG. INV=646.16 PR SAN M.H. RIM = 649.50 10" INV N=634.24 10" INV SW=634.22 62 L.F. OF 6" PVC SDR 26 SAN SERV @ 2.15% 28 L.F. OF 6" PVC SDR 26 SANITARY SERV. @ 1.50% PR. 6" PVC @ BLDG. INV=646.19 PR. 6" PVC WYE INV=642.72 RISER INV=644.42 PR. 6" PVC @ BLDG. INV=646.67 24 L.F. OF 6" PVC SDR 26 SANITARY SERV @ 1.20% 90 L.F. OF 6" PVC SDR 26 SANITARY SERV @ 1.00% 8" PVC @ 1% 8" PVC @ 1% PROP. DEPRESS CURB SPECIAL (TYP) 3" DRAIN @ 1% (TYP) 3" PVC - 15' @ 1% (TYP) FIELD VERIFY SANITARY SEWER STUB LOCATION & ELEVATION IF STUB DOES NOT CROSS THE ROAD TRENCHLESS CROSSING WILL BE REQUIRED. (OPEN CUTTING WILL NOT BE ALLOWED) PR 2" WATER SERVICE, COPPER TY. K - 260 L.F. (TO BE CONFIRMED w/ ANY FIRE PROTECTION REQUIREMENTS) PR 6" D.I. WATER SERVICE - 95 L.F. (PER FIRE PROTECTION REQUIREMENTS) SPLIT DOMESTIC WATER SERVICE IN BUILDING PR FIRE HYDRANT & 6" VALVE & BOX FG-650.50 PR 90° BEND PR 8"x6" TAPPING SLEEVE W/ 6" VALVE IN VAULT RIM-648.50 PR 22 1/2° BEND EX FIRE HYDRANT RELOCATED 5 L.F. OF 10" PVC SDR 26 SANITARY SEWER @ 0.40%30'30' AVG. OF HWL TO BOTTOM OF POND = 647.25 IL R O U T E 4 7W A T E R P A R K W A Y /27 55.0' 15' P.U. & D.E. 1 0 ' P .U . & D .E .CENTERLINE OFRESTRICTEDRIGHT-IN / RIGHT-OUTACCESS108'PR CORE & BOOT CONNECTION 12" INV N.=644.53 PR 12" PVC C900 CASING PIPE 24 ln.ft. MIN. 10' EACH SIDE STM XING PR 4" PVC C900 CASING PIPE 24 ln.ft. MIN. 10' EACH SIDE STM XING PROP.RIP-RAP APRON W/ FABRIC, RR-3, 12" THICK, (TYP) 645.5 645.5PR 6" DI WATER MAIN TO FH - 170 L.F. PR 3/4" WATER SERVICE COPPER TY. K - 122 L.F. PR TRIPLE SEPARATOR TANKS FOR CAR WASH RIM = 650.30 6" W INV= 645.75 6" N INV= 645.77 PR. FUTURE EDGE OF PAVEMENT @1.2% @1.7% @1.7%@4.2%@4.2% @ 3. 6 %@1.6%PR 45° BEND PR 6 x 6 TEE 6" PVC SDR26 - 66' @ 1% 6" DS INV=647.9 (TYP) 8" PVC SDR26 - 65' @ 1% X X X X X X X X X X X X X X X X X X X X X X X UNDERGROUNGFUEL TANKPR TRENCH DRAIN (SEE DETAIL) 6" PVC DS @ 1% (TYP) 8" PVC @ 1%IL R O U T E 4 7W A T E R P A R K W A Y /27IL R O U T E 4 7IL R O U T E 4 7W A T E R P A R K W A Y /27FOLLOW IDOT POLICY BSE 4-15REGARDING DROP OFF NEAR THEEDGE OF IL RTE 47 DURING PAVEMENTEXCAVATION AND CONSTRUCTIONSITE UTILITY PLANGAS N WASHUNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOISSITE IMPROVEMENT PLANS08/14/19JWPSUBMIT FOR REVIEW09/23/2019BPHPER CITY REVIEW10/9/2019BPHPER CITY, YBSD, IDOT REVIEW10/17/2019RARPER IDOT REVIEW10/25/2019RARPER Y.B.S.D. REVIEW10/28/2019BPHSTORM SEWER REVISIONS10/31/2019BPHPER Y.B.S.D. REVIEW11/12/2019BPHPER CITY REVIEW12/3/2019BPHIDOT REVIEW12/5/2019BPHGENERAL REVISIONS1/27/2020BPHADDED CARWASH ROOF DRAINS2/18/2020BPHREV. UST's LOCATION© 2018 M.GINGERICH, GEREAUX & ASSOCIATES SHEET NO. OFDESIGN:DRAWING:CHECKED:APPROVED:PLAN EDITION MILESTONESDATEBYDESCRIPTIONCIVIL