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HomeMy Public PortalAbout2022 Pavement Paching.Bidding and Contract DocumentsIllinois Department of Transportation Local Public Agency Formal Contract Proposal COO Y O' COVER SHEET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Proposal Submitted By: Contractor's Name Contractor's Address City State Zip Code STATE OF ILLINOIS Local Public Agency Village of Plainfield Route(s) (Street/Road Name) County Will 2022 Pavement Patching Program Proposal Only Proposal and Plans Proposal only, plans are separate (0 o G �` • G R/ iltifiti/4�e / ..•'• "••.�q rr • 00. So* 60836 ICENSED ENGINEER OF '* 4-&i Nos/Ili Mil Section Number N/A Type of Funds Local Printed 10/13/22 Page 1 of 5 BLR 12200 (Rev. 01/21/21) BLR 12200 (Rev. 01/21/21)Page 2 of 5Printed Route(s) (Street/Road Name)Section NumberCountyLocal Public Agency NOTICE TO BIDDERS Sealed proposals for the project described below will be received at the office of Name of Office Address until Time on Date . Sealed proposals will be opened and read publicly at the office of Name of Office Address at Time on Date . DESCRIPTION OF WORK Location Project Length Proposed Improvement 1. Plans and proposal forms will be available in the office of 2.Prequalification If checked, the 2 apparent as read low bidders must file within 24 hours after the letting an "Affidavit of Availability" (Form BC 57) in triplicate, showing all uncompleted contracts awarded to them and all low bids pending award for Federal, State, County, Municipal and private work. One original shall be filed with the Awarding Authority and two originals with the IDOT District Office. 3. The Awarding Authority reserves the right to waive technicalities and to reject any or all proposals as provided in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals. 4. The following BLR Forms shall be returned by the bidder to the Awarding Authority: a. Local Public Agency Formal Contract Proposal (BLR 12200) b. Schedule of Prices (BLR 12201) c. Proposal Bid Bond (BLR 12230) (if applicable) d. Apprenticeship or Training Program Certification (BLR 12325) (do not use for project with Federal funds.) e. Affidavit of Illinois Business Office (BLR 12326) (do not use for project with Federal funds) 5. The quantities appearing in the bid schedule are approximate and are prepared for the comparison of bids. Payment to the Contractor will be made only for the actual quantities of work performed and accepted or materials furnished according to the contract. The scheduled quantities of work to be done and materials to be furnished may be increased, decreased or omitted as hereinafter provided. 6. Submission of a bid shall be conclusive assurance and warranty the bidder has examined the plans and understands all requirements for the performance of work. The bidder will be responsible for all errors in the proposal resulting from failure or neglect to conduct an in depth examination. The Awarding Authority will, in no case, be responsible for any costs, expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder. 7. The bidder shall take no advantage of any error or omission in the proposal and advertised contract. 8. If a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished by the Awarding Agency and the blank spaces on the envelope shall be filled in correctly to clearly indicate its contents. When an envelope other than the special one furnished by the Awarding Authority is used, it shall be marked to clearly indicate its contents. When sent by mail, the sealed proposal shall be addressed to the Awarding Authority at the address and in care of the official in whose office the bids are to be received. All proposals shall be filed prior to the time and at the place specified in the Notice to Bidders. Proposals received after the time specified will be returned to the bidder unopened. 9. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before the time for opening proposals. 10/13/22 2022 Pavement Patching ProgramN/AWillVillage of Plainfield Various Locations Throughout Village of Plainfield limits. See Schedule of Quantities Hot-Mix Asphalt (HMA) Surface Removal and Replacement, Class D Patches, HMA Surface Course, Structure Adjustments, Earth Excavation, Thermoplastic Pavement Markings ㄰㨰〠䅍 ㄱ⼰ㄯ㈲ ㄰㨰〠䅍 ㄱ⼰ㄯ㈲ 癩牴畡汬礠瑨牯畧栠兵敳瑃䑎⹣潭⁶楡⁴桥楲 噡物潵猠䱯捡瑩潮⁔桲潵杨潵琠噩汬慧攠潦⁐污楮晩敬搠浵湩捩灡氠汩浩瑳⸠卥攠卣桥摵汥映兵慮瑩瑩敳 噡物潵猠䱯捡瑩潮⁔桲潵杨潵琠噩汬慧攠潦⁐污楮晩敬搠浵湩捩灡氠汩浩瑳⸠卥攠卣桥摵汥映兵慮瑩瑩敳 BLR 12200 (Rev. 01/21/21)Page 3 of 5Printed Route(s) (Street/Road Name)Section NumberCountyLocal Public Agency PROPOSAL 1. Proposal of Contractor's Name Contractor's Address . 2. The plans for the proposed work are those prepared by and approved by the Department of Transportation on . 3. The specifications referred to herein are those prepared by the Department of Transportation and designated as "Standard Specifications for Road and Bridge Construction" and the " Supplemental Specifications and Recurring Special Provisions" thereto, adopted and in effect on the date of invitation for bids. 4. The undersigned agrees to accept, as part of the contract, the applicable Special Provisions indicated on the "Check Sheet for Recurring Special Provisions" contained in this proposal. 5. The undersigned agrees to complete the work within working days or by is granted in accordance with the specifications. 6. The successful bidder at the time of execution of the contract be required to deposit a contract bond for the full amount of the award. When a contract bond is not required, the proposal guaranty check will be held in lieu thereof. If this proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed that the Bid Bond of check shall be forfeited to the Awarding Authority. 7. Each pay item should have a unit price and a total price. If no total price is shown or if there is a discrepancy between the products of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is omitted, the total price will be divided by the quantity in order to establish a unit price. A bid may be declared unacceptable if neither a unit price nor a total price is shown. 8. The undersigned submits herewith the schedule of prices on BLR 12201 covering the work to be performed under this contract. 9. The undersigned further agrees that if awarded the contract for the sections contained in the combinations on BLR 12201, the work shall be in accordance with the requirements of each individual proposal for the multiple bid specified in the Schedule for Multiple Bids below. 10. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for unless additional time Contract Proposals, will be required. Bid Bonds be allowed as a proposal guaranty. Accompanying this proposal is either a bid bond, if allowed, on Department form BLR 12230 or a proposal guaranty check, complying with the specifications, made payable to:Treasurer of . The amount of the check is ( ). Attach Cashier's Check or Certified Check Here In the event that one proposal guaranty check is intended to cover two or more bid proposals, the amount must be equal to the sum of the proposal guaranties which would be required for each individual bid proposal. If the proposal guaranty check is placed in another bid proposal, state below where it may be found. The proposal guaranty check will be found in the bid proposal for:Section Number . 10/13/22 2022 Pavement Patching ProgramN/AWillVillage of Plainfield Strand Associates N/A 04/29/23 will will The Village Plainfield BLR 12200 (Rev. 01/21/21)Page 4 of 5Printed Route(s) (Street/Road Name)Section NumberCountyLocal Public Agency CONTRACTOR CERTIFICATIONS The certifications hereinafter made by the bidder are each a material representation of fact upon which reliance is placed should the Department enter into the contract with the bidder. 1. Debt Delinquency. The bidder or contractor or subcontractor, respectively, certifies that it is not delinquent in the payment of any tax administered by the Department of Revenue unless the individual or other entity is contesting, in accordance with the procedure established by the appropriate Revenue Act, its liability for the tax or the amount of the tax. Making a false statement voids the contract and allows the Department to recover all amounts paid to the individual or entity under the contract in a civil action. 