ENGINEERINGSURVEYINGM GINGERICH GEREAUX & ASSOCIATES2MGAProfessional Design Firm License # 184.005003www.mg2a.com 25620 S. GOUGAR RD. | MANHATTAN, IL. 60442P. 815-478-9680 F. 815-478-9685C5 C14 NICOR GAS SERVICE (BY NICOR) UNDERGROUND 2" HDPE GAS LINE & 2-3" PVC COMMUNICATION LINES (BY UNDERGROUND CONTRACTOR) UNDERGROUND 1/2" PVC AIR LINE (BY UNDERGROUND CONTRACTOR) NOTE: UNDERGROUND CONTRACTOR SHALL BE RESPONSIBLE FOR SOME UNDERGROUND SITE GAS, COMMUNICATION AND AIR LINES AS SHOWN: 3/4" COPPER WATER LINE SIZE TO BE VERIFIED PRIOR TO CONSTRUCTION (BY UNDERGROUND CONTRACTOR), TO BE SPLIT INSIDE THE BLDG, AFTER THE DOMESTIC METER 1.00 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-648.50 12" INV S = 644.62 12" INV NE = 644.64 1.10 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-650.00 12" INV SW =645.23 12" INV NE =645.25 1.20 Catch Basin Type A, 6' Dia w/ EJIW 120 Fr & M1 Gr Outlet Control Structure (see detail) Rim-651.00 12" INV SW =645.88 12" INV NW =645.90 1.30 PRC Flared End Section 12" INV SE = 646.00 2.00 PRC Flared End Section 18" INV SW = 646.00 2.10 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.20 18" INV E =646.09 12" INV W =646.11 18" INV S = 646.11 2.12 Inlet Type B w/EJIW 1050 Fr & M1 Gr Rim-650.20 12" INV NE =646.27 8" INV W = 646.50 2.20 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.30 18" INV N =646.34 18" INV W =646.36 2.30 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.35 18" INV E =646.53 12" INV NW =646.55 12 " INV W =646.55 2.32 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-650.80 12" INV SE =646.65 8" INV W =647.15 8" INV NW =647.15 2.34 Clean-Out FG-652.50 8" INV E =647.40 2.36 Clean-Out FG-652.50 8" INV SE =647.58 2.40 Inlet Type B w/ EJIW 1050 Fr & M1 Gr Rim-649.50 12" INV E =646.89 12" INV SW S =646.91 2.41 Inlet Type B w/ EJIW 1050 Fr & M1 Gr Rim-650.00 12" INV W =647.33 12" INV NE =647.31 2.50 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-649.70 12" INV NE E =647.47 3.00 PRC Flared End Section 18" INV NW = 646.00 3.10 Inlet Type B w/ EJIW 1050 Fr & M1 Gr Rim-649.20 18" INV E =646.09 18" INV SW =646.11 12" INV SW = 646.19 3.20 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.50 18" INV NE =646.44 12" INV SW=646.64 12" INV NW =646.79 3.22 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-649.70 12" INV NE =646.79 3.30 Manhole Type A, 4' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.70 12" INV SE=647.01 12" INV W =647.03 12" INV N =647.03 3.40 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-649.30 12" INV E =647.37 3.32 Inlet Type B w/ EJIW 1050 Fr & M1 Gr Rim-652.20 12" INV S =647.21 8" INV W =647.68 8" INV N =648.40 3.34 DS Connect FG-652.20 8" INV E =648.00 3.36 Trench Drain Rim-652.20 8" INV S =648.70 