2. Bid-Rigging or Bid Rotating. The bidder or contractor or subcontractor, respectively, certifies that it is not barred from contracting with the Department by reason of a violation of either 720 ILCS 5/33E-3 or 720 ILCS 5/33E-4. A violation of section 33E-3 would be represented by a conviction of the crime of bid-rigging which, in addition to Class 3 felony sentencing, provides that any person convicted of this offense, or any similar offense of any state or the United States which contains the same elements as this offense shall be barred for 5 years from the date of conviction from contracting with any unit of State or local government. No corporation shall be barred from contracting with any unit of State or local government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high managerial agent on behalf of the corporation. A violation of Section 33E-4 would be represented by a conviction of the crime of bid-rotating which, in addition to Class 2 felony sentencing, provides that any person convicted of this offense or any similar offense of any state or the United States which contains the same elements as this offense shall be permanently barred from contracting with any unit of State of Local government. No corporation shall be barred from contracting with any unit of State or Local government as a result of a conviction under this Section of any employee or agent of such corporation if the employee so convicted is no longer employed by the corporation and: (1) it has been finally adjudicated not guilty or (2) if it demonstrates to the governmental entity with which it seeks to contract and that entity finds that the commission of the offense was neither authorized, requested, commanded, nor performed by a director, officer or a high managerial agent on behalf of the corporation. 3. Bribery. The bidder or contractor or subcontractor, respectively, certifies that, it has not been convicted of bribery or attempting to bribe an officer or employee of the State of Illinois or any unit of local government, nor has the firm made an admission of guilt of such conduct which is a matter or record, nor has an official, agent, or employee of the firm committed bribery or attempted bribery on behalf of the firm and pursuant to the direction or authorization of a responsible official of the firm. 4. Interim Suspension or Suspension. The bidder or contractor or subcontractor, respectively, certifies that it is not currently under a suspension as defined in Subpart I of Title 44 Subtitle A Chapter III Part 6 of the Illinois Administrative code. Furthermore, if suspended prior to completion of this work, the contract or contracts executed for the completion of this work may be canceled. 10/13/22 2022 Pavement Patching ProgramN/AWillVillage of Plainfield BLR 12200 (Rev. 01/21/21)Page 5 of 5Printed Route(s) (Street/Road Name)Section NumberCountyLocal Public Agency SIGNATURES (If an individual)Signature of Bidder Date Business Address City State Zip Code (If a partnership)Firm Name Signature Date Title Business Address City State Zip Code Insert the Names and Addresses of all Partners (If a corporation)Corporate Name Signature Date Title Business Address City State Zip Code Insert Names of Officers President Secretary Treasurer Attest: Secretary 10/13/22 2022 Pavement Patching ProgramN/AWillVillage of Plainfield Schedule of Prices Printed Page 1 of 2 BLR 12201 (Rev. 05/07/21) Contractor's Name Contractor's Address City State Zip Code Local Public Agency County Section Number Route(s) (Street/Road Name) Schedule for Multiple Bids Combination Letter Section Included in Combinations Total Schedule for Single Bid (For complete information covering these items, see plans and specifications.) Item Number Items Unit Quantity Unit Price Total Bidder's Total Proposal 10/17/22 Village of Plainfield Will N/A 2022 Pavement Patching Program 1 HOT-MIX ASPHALT SURFACE REMOVAL, 2"HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT (SPECIAL) CLASS D PATCHES, 4 INCH HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX "D", N50 FRAMES AND LIDS TO BE ADJUSTED THERMOPLASTIC PAVEMENT MARKING - LINE 4" RAISED REFLECTIVE PAVEMENT MARKER RAISED REFLECTIVE PAVEMENT MARKER REMOVAL SHORT TERM PAVEMENT MARKING SHORT TERM PAVEMENT MARKING REMOVAL 13 12 11 9 7 6 5 4 3 2 SQ YD FOOT EACH TON 2,500 130 390 15 15 2468 12 432 300 60 45 EARTH EXCAVATION14 L SUM 1 TRAFFIC CONTROL AND PROTECTION (SPECIAL)15 L SUM 1 SQ YD SQ YD SQ YD EACH EACH FOOT SQ FT THERMOPLASTIC PAVEMENT MARKING - LINE 12"8 250FOOT PAVEMENT MARKING REMOVAL - WATER BLASTING 10 570SQ FT 1 FO R I N F O R M A T I O N O N L Y Local Public Agency Proposal Bid Bond Printed Page 1 of 2 BLR 12230 (Rev. 01/21/21) WE,as PRINCIPAL, and as SURETY, are held jointly, severally and firmly bound unto the above Local Public Agency (hereafter referred to as "LPA") in the penal sum of 5% of the total bid price, or for the amount specified in the proposal documents in effect on the date of invitation for bids, whichever is the lesser sum. We bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly pay to the LPA this sum under the conditions of this instrument. WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said PRINCIPAL is submitting a written proposal to the LPA acting through its awarding authority for the construction of the work designated as the above section. THEREFORE if the proposal is accepted and a contract awarded to the PRINCIPAL by the LPA for the above designated section and the PRINCIPAL shall within fifteen (15) days after award enter into a formal contract, furnish surety guaranteeing the faithful performance of the work, and furnish evidence of the required insurance coverage, all as provided in the "Standard Specifications for Road and Bridge Construction" and applicable Supplemental Specifications, then this obligation shall become void; otherwise it shall remain in full force and effect. IN THE EVENT the LPA determines the PRINCIPAL has failed to enter into a formal contract in compliance with any requirements set forth in the preceding paragraph, then the LPA acting through its awarding authority shall immediately be entitled to recover the full penal sum set out above, together with all court costs, all attorney fees, and any other expense of recovery. IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this Day of Month and Year Principal Company Name Company Name By: By: Title Title (If Principal is a joint venture of two or more contractors, the company names, and authorized signatures of each contractor must be affixed.)Surety Name of Surety Signature of Attorney-in-Fact COUNTY OF I , a Notary Public in and for said county do hereby certify that (Insert names of individuals signing on behalf of PRINCIPAL & SURETY) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed and delivered said instruments as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of Month and Year Date commission expires Notary Public Signature (SEAL) Local Public Agency County Section Number Signature Date Date Signature Date . By: Day STATE OF 10/13/22 VILLAGE OF PLAINFIELD Will N/A IL Printed Page 2 of 2 BLR 12230 (Rev. 01/21/21) Local Public Agency County Section Number ELECTRONIC BID BOND Electronic bid bond is allowed (box must be checked by LPA if electronic bid bond is allowed) The Principal may submit an electronic bid bond, in lieu of completing the above section of the Proposal Bid Bond Form. By providing an electronic bid bond ID code and signing below, the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the LPA under the conditions of the bid bond as shown above. (If PRINCIPAL is a joint venture of two or more contractors, an electronic bid bond ID code, company/Bidder name title and date must be affixed for each contractor in the venture.) Electronic Bid Bond ID Code Company/Bidder Name Signature Date Title 10/13/22 VILLAGE OF PLAINFIELD Will N/A Apprenticeship and Training Program Certification Printed Page 1 of 1 BLR 12325 (Rev. 01/21/21) Local Public Agency County Street Name/Road Name Section Number All contractors are required to complete the following certification For this contract proposal or for all bidding groups in this deliver and install proposal. For the following deliver and install bidding groups in this material proposal. Illinois Department of Transportation policy, adopted in accordance with the provisions of the Illinois Highway Code, requires this contract to be awarded to the lowest responsive and responsible bidder. The award decision is subject to approval by the Department. In addition to all other responsibility factors, this contract or deliver and install proposal requires all bidders and all bidder's subcontractors to disclose participation in apprenticeship or training programs that are (1) approved by and registered with the United States Department of Labor's Bureau of Apprenticeship and Training, and (2) applicable to the work of the above indicated proposals or groups. Therefore, all bidders are required to complete the following certification: 1. Except as provided in paragraph 4 below, the undersigned bidder certifies that it is a participant, either as an individual or as part of a group program, in an approved apprenticeship or training program applicable to each type of work or craft that the bidder will perform with its own employees. 2. The undersigned bidder further certifies, for work to be performed by subcontract, that each of its subcontractors either (A) is, at the time of such bid, participating in an approved, applicable apprenticeship or training program; or (B) will, prior to commencement of performance of work pursuant to this contract, establish participation in an approved apprenticeship or training program applicable to the work of the subcontract. 3. The undersigned bidder, by inclusion in the list in the space below, certifies the official name of each program sponsor holding the Certificate of Registration for all of the types of work or crafts in which the bidder is a participant and that will be performed with the bidder's employees. Types of work or craft that will be subcontracted shall be included and listed as subcontract work. The list shall also indicate any type of work or craft job category for which there is no applicable apprenticeship or training program available. 4. Except for any work identified above, if any bidder or subcontractor shall perform all or part of the work of the contract or deliver and install proposal solely by individual owners, partners or members and not by employees to whom the payment of prevailing rates of wages would be required, check the following box, and identify the owner/operator workforces and positions of ownership. The requirements of this certification and disclosure are a material part of the contract, and the contractor shall require this certification provision to be included in all approved subcontracts. The bidder is responsible for making a complete report and shall make certain that each type of work or craft job category that will be utilized on the project is accounted for and listed. The Department at any time before or afterward may require the production of a copy of each applicable Certificate of Registration issued by the United States Department of Labor evidencing such participation by the contractor and any or all of its subcontractors. In order to fulfill the participation requirement, it shall not be necessary that any applicable program sponsor be currently taking or that it will take applications for apprenticeship, training or employment during the performance of the work of this contract or deliver and install proposal. Bidder Title Signature Date Address City State Zip Code 10/13/22 VILLAGE OF PLAINFIELD Will 2022 PAVEMENT PATCHING PROGRAMN/A Affidavit of Illinois Business Office Printed Page 1 of 1 BLR 12326 (Rev. 01/21/21) Local Public Agency County Street Name/Road Name Section Number I, Name of Affiant of City of Affiant , State of Affiant , being first duly sworn upon oath, state as follows: 1. That I am the Officer or Position of Bidder . 2. That I have personal knowledge of the facts herein stated. 3. That, if selected under the proposal described above, Bidder , will maintain a business office in the State of Illinois, which will be located in County County, Illinois. 4. That this business office will serve as the primary place of employment for any persons employed in the construction contemplated by this proposal. 5. That this Affidavit is given as a requirement of state law as provided in Section 30-22(8) of the Illinois Procurement Code. Signature Date Print Name of Affiant Notary Public Signed (or subscribed or attested) before me on (name/s of person/s) County (SEAL) Signature of Notary Public My commission expires , authorized agent(s) of (date) by . Bidder State of 10/13/22 Village of Plainfield Will 2022 Pavement Patching ProgramN/A IL Affidavit of Availability For the Letting of Printed Page 1 of 10 BC 57 (Rev. 02/16/21) Bureau of Construction 2300 South Dirksen Parkway/Room 322 Springfield, IL 62764 Instructions: Complete this form by either typing or using black ink. "Authorization to Bid" will not be issued unless both sides of this form are completed in detail. Use additional forms as needed to list all work. Part I. Work Under Contract List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded or rejected. In a joint venture, list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon the most recent engineer's or owners estimate, and must include work subcontracted to others. If no work is contracted, show NONE. 1 2 3 4 Awards Pending Accumulated Totals Contract Number Contract With Estimated Completion Date Total Contract Price Uncompleted Dollar Value if Firm is the Prime Contractor Uncompleted Dollar Value if Firm is the Subcontractor Total Value of All Work Part II. Awards Pending and Uncompleted Work to be done with your own forces. List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work subcontracted to others will be listed on the reverse of this form. In a joint venture, list only that portion of the work to be done by your company. If no work is contracted, show NONE. Totals Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the “Illinois Procurement Code." Failure to comply will result in non-issuance of an "Authorization To Bid." This form has been approved by the State Forms Management Center. 10/20/22 10/13/22 Earthwork Portland Cement Concrete Paving HMA Plant Mix HMA Paving Clean & Seal Cracks/Joints Aggregate Bases, Surfaces Highway, R.R., Waterway Struc. Drainage Electrical Cover and Seal Coats Concrete Construction Landscaping Fencing Guardrail Painting Signing Cold Milling, Planning, Rotomilling Demolition Pavement Markings (Paint) Other Construction (List) Printed Page 2 of 10 BC 57 (Rev. 02/16/21) Part III. Work Subcontracted to Others. For each contract described in Part I, list all the work you have subcontracted to others. 1 2 3 4 Awards Pending Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Total Uncompleted Notary I, being duly sworn, do hereby declare this affidavit is a true and correct statement relating to ALL uncompleted contracts of the undersigned for Federal, State, County, City and private work, including ALL subcontract work, ALL pending low bids not yet awarded or rejected and ALL estimated completion dates. Officer or Director Title Signature Date Company Address City State Zip Code (Signature of Notary Public) Subscribed and sworn to before me this day of , My commission expires (Notary Seal) Add pages for additional contracts 10/13/22 Overtime Trade Title Rg Type C Base Foreman M-F Sa Su Hol H/W Pension Vac Trng Other Ins ASBESTOS ABT-GEN All ALL 47.40 48.40 1.5 1.5 2.0 2.0 17.05 15.21 0.00 0.90 ASBESTOS ABT-MEC All BLD 39.60 42.77 1.5 1.5 2.0 2.0 14.77 13.59 0.00 0.86 BOILERMAKER All BLD 53.66 58.48 2.0 2.0 2.0 2.0 6.97 23.69 0.00 2.67 BRICK MASON All BLD 49.81 54.79 1.5 1.5 2.0 2.0 12.10 21.56 0.00 1.10 CARPENTER All ALL 52.01 57.21 2.0 2.0 2.0 2.0 11.79 28.57 0.25 0.80 CEMENT MASON All ALL 45.25 47.25 2.0 1.5 2.0 2.0 12.15 30.65 0.00 0.55 CERAMIC TILE FINISHER All BLD 44.18 44.18 1.5 1.5 2.0 2.0 12.25 14.77 0.00 1.00 COMMUNICATION TECHNICIAN All BLD 41.50 45.65 1.5 1.5 2.0 2.0 16.49 15.46 0.00 0.75 2.21 ELECTRIC PWR EQMT OP All ALL 58.25 63.91 1.5 1.5 2.0 2.0 13.08 19.67 0.00 3.19 ELECTRIC PWR GRNDMAN All ALL 45.44 63.91 1.5 1.5 2.0 2.0 10.20 15.34 0.00 2.49 ELECTRIC PWR LINEMAN All ALL 58.25 63.91 1.5 1.5 2.0 2.0 13.08 19.67 0.00 3.19 ELECTRICIAN All BLD 50.00 54.50 1.5 1.5 2.0 2.0 16.94 21.05 0.00 1.23 4.47 ELEVATOR CONSTRUCTOR All BLD 62.47 70.28 2.0 2.0 2.0 2.0 16.03 20.21 5.00 0.65 GLAZIER All BLD 48.75 50.25 1.5 2.0 2.0 2.0 15.19 24.43 0.00 1.70 HEAT/FROST INSULATOR All BLD 52.80 55.97 1.5 1.5 2.0 2.0 14.77 16.76 0.00 0.86 IRON WORKER All ALL 47.80 52.58 2.0 2.0 2.0 2.0 13.11 28.39 0.00 1.00 LABORER All ALL 47.40 48.15 1.5 1.5 2.0 2.0 17.05 15.21 0.00 0.90 LATHER All ALL 52.01 57.21 2.0 2.0 2.0 2.0 11.79 28.57 0.25 0.80 MACHINIST All BLD 53.18 57.18 1.5 1.5 2.0 2.0 9.93 8.95 1.85 1.47 MARBLE FINISHER All ALL 38.00 51.41 1.5 1.5 2.0 2.0 12.10 19.60 0.00 0.60 MARBLE MASON All BLD 48.96 53.86 1.5 1.5 2.0 2.0 12.10 21.03 0.00 0.78 MATERIAL TESTER I All ALL 37.40 1.5 1.5 2.0 2.0 17.05 15.21 0.00 0.90 MATERIALS TESTER II All ALL 42.40 1.5 1.5 2.0 2.0 17.05 15.21 0.00 0.90 MILLWRIGHT All ALL 52.01 57.21 2.0 2.0 2.0 2.0 11.79 28.57 0.25 0.80 OPERATING ENGINEER All BLD 1 55.10 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 2 53.80 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 3 51.25 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 4 49.50 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 5 58.85 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 6 56.10 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 7 58.10 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 Will County Prevailing Wage Rates posted on 10/3/2022 OPERATING ENGINEER All FLT 1 61.10 61.10 1.5 1.5 2.0 2.0 21.40 18.60 2.00 2.40 OPERATING ENGINEER All FLT 2 59.60 61.10 1.5 1.5 2.0 2.0 21.40 18.60 2.00 2.40 OPERATING ENGINEER All FLT 3 58.10 61.10 1.5 1.5 2.0 2.0 21.40 18.60 2.00 2.40 OPERATING ENGINEER All FLT 4 53.60 61.10 1.5 1.5 2.0 2.0 21.40 18.60 2.00 2.40 OPERATING ENGINEER All FLT 5 62.60 61.10 1.5 1.5 2.0 2.0 21.40 18.60 2.00 2.40 OPERATING ENGINEER All FLT 6 41.00 61.10 1.5 1.5 2.0 2.0 21.40 18.60 2.00 2.40 OPERATING ENGINEER All HWY 1 53.30 