4.00 PRC Flared End Section 12" INV S = 646.00 4.10 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-649.20 12" INV N =646.11 8" INV SW = 646.60 5.0 PRC Flared End Section 18" INV S = 646.00 5.02 OIL/WATER Separator ADS 36" x 20' RIM=649.70 10" INV W = 646.05 10" INV E = 646.05 5.10 Manhole Type A, 5' Dia w/ EJIW 1050 Fr & M1 Gr Rim-649.20 18" INV N =646.44 10" INV NE=646.07 .12" INV S =646.09 12" INV SE =646.09 5.30 Inlet Type B w/ EJIW 1050 Fr & M1 Gr Rim-649.30 12" INV N =646.46 12" INV S =646.48 5.40 Inlet Type A w/ EJIW 1050 Fr & M1 Gr Rim-649.50 12" INV N =647.10 5.20 Inlet Type B w/ EJIW 1050 Fr & M1 Gr Rim-650.40 12" INV NW =646.95 8" INV W =646.97 8" INV SW =646.97 5.26 Clean-Out FG-650.70 8" INV E =647.53 8" INV S =647.55 5.22 Clean-Out FG-651.20 8" INV NE =647.37 8" INV S =647.39 5.28 Clean-Out FG-650.90 8" INV N =648.65 5.24 Clean-Out FG-650.90 8" INV N =648.23 6.00 PRC Flared End Section 23"x14" EL. INV = 647.40 6.10 PRC Flared End Section 23"x14" EL. INV = 647.55 1.00 - EX 19 ln. ft. - 12'' RCP @ 0.43% 1.10 - 1.00 137 ln. ft. - 12'' RCP @ 0.43% 1.20 - 1.10 144 ln. ft. - 12" RCP @ 0.43% 1.30 - 1.20 25 ln. ft. - 12" RCP @ 0.43% 2.10- 2.00 29 ln. ft. - 18'' RCP @ 0.30% 2.12 - 3.10 38 ln. ft. - 12'' RCP @ 0.40% 2.20 - 2.10 92 ln.ft. - 18" RCP @ 0.25% 2.30 - 2.20 67 ln. ft. - 18'' RCP @ 0.25% 2.32 - 2.30 24 ln. ft. - 12'' RCP @ 0.40% 2.34 - 2.32 25 ln. ft. - 8'' PVC C900 @ 1.0% 2.36 - 2.32 43 ln. ft. - 8'' PVC C900 @ 1.0% 2.40 - 2.30 85 ln. ft. - 12'' RCP @ 0.40% 2.41 - 2.40 41 ln. ft. - 12'' RCP @ 0.34% 2.50 - 2.41 140 122 ln. ft. - 12'' RCP @ 0.40 0.34% 3.10 - 3.00 27 ln.ft. - 18" RCP @ 0.30% 3.20 - 3.10 130 ln. ft. - 18'' RCP @ 0.25% 3.22 - 3.20 36 ln. ft. - 12'' RCP @ 0.40% 3.30 - 3.20 43 ln. ft. - 12'' RCP @ 0.50% 3.40 - 3.30 84 ln. ft. - 12'' RCP @ 0.40% 3.32 - 3.30 45 ln. ft. - 12'' RCP @ 0.40% 3.34 - 3.32 32 ln. ft. - 8'' PVC @ 1.0% 3.36 - 3.32 15 ln. ft. - 8'' PVC @ 2.0% 4.10 - 4.00 27 ln. ft. - 12'' RCP @ 0.40% 5.10 - 5.00 28 ln. ft. - 18'' RCP @ 1.57% 5.01 - 5.02 34 ln. ft. - 10" PVC @ 0.15% 5.02 - 5.10 12 ln. ft. - 10" PVC @ 0.20% 5.30 - 5.10 91 ln. ft. - 12'' RCP @ 0.40% 5.40 - 5.30 153 ln. ft. - 12'' RCP @ 0.40% 5.20 - 5.10 171 ln. ft. - 12'' RCP @ 0.50% 5.26 - 5.20 70 ln. ft - 8" PVC @ 0.80% 5.22 - 5.20 49 ln. ft. - 8'' PVC @ 0.80% 5.28 - 5.26 157 ln. ft. - 8'' PVC @ 0.70% 5.24 - 5.22 133 ln. ft. - 8'' PVC @ 0.70% 6.00 - 6.10 148 ln. ft. - 23"x14" EL RCP @ 0.10% X X X X X X:\Projects\2019\19-451 - NEC Waterpark Way & Rte. 47 Yorkville - Gas N Wash\DWG\8-Site\SITE UTILITY PLAN.dwg, C4 UTILITY, 2/18/2020 12:30:32 PM, rraab Have a question or comment about this agenda item? Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville, tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/320/City-Council Agenda Item Summary Memo Title: Meeting and Date: Synopsis: Council Action Previously Taken: Date of Action: Action Taken: Item Number: Type of Vote Required: Council Action Requested: Submitted by: Agenda Item Notes: Reviewed By: Legal Finance Engineer City Administrator Human Resources Community Development Police Public Works Parks and Recreation Agenda Item Number New Business #8 Tracking Number PW 2021-64 Meeting Schedule for 2022 Public Works Committee – October 19, 2021 Majority Approval Proposed meeting schedule for 2022. Jori Behland Administration Name Department Summary Proposed 2022 meeting schedule for the Public Works Committee. Meeting Schedule for 2022 Listed below are the proposed meeting dates for the Public Works Committee meeting for 2022. The proposed schedule has the committee continuing to meet on the third Tuesday of the month at 6:00 p.m.  January 18, 2022  February 15, 2022  March 15, 2022  April 19, 2022  May 17, 2022  June 21, 2022  July 19, 2022  August 16, 2022  September 20, 2022  October 18, 2022  November 15, 2022  December 20, 2022 Recommendation Staff recommends review of the proposed meeting dates and time so that a meeting schedule can be finalized for 2022. Memorandum To: Public Works Committee From: Jori Behland, City Clerk CC: Bart Olson, City Administrator Date: October 19, 2021 Subject: Public Works Committee Meeting Schedule for 2022 Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 1 12345 12345 2 34567867 8 9 10 11 12 6 7 8 9 10 11 12 9 10 11 12 13 14 15 13 14 15 16 17 18 19 13 14 15 16 17 18 19 16 17 18 19 20 21 22 20 21 22 23 24 25 26 20 21 22 23 24 25 26 23 24 25 26 27 28 29 27 28 27 28 29 30 31 30 31 Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 1 21234567 1234 3 45678989 1011121314 5 67891011 10 11 12 13 14 15 16 15 16 17 18 19 20 21 12 13 14 15 16 17 18 17 18 19 20 21 22 23 22 23 24 25 26 27 28 19 20 21 22 23 24 25 24 25 26 27 28 29 30 29 30 31 26 27 28 29 30 Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 1 2 123456 123 3 45678978 9 10 11 12 13 4 5678910 10 11 12 13 14 15 16 14 15 16 17 18 19 20 11 12 13 14 15 16 17 17 18 19 20 21 22 23 21 22 23 24 25 26 27 18 19 20 21 22 23 24 24 25 26 27 28 29 30 28 29 30 31 25 26 27 28 29 30 31 Su M Tu W Th F Sa Su M Tu W Th F Sa Su M Tu W Th F Sa 1 12345 123 2 34567867 8 9 10 11 12 4 5678910 9 10 11 12 13 14 15 13 14 15 16 17 18 19 11 12 13 14 15 16 17 16 17 18 19 20 21 22 20 21 22 23 24 25 26 18 19 20 21 22 23 24 23 24 25 26 27 28 29 27 28 29 30 25 26 27 28 29 30 31 30 31 January February September 2022 October November December July August April May June March Printable Yearly Calendar © 2018 by Vertex42.com. 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