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 2 52.75 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 3 50.70 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 4 49.30 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 5 48.10 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 6 56.30 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 7 54.30 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 PAINTER All ALL 50.30 56.59 1.5 1.5 1.5 2.0 14.26 14.99 0.00 1.72 PAINTER - SIGNS All BLD 41.55 46.67 1.5 1.5 2.0 2.0 3.04 3.90 0.00 0.00 PILEDRIVER All ALL 52.01 57.21 2.0 2.0 2.0 2.0 11.79 28.57 0.25 0.80 PIPEFITTER All BLD 53.00 56.00 1.5 1.5 2.0 2.0 11.85 22.85 0.00 2.92 PLASTERER All BLD 47.75 50.62 1.5 1.5 2.0 2.0 17.08 19.18 0.00 1.00 PLUMBER All BLD 54.80 58.10 1.5 1.5 2.0 2.0 16.70 17.04 0.00 1.58 ROOFER All BLD 47.80 51.80 1.5 1.5 2.0 2.0 11.58 14.71 0.00 0.96 SHEETMETAL WORKER All BLD 53.33 56.00 1.5 1.5 2.0 2.0 11.85 19.43 0.00 1.59 2.54 SPRINKLER FITTER All BLD 53.25 56.00 1.5 1.5 2.0 2.0 14.20 18.60 0.00 0.75 STONE MASON All BLD 49.81 54.79 1.5 1.5 2.0 2.0 12.10 21.56 0.00 1.10 TERRAZZO FINISHER All BLD 45.57 45.57 1.5 1.5 2.0 2.0 12.25 17.14 0.00 1.03 TERRAZZO MASON All BLD 49.41 52.91 1.5 1.5 2.0 2.0 12.25 18.60 0.00 1.07 TILE MASON All BLD 51.44 55.44 1.5 1.5 2.0 2.0 12.25 18.48 0.00 1.08 TRAFFIC SAFETY WORKER I All HWY 39.30 40.90 1.5 1.5 2.0 2.0 9.65 9.10 0.00 0.10 TRAFFIC SAFETY WORKER II ALL HWY 40.30 41.90 1.5 1.5 2.0 2.0 9.65 9.10 0.00 0.10 TRUCK DRIVER All ALL 1 42.70 43.25 1.5 1.5 2.0 2.0 10.65 11.96 0.00 0.15 TRUCK DRIVER All ALL 2 42.85 43.25 1.5 1.5 2.0 2.0 10.65 11.96 0.00 0.15 TRUCK DRIVER All ALL 3 43.05 43.25 1.5 1.5 2.0 2.0 10.65 11.96 0.00 0.15 TRUCK DRIVER All ALL 4 43.25 43.25 1.5 1.5 2.0 2.0 10.65 11.96 0.00 0.15 TUCKPOINTER All BLD 49.53 50.53 1.5 1.5 2.0 2.0 9.04 21.06 0.00 1.07 Legend Rg Region Type Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers C Class Base Base Wage Rate OT M-F Unless otherwise noted, OT pay is required for any hour greater than 8 worked each day, Mon through Fri. The number listed is the multiple of the base wage. OT Sa Overtime pay required for every hour worked on Saturdays OT Su Overtime pay required for every hour worked on Sundays OT Hol Overtime pay required for every hour worked on Holidays H/W Health/Welfare benefit Vac Vacation Trng Training Other Ins Employer hourly cost for any other type(s) of insurance provided for benefit of worker. Explanations WILL COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties.  Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday.  This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration.  If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed.  This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to  remain. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior.  The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials.  Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work.  Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile.  The clean up and removal of all waste and materials.  All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS TECHNICIAN Installation, operation, inspection, maintenance, repair and service of radio, television, recording, voice, sound and vision production and reproduction,  telephone and telephone interconnect, facsimile, equipment and appliances used for domestic, commercial, educational and entertainment purposes, pulling of  wire through conduit but not the installation of conduit. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade), carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I:  Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II:  Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers); Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Conveyor (Truck Mounted); Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted); Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Spider Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip- Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled); Rock Drill (Truck Mounted); Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work); Hydraulic Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Low Boys; Pumps, Well Points; Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7. Mechanics; Welders.  OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments); Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic Telescoping Form (Tunnel); Operation of Tieback Machine;  Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers); Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO). Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Common Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type); Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro-Blaster; Hydro Excavating (excluding hose work); Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self- Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc., self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc.; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size); Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc.; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over); Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling); Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Pumps, Well Points; Vacuum Trucks (excluding hose work); Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 5. SkidSteer Loader (all); Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEER - FLOATING Class 1.  Craft Foreman; Master Mechanic; Diver/Wet Tender; Engineer; Engineer (Hydraulic Dredge). Class 2.  Crane/Backhoe Operator; Boat Operator with towing endorsement; Mechanic/Welder; Assistant Engineer (Hydraulic Dredge); Leverman (Hydraulic Dredge); Diver Tender. Class 3.  Deck Equipment Operator, Machineryman, Maintenance of Crane (over 50 ton capacity) or Backhoe (115,000 lbs. or more); Tug/Launch Operator; Loader/Dozer and like equipment on Barge, Breakwater Wall, Slip/Dock, or Scow, Deck Machinery, etc. Class 4.  Deck Equipment Operator, Machineryman/Fireman (4 Equipment Units or More); Off Road Trucks; Deck Hand, Tug Engineer, Crane Maintenance (50 Ton Capacity and Under) or Backhoe Weighing (115,000 pounds or less); Assistant Tug Operator. Class 5.  Friction or Lattice Boom Cranes. Class 6. ROV Pilot, ROV Tender TRAFFIC SAFETY Worker I Traffic Safety Worker I - work associated with the delivery, installation, pick-up and servicing of safety devices during periods of roadway construction, including such work as set-up and maintenance of barricades, barrier wall reflectors, drums, cones, delineators, signs, crash attenuators, glare screen and other such items, and the layout and application or removal of conflicting and/or temporary roadway markings utilized to control traffic in construction zones, as well as flagging for these operations. TRAFFIC SAFETY WORKER II Work associated with the installation and removal of permanent pavement markings and/or pavement markers including both installations performed by hand and installations performed by truck. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1.  Two or three Axle Trucks.  A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by  cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers;  Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip  Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling  warning lights, barricades, and portable toilets on the job site. Class 2.  Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling  other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks,  2 Axles. Class 3.  Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when  pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over;  Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4.  Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment  like P.B. and trucks with scoops on the front. TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will  upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this  document.  If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination  being then deemed to have existed under this determination.  If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for  wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver.  The work performed by landscape plantsman and  landscape laborer is covered by the existing classification of laborer.  The work performed by landscape operators (regardless of equipment used or its size) is  covered by the classifications of operating engineer.  The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the  classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Tester/Inspector II". Overtime Trade Title Rg Type C Base Foreman M-F Sa Su Hol H/W Pension Vac Trng Other Ins ASBESTOS ABT-GEN All ALL 47.40 48.40 1.5 1.5 2.0 2.0 15.11 17.15 0.00 0.90 ASBESTOS ABT-MEC All BLD 39.60 42.77 1.5 1.5 2.0 2.0 14.77 13.59 0.00 0.86 BOILERMAKER All BLD 53.66 58.48 2.0 2.0 2.0 2.0 6.97 23.69 0.00 2.67 BRICK MASON All BLD 49.81 54.79 1.5 1.5 2.0 2.0 12.10 21.56 0.00 1.10 CARPENTER All ALL 52.01 54.01 1.5 1.5 2.0 2.0 11.79 25.27 1.00 0.80 CEMENT MASON All ALL 49.70 51.70 2.0 1.5 2.0 2.0 11.65 26.65 0.00 0.55 CERAMIC TILE FINISHER All BLD 44.18 44.18 1.5 1.5 2.0 2.0 12.25 14.77 0.00 1.00 COMMUNICATION TECHNICIAN All BLD 42.17 44.97 1.5 1.5 2.0 2.0 19.30 11.80 0.00 1.48 ELECTRIC PWR EQMT OP All ALL 47.56 64.89 1.5 1.5 2.0 2.0 7.00 13.32 0.00 1.19 1.43 ELECTRIC PWR GRNDMAN All ALL 36.53 64.89 1.5 1.5 2.0 2.0 7.00 10.23 0.00 0.92 1.10 ELECTRIC PWR LINEMAN All ALL 57.17 64.89 1.5 1.5 2.0 2.0 7.00 16.01 0.00 1.43 1.72 ELECTRIC PWR TRK DRV All ALL 37.86 64.89 1.5 1.5 2.0 2.0 7.00 10.61 0.00 0.95 1.14 ELECTRICIAN All BLD 51.84 56.09 1.5 1.5 2.0 2.0 18.05 18.52 0.00 1.81 ELEVATOR CONSTRUCTOR All BLD 62.47 70.28 2.0 2.0 2.0 2.0 16.03 20.21 5.00 0.65 FENCE ERECTOR All ALL 48.83 52.74 2.0 2.0 2.0 2.0 13.31 25.25 0.00 1.28 GLAZIER All BLD 48.75 50.25 1.5 2.0 2.0 2.0 15.19 24.43 0.00 1.70 HEAT/FROST INSULATOR All BLD 52.80 55.97 1.5 1.5 2.0 2.0 14.77 16.76 0.00 0.86 IRON WORKER All ALL 48.83 52.74 2.0 2.0 2.0 2.0 13.31 25.25 0.00 1.28 LABORER All ALL 47.40 48.15 1.5 1.5 2.0 2.0 15.11 17.15 0.00 0.90 LATHER All ALL 52.01 54.01 1.5 1.5 2.0 2.0 11.79 25.27 1.00 0.80 MACHINIST All BLD 53.18 57.18 1.5 1.5 2.0 2.0 9.93 8.95 1.85 1.47 MARBLE FINISHER All ALL 38.00 51.41 1.5 1.5 2.0 2.0 12.10 19.60 0.00 0.60 MARBLE MASON All BLD 48.96 53.86 1.5 1.5 2.0 2.0 12.10 21.03 0.00 0.78 MATERIAL TESTER I All ALL 37.40 1.5 1.5 2.0 2.0 15.11 17.15 0.00 0.90 MATERIALS TESTER II All ALL 42.40 1.5 1.5 2.0 2.0 15.11 17.15 0.00 0.90 MILLWRIGHT All ALL 52.01 54.01 1.5 1.5 2.0 2.0 11.79 25.27 1.00 0.80 OPERATING ENGINEER All BLD 1 55.10 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 2 53.80 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 3 51.25 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 4 49.50 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 5 58.85 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 Kendall County Prevailing Wage Rates posted on 10/3/2022 OPERATING ENGINEER All BLD 6 56.10 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All BLD 7 58.10 59.10 2.0 2.0 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All FLT 41.00 41.00 1.5 1.5 2.0 2.0 20.90 17.85 2.00 2.15 OPERATING ENGINEER All HWY 1 53.30 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 2 52.75 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 3 50.70 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 4 49.30 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 5 48.10 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 6 56.30 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 OPERATING ENGINEER All HWY 7 54.30 57.30 1.5 1.5 2.0 2.0 22.15 19.30 2.00 2.55 ORNAMENTAL IRON WORKER All ALL 48.83 52.74 2.0 2.0 2.0 2.0 13.31 25.25 0.00 1.28 PAINTER All ALL 50.30 52.30 1.5 1.5 1.5 2.0 19.73 4.15 0.00 1.55 PAINTER - SIGNS All BLD 41.55 46.67 1.5 1.5 2.0 2.0 3.04 3.90 0.00 0.00 PILEDRIVER All ALL 52.01 54.01 1.5 1.5 2.0 2.0 11.79 25.27 1.00 0.80 PIPEFITTER All BLD 53.00 56.00 1.5 1.5 2.0 2.0 11.85 22.85 0.00 2.92 PLASTERER All BLD 47.75 50.62 1.5 1.5 2.0 2.0 17.08 19.18 0.00 1.00 PLUMBER All BLD 54.80 58.10 1.5 1.5 2.0 2.0 16.70 17.04 0.00 1.58 ROOFER All BLD 47.80 51.80 1.5 1.5 2.0 2.0 11.58 14.71 0.00 0.96 SHEETMETAL WORKER All BLD 53.33 56.00 1.5 1.5 2.0 2.0 11.85 19.43 0.00 1.59 2.54 SPRINKLER FITTER All BLD 53.25 56.00 1.5 1.5 2.0 2.0 14.20 18.60 0.00 0.75 STEEL ERECTOR All ALL 48.83 52.74 2.0 2.0 2.0 2.0 13.31 25.25 0.00 1.28 STONE MASON All BLD 49.81 54.79 1.5 1.5 2.0 2.0 12.10 21.56 0.00 1.10 TERRAZZO FINISHER All BLD 45.57 45.57 1.5 1.5 2.0 2.0 12.25 17.14 0.00 1.03 TERRAZZO MASON All BLD 49.41 52.91 1.5 1.5 2.0 2.0 12.25 18.60 0.00 1.07 TILE MASON All BLD 51.44 55.44 1.5 1.5 2.0 2.0 12.25 18.48 0.00 1.08 TRUCK DRIVER All ALL 1 42.70 43.25 1.5 1.5 2.0 2.0 10.65 11.96 0.00 0.15 TRUCK DRIVER All ALL 2 42.85 43.25 1.5 1.5 2.0 2.0 10.65 11.96 0.00 0.15 TRUCK DRIVER All ALL 3 43.05 43.25 1.5 1.5 2.0 2.0 10.65 11.96 0.00 0.15 TRUCK DRIVER All ALL 4 43.25 43.25 1.5 1.5 2.0 2.0 10.65 11.96 0.00 0.15 TUCKPOINTER All BLD 49.53 50.53 1.5 1.5 2.0 2.0 9.04 21.06 0.00 1.07 Legend Rg Region Type Trade Type - All,Highway,Building,Floating,Oil & Chip,Rivers C Class Base Base Wage Rate OT M-F Unless otherwise noted, OT pay is required for any hour greater than 8 worked each day, Mon through Fri. The number listed is the multiple of the base wage. OT Sa Overtime pay required for every hour worked on Saturdays OT Su Overtime pay required for every hour worked on Sundays OT Hol Overtime pay required for every hour worked on Holidays H/W Health/Welfare benefit Vac Vacation Trng Training Other Ins Employer hourly cost for any other type(s) of insurance provided for benefit of worker. Explanations KENDALL COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties.  Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday.  This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration.  If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed.  This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to  remain. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior.  The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials.  Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work.  Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile.  The clean up and removal of all waste and materials.  All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS TECHNICIAN Construction, installation, maintenance and removal of telecommunication facilities (voice, sound, data and video), telephone, security, and data inside  wire, interconnect, terminal equipment, central offices, PABX and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area network), LAN (local area  networks), and ISDN (integrated system digital network), pulling of wire in raceways, but not the installation of raceways. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc.), stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade), carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I:  Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II:  Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures.  OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers); Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Conveyor (Truck Mounted); Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted); Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Spider Crane; Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip- Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over); Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled); Rock Drill (Truck Mounted); Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work); Hydraulic Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Low Boys; Pumps, Well Points; Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7. Mechanics; Welder.  OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments); Concrete Breaker (Truck Mounted); Concrete Conveyor; Concrete Paver over 27E cu. ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic Telescoping Form (Tunnel); Operation of Tieback Machine;  Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers); Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO). Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Common Receiver (3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type); Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro-Blaster; Hydro Excavating (excluding hose work); Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self- Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc., self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc.; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size); Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc.; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2); Concrete Mixer (Two Bag and Over); Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling); Light Plants, All (1 through 5); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Pumps, Well Points; Vacuum Trucks (excluding hose work); Welding Machines (2 through 5); Winches, 4 Small Electric Drill Winches. Class 5. SkidSteer Loader (all); Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature.  OPERATING ENGINEERS - FLOATING Diver. Diver Wet Tender, Diver Tender, ROV Pilot, ROV Tender TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION Class 1.  Two or three Axle Trucks.  A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by  cars, pick-up trucks and tractors; Ambulances Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers;  Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling  warning lights, barricades, and portable toilets on the job site. Class 2.  Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling  other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks,  2 Axles. Class 3.  Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when  pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over;  Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4.  Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment  like P.B. and trucks with scoops on the front.  TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will  upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this  document.  If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination  being then deemed to have existed under this determination.  If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for  wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver.  The work performed by landscape plantsman and  landscape laborer is covered by the existing classification of laborer.  The work performed by landscape operators (regardless of equipment used or its size) is  covered by the classifications of operating engineer.  The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the  classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Tester/Inspector II". Check Sheet for Recurring Special Provisions Printed BLR 11300 (Rev. 11/10/21)Page 1 of 2 Local Public Agency County Section Number Check this box for lettings prior to 01/01/2022. The Following Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are Included By Reference: Recurring Special Provisions Check Sheet #Reference Page No. 1 Additional State Requirements for Federal-Aid Construction Contracts 1 2 Subletting of Contracts (Federal-Aid Contracts) 4 3 EEO 5 4 Specific EEO Responsibilities Non Federal-Aid Contracts 15 5 Required Provisions - State Contracts 20 6 Asbestos Bearing Pad Removal 26 7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 27 8 Temporary Stream Crossings and In-Stream Work Pads 28 9 Construction Layout Stakes 29 10 Use of Geotextile Fabric for Railroad Crossing 32 11 Subsealing of Concrete Pavements 34 12 Hot-Mix Asphalt Surface Correction 38 13 Pavement and Shoulder Resurfacing 40 14 Patching with Hot-Mix Asphalt Overlay Removal 41 15 Polymer Concrete 43 16 PVC Pipeliner 45 17 Bicycle Racks 46 18 Temporary Portable Bridge Traffic Signals 48 19 Nighttime Inspection of Roadway Lighting 50 20 English Substitution of Metric Bolts 51 21 Calcium Chloride Accelerator for Portland Cement Concrete 52 22 Quality Control of Concrete Mixtures at the Plant 53 23 Quality Control/Quality Assurance of Concrete Mixtures 61 24 Digital Terrain Modeling for Earthwork Calculations 77 25 Preventive Maintenance - Bituminous Surface Treatment (A-1) 79 26 Temporary Raised Pavement Markers 85 27 Restoring Bridge Approach Pavements Using High-Density Foam 86 28 Portland Cement Concrete Inlay or Overlay 89 29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 93 30 Longitudinal Joint and Crack Patching 96 31 Concrete Mix Design - Department Provided 98 32 Station Numbers in Pavements or Overlays 99 10/17/22 Village of Plainfield Will BLR 11300 (Rev. 11/10/21)Printed Section NumberCountyLocal Public Agency Page 2 of 2 The Following Local Roads And Streets Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are Included By Reference: Local Roads And Streets Recurring Special Provisions Check Sheet #Page No. LRS 1 Reserved 101 LRS 2 Furnished Excavation 102 LRS 3 Work Zone Traffic Control Surveillance 103 LRS 4 Flaggers in Work Zones 104 LRS 5 Contract Claims 105 LRS 6 Bidding Requirements and Conditions for Contract Proposals 106 LRS 7 Bidding Requirements and Conditions for Material Proposals 112 LRS 8 Reserved 118 LRS 9 Bituminous Surface Treatments 119 LRS 10 Reserved 123 LRS 11 Employment Practices 124 LRS 12 Wages of Employees on Public Works 126 LRS 13 Selection of Labor 128 LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks 129 LRS 15 Partial Payments 132 LRS 16 Protests on Local Lettings 133 LRS 17 Substance Abuse Prevention Program 134 LRS 18 Multigrade Cold Mix Asphalt 135 LRS 19 Reflective Crack Control Treatment 136 10/17/22 WillVillage of Plainfield Village of Plainfield 2022 Pavement Patching Program -1- VILLAGE OF PLAINFIELD SPECIAL PROVISIONS The following Special Provisions supplement the Illinois Department of Transportation's (IDOT) “Standard Specifications for Road and Bridge Construction,” adopted January 1, 2022, hereinafter referred to as the “Standard Specifications,” the latest edition of the "Manual on Uniform Traffic Control Devices for Streets and Highways,” and the “Manual of Test Procedures For Materials” in effect on the date of invitation for bids; and the “Supplemental Specifications and Recurring Special Provisions” latest edition as indicated on the Check Sheet included herein which apply to and govern the 2022 Pavement Patching Program. In case of conflict with any part or parts of said specifications, these Special provisions shall take precedence and shall govern. CONTRACT 3-2022 DESCRIPTION OF WORK The work included in this contract consist of furnishing all labor, materials, equipment, and other incidentals necessary for the completion of asphalt pavement patching, paving, and other incidental and miscellaneous items of work in accordance with the Standard Specifications and these Special Provisions. LOCATION OF PROJECT The project is located at various locations throughout the Village of Plainfield, Illinois. A Schedule of Quantities is included with these documents. MAINTENANCE GUARANTEE Contractor shall execute and deliver to the Municipality, before final payment will be issued, a written warranty in a form satisfactory to the Municipality that guarantees that the work is in accordance with the Contract Documents and will not be defective. This warranty shall guarantee this work for a period of one year from the date of acceptance of the Work and final payment from the Municipality. PUBLIC CONVENIENCE AND SAFETY (DISTRICT 1) Effective: May 1, 2012 Revised: July 15, 2012 Add the following to the end of the fourth paragraph of Article 107.09: “If the holiday is on a Saturday or Sunday, and is legally observed on a Friday or Monday, the length of Holiday Period for Monday or Friday shall apply.” Village of Plainfield 2022 Pavement Patching Program -2- Add the following sentence after the Holiday Period table in the fourth paragraph of Article 107.09: “The Length of Holiday Period for Thanksgiving shall be from 5:00 A.M. the Wednesday prior to 11:59 P.M. the Sunday After.” CONSULTANT Add the following to Article 101.56: Strand Associates, Inc.® provided design services for the project and will assist the Village of Plainfield by providing part-time Resident Project Representative services during construction. INSURANCE Contractor's comprehensive general liability insurance required by Article 107.27 of the Standard Specifications shall include as additional insureds the Municipality, the Engineer, and Engineer's Consultants, all of whom shall be listed by name as additional insureds, and include coverage for the respective officers and employees of all such additional insureds, and shall cover Contractor's indemnity obligations under Article 107.26 of the Standard Specifications. In addition to the insurance coverages required by Article 107.27 of the Standard Specifications, Contractor shall also purchase and maintain umbrella liability coverage in an amount not less than $3,000,000. Such coverage shall include, but not be limited to, excess coverage for the Worker's Compensation, Comprehensive General, and Automobile Liability policies. In addition to delivering certificates of insurance in accordance with Article 107.27 of the Standard Specifications, the Contractor shall also deliver to the Municipality, with copies to each additional insured, certificates of insurance which the Contractor is required to purchase and maintain in accordance with Article 107.27 prior to the execution of the Contract. Contractor shall also deliver to the Municipality, with copies to each additional insured, copies of all endorsements to the insurance policies within 30 calendar days after the execution of the contract or prior to final payment, whichever comes first. The Municipality will withhold the third and subsequent progress payments or final pay request due the Contractor pending the receipt of all required insurance policy endorsements. Contractor shall purchase and maintain liability insurance as described above, specifically naming as additional insureds the Village of Plainfield and Strand Associates, Inc.® using either CG 20 26 07 04, CG 20 10 07 04, or equivalent endorsement form. General liability policies shall also be endorsed with Form CG 20 37 07 04 to include the “products completed operations hazard.” Endorsements or General Liability policy shall not exclude supervisory or inspection services. Contractor shall also provide an Additional Insured Endorsement for the automobile policy, Form CA 20 48, or equivalent form. Village of Plainfield 2022 Pavement Patching Program -3- SUBCONTRACTORS Add the following to the end of Section 108.01 of the Standard Specifications. "The apparent low Bidder shall submit to the office of Engineer within ten (10) days after the receipt of bids, a list of the names of Bidder's proposed subcontractors along with a description of the work to be performed by each." MAINTENANCE OF ROADWAYS Effective: September 30, 1985 Revised: November 1, 1996 Beginning on the date that work begins on this project, the Contractor shall assume responsibility for normal maintenance of all existing roadways within the limits of the improvement. This normal maintenance shall include all repair work deemed necessary by the Engineer but shall not include snow removal operations. Traffic control and protection for maintenance of roadways will be provided by the Contractor as required by the Engineer. If items of work have not been provided in the contract, or otherwise specified for payment, such items, including the accompanying traffic control and protection required by the Engineer, will be paid for in accordance with Article 109.04 of the Standard Specifications. APPLICATION FOR PAYMENT Add the following to the end of Section 109.07 (a) of the Standard Specifications. Engineer will submit Engineer's Payment Estimate for partial payment to the Contractor for the work completed to the Municipality not more than once monthly, on a date specified by the Municipality. Contractor shall procure from each subcontractor and supplier of material or labor a waiver of any claim which they may have under the mechanics lien laws of the state in which the Work is located to insure the Municipality immunity from mechanics’ liens on subcontractors in carrying out the Contract and any work orders for additions thereto, all as a condition of any payment by the Municipality. Any payments made by the Municipality without requiring compliance with this paragraph shall not be construed as a waiver by the Municipality of the right to require compliance with this paragraph as a condition to later payments. Contractor shall submit Partial Waivers of Lien from all subcontractors and suppliers with each partial payment estimate and Contractor's Affidavit for subcontractors and suppliers with second payment request for the previous payment estimates and then with all subsequent payment estimates. Contractor shall furnish with its final application for payment a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof and an affidavit that the releases and receipts include all labor and material for which a lien could be filed. Village of Plainfield 2022 Pavement Patching Program -4- WAGES OF EMPLOYEES ON PUBLIC WORKS The submission of certified payroll reports shall be done electronically. Contact information will be provided at the preconstruction meeting. PRECONSTRUCTION CONFERENCE Preconstruction conference will be scheduled to be held within 10 working days after the effective date of the Agreement. The conference shall be attended by authorized representatives of the Contractor and major subcontractors. Engineer will advise other interested parties, including the Municipality, and request their attendance. Information will be distributed and discussed concerning at least the following items: 1. Organizational arrangement of Contractor's forces and personnel, and those of subcontractors, materials suppliers, and Engineer. 2. Channels and procedures for communications. 3. Construction schedule, including sequence of critical work. 4. Contract Documents, including distribution of required copies of original Documents and revisions. 5. Processing of Shop Drawings and other data submitted to the Engineer for review. 6. Processing of Bulletins, field decisions, and Change Orders. 7. Rules and regulations governing performance of the Work; and 8. Procedures for safety and first aid, security, quality control, housekeeping, and related matters. STREET SWEEPING AND CLEAN-UP Contractor shall be responsible for any sweeping and cleaning required to perform the work. The job site shall be cleaned up daily. Any sweeping or cleaning required shall be considered incidental to the cost of the contract. CONTRACT QUANTITY The Village of Plainfield has identified the areas for hot-mix asphalt removal and replacement with the attached schedule of quantities. Quantities listed are for reference only. Quantities may increase or decrease based upon the bid unit price. The Village of Plainfield reserves the right to revise the quantities, locations, and scope. WORKING HOURS In accordance with Village of Plainfield Ordinance, Contractor shall perform all work in the Municipality as follows: 7 A.M. to 7:30 P.M., Monday through Friday 7 A.M. to 5:30 P.M., Saturday Village of Plainfield 2022 Pavement Patching Program -5- No work will be permitted on Sundays or holidays, or at other times outside the above working hours without permission of the Municipality. COMPLETION DATE Add to Article 108.05(a) of the Standard Specifications as follows: The Contractor shall complete all contract items by April 29, 2023, 7 P.M. CST. Article 108.09 of the Standard Specifications shall apply to the completion date. CONSTRUCTION DEBRIS Add the following to the third paragraph of Article 202.03 of the Standard Specifications: “Contractor shall not conduct any generation, transportation, or recycling of construction or demolition debris, or clean or general or uncontaminated soil generated during construction, remodeling, repair, and demolition of utilities, structures, and roads that is not commingled with any waste, without the maintenance of documentation identifying the hauler, generator, place of origin of the debris or soil, the weight or volume of the debris or soil, and the location, owner, and operator of the facility where the debris or soil was transferred, disposed, recycled or treated. This documentation must be maintained by the Contractor for 3 years.” EARTH EXCAVATION 202.03 Removal and Disposal of Surplus , Unsuitable, and Organic Materials : Add the following; If written approval is provided by the Village of Plainfield in addition to acceptable soil testing results provided by the Contractor, the Contractor may dispose of excess materials at the Village of Plainfield’s Public Works facilities. Replace 202.07 Method of Measurement with the following: Earth excavation will not be measured for payment. It is estimated 50 cubic yards of earth excavation is required for the contract. Replace the first paragraph in 202.08 Basis of Payment with the following: Earth excavation will be paid for at the unit price per lump sum for EARTH EXCAVATION. The price shall include other items of work under the general heading of Earthwork for which no payment item is included in the contract including soil pH testing. Village of Plainfield 2022 Pavement Patching Program -6- PARKWAY RESTORATION Description. This work shall be done in accordance with Sections 211 and 252 of the Standard Specifications and the details provided, except where modified herein. The purpose of this work is to restore the areas disturbed by construction and/or to provide proper drainage in the parkways. This work shall include restoring disturbed areas within the construction limits, removing excess backfill material, furnishing and placing topsoil in accordance with Section 211, compacting and grading to maintain positive slope, and sodding the areas in accordance with Section 252. Care should be taken to insure proper compaction as the Contractor will be responsible for repair of any areas where settlement occurs. Sod shall be placed when the ground is in a workable condition and temperatures are less than 80ºF. Before the placement of sod in these areas, weeds shall be cut down and removed, and the topsoil shall be additionally fine-graded as needed. Additional topsoil may be required to be placed at this time due to settlement, tire ruts, etc. No additional payment will be allowed for this work. 211.02 Materials. Add the following to the end of the Article: “Topsoil shall be a loamy mixture of black dirt having at least 90 percent passing a No. 10 sieve, and shall be free of large roots, brush, sticks, weeds, stones larger than 1/2-inch in diameter and any other litter. Topsoil pH shall not be lower than 4.5 nor higher than 8.5 as determined in accordance with ASTM procedures for soil testing. 211.04 Placing Topsoil and Compost. Add the following to the end of the Article: “The topsoil shall be spread to a smooth, compacted uniform thickness of not less than 4 inches.” 252.02 Materials. Delete 252.02 (b) 252.03 Ground Preparation. Add the following to the end of the Article: “The removal of any excess backfill material shall be included in the pay item for PARKWAY RESTORATION. Fertilizer nutrients shall be applied in accordance with Section 252.03 of the Standard Specifications and shall be included in the pay item for PARKWAY RESTORATION.” 252.06 Placing Sod. Add the following to the end of the Article: “Contractor shall provide subsequent resodding until a satisfactory growth of grass is produced or if settlement occurs.” Village of Plainfield 2022 Pavement Patching Program -7- 211.07 and 252.12 Method of Measurement. Delete the final paragraph of Article 252.12, Replace Article 211.07 and the first paragraph of 252.12 with the following: “Method of Measurement. This work will not be measured for payment. 211.08 and 252.18 Basis of Payment. Delete the final paragraph of Article 252.13, Replace Article 211.08 and the first three paragraphs of 252.13 with the following: “Basis of Payment. This work will not be paid for separately and shall be included in the cost of the contract.” PROTECTION OF TREES AND SHRUBS Every effort shall be made by Contractor when working near trees and shrubs to preserve them from harm. Contractor shall be responsible for damage to or loss of any tree or shrub. Wherever trees interfere with normal excavation procedures, the following shall govern. No machine excavation shall be made within a distance of three tree trunk diameters or 12 inches (whichever is greater) of any tree, and no roots over 2 inches in diameter shall be cut unless, in the opinion of the Engineer, it is impossible to complete the work without cutting. Excavation closer than three trunk diameters or 12 inches (whichever is greater) from any tree shall be made by hand and the tree shall be tunneled where necessary as determined by the Engineer. Damage to tree limbs shall be held to a minimum. Shrubs and tree limbs shall be tied back wherever necessary to prevent their loss or damage. Wherever damage by construction equipment to limbs and branches is unavoidable, they shall be pruned before starting work and sealed in accordance with best forestry practice. Wherever necessary, Contractor shall provide plank wrappers wired in place to protect tree trunks from being damaged by trench machinery, tractors or trucks. Protective planking shall be removed as soon as practical after the work in the vicinity has been completed. In removing spoil banks from around trees, hand work will be required as necessary to prevent damage to the trunks by construction machinery. Small trees (less than 4 inches in diameter) and shrubs which are removed or severely damaged during construction shall be replaced in kind and size by Contractor. Trees larger than 1 inch in diameter shall be furnished balled and burlapped. Contractor shall have the option of removing and replanting existing small trees and shrubs in the construction zone in lieu of replacement with new stock. All plantings shall be thoroughly watered at the time of planting and thereafter as required. All trees and shrubs planted or replanted by the Contractor which do not survive in good condition for a period of 18 months after the time of planting shall be removed and replaced by Contractor. Damages at the rate of one hundred fifty dollars ($150.00) per inch of trunk diameter shall be charged against the Contractor for unauthorized removal or destruction of any tree 4 inches in diameter or larger. Village of Plainfield 2022 Pavement Patching Program -8- This work shall not be paid for separately but shall be included to the work item for which the protection is necessary. PREPARATION OF BASE Delete Article 358.06 and replace with the following; “Preparation of base will not be measured for payment.” Delete Article 358.07 and replace with the following; “Preparation of base will not be paid for separately and shall be included in the cost of the contract.” HOT-MIX ASPHALT SURFACE REMOVAL–BUTT JOINT (SPECIAL) Description: This work shall be performed in accordance with Section 406 of the Standard Specifications and details in the contract documents. The HOT MIX ASPHALT–BUTT JOINT (SPECIAL) shall include removal of existing entrance pavement to a depth of two inches for a two-foot length and the width of the existing entrance. Measurement and Payment: This work will be measured and paid for per square yard for HOT MIX ASPHALT–BUTT JOINT (SPECIAL). TEMPORARY RAMPS Temporary ramps will not be measured and paid for and shall be included in the cost of the contract. HOT-MIX ASPHALT SURFACE REMOVAL, 2” Add the following to Article 440.04: “Pavement shall be saw cut prior to removal. Prior to replacement of the HMA surface course, if encountered, the exposed aggregate base course shall be shaped and compacted to the satisfaction of the Engineer. All areas will have a minimum width of 7.5 feet unless otherwise noted by the Engineer.” Add the following to Article 440.08: “Saw cutting of existing pavement and shaping and compacting existing aggregate exposed shall be included in the cost of HOT-MIX ASPHALT SURFACE REMOVAL, 2”. BITUMINOUS MATERIAL (PRIME COAT) and BITUMINOUS MATERIAL (TACK COAT) Bituminous Materials (Prime Coat) and Bituminous Materials (Tack Coat) will not be measured and paid for separately and shall be included in the cost of the Contract. Village of Plainfield 2022 Pavement Patching Program -9- CLASS D PATCHES This work shall be done in accordance with Section 442 of the Standard Specifications except as modified herein. 442.01 Description. Delete all reference to a specified “type” in this Article and add the following; “Class D, Patches, shall include Hot-Mix Asphalt Surface and Binder Courses according to the HMA Mixture Table in the Contract Documents.” 442.11 Basis of Payment. Revise the second paragraph of this Article to Read: “This work will be paid for at the contract unit price per square yard for CLASS D PATCHES, of the thickness specified. Saw cutting the existing pavement shall be included in the cost of the patch. BUTT JOINTS at the end of patches will be paid for separately.” HOT-MIX ASPHALT BINDER AND SURFACE COURSE Revise Article 1004.03(c) to read: “(c) Gradation. The coarse aggregate gradations shall be as listed in the following table. Use Size/Application Gradation No. Class A-1, A-2, and A-3 3/8 in. (10 mm) Seal CA 16 or CA 20 Class A-1 1/2 in. (13 mm) Seal CA 15 Class A-2 & A-3 Cover Coat CA 14 HMA High ESAL IL-19.0; Stabilized Subbase IL-19.0 CA 11 1/ SMA 12.5 2/ CA 134/, CA 14, or CA 16 SMA 9.5 2/ CA 133/4/ or CA 163/ IL-9.5 CA 16, CM 134/ IL-9.5FG CA 16 HMA Low ESAL IL-19.0L CA 11 1/ IL-9.5L CA 16 1/ CA 16 or CA 13 may be blended with the CA 11. 2/ The coarse aggregates used shall be capable of being combined with the fine aggregates and mineral filler to meet the approved mix design and the mix requirements noted herein. 3/ The specified coarse aggregate gradations may be blended. Village of Plainfield 2022 Pavement Patching Program -10- 4/ CA 13 shall be 100 percent passing the 1/2 in. (12.5mm) sieve.” Revise Article 1004.03(e) of the Supplemental Specifications to read: “(e) Absorption. For SMA the coarse aggregate shall also have water absorption ≤ 2.0 percent.” Revise the “High ESAL” portion of the table in Article 1030.01 to read: “High ESAL Binder Courses IL-19.0, IL-9.5, IL-9.5FG, IL-4.75, SMA 12.5, Stabilized Subbase IL-19.0 Surface Courses IL-9.5, IL-9.5FG, SMA 12.5, SMA 9.5” Revise Note 2. and add Note 6 to Article 1030.02 of the Standard Specifications to read: “Item Article/Section (g)Performance Graded Asphalt Binder (Note 6) 1032 (h) ....................................................................................................................... Fibers (Note 2) Note 2. A stabilizing additive such as cellulose or mineral fiber shall be added to the SMA mixture according to Illinois Modified AASHTO M 325. The stabilizing additive shall meet the Fiber Quality Requirements listed in Illinois Modified AASHTO M 325. Prior to approval and use of fibers, the Contractor shall submit a notarized certification by the producer of these materials stating they meet these requirements. Note 6. The asphalt binder shall be an SBS PG 76-28 when the SMA is used on a full-depth asphalt pavement and SBS PG 76-22 when used as an overlay, except where modified herein. The asphalt binder shall be a SBS PG 76-22 for IL-4.75, except where modified herein.” Revise table in Article 1030.05(a) of the Standard Specifications to read: “MIXTURE COMPOSITION (% PASSING) 1/ Sieve Size IL-19.0 mm SMA 12.5 SMA 9.5 IL- 9.5mm IL-9.5FG IL-4.75 mm min max min max min max min max min max min max 1 1/2 in (37.5 mm) 1 in. (25 mm) 100 3/4 in. (19 mm) 90 100 100 1/2 in. (12.5 mm) 75 89 80 100 100 100 100 100 Village of Plainfield 2022 Pavement Patching Program -11- “MIXTURE COMPOSITION (% PASSING) 1/ Sieve Size IL-19.0 mm SMA 12.5 SMA 9.5 IL- 9.5mm IL-9.5FG IL-4.75 mm min max min max min max min max min max min max 3/8 in. (9.5 mm) 65 90 100 90 100 90 100 100 #4 (4.75 mm) 40 60 20 30 36 50 34 69 60 756/ 90 100 #8 (2.36 mm) 20 42 16 24 4/ 16 324/ 34 5/ 52 2/ 45 606/ 70 90 #16 (1.18 mm) 15 30 10 32 25 40 50 65 #30 (600 m) 12 16 12 18 15 30 #50 (300 m) 6 15 4 15 8 15 15 30 #100 (150 m) 4 9 3 10 6 10 10 18 #200 (75 m) 3.0 6.0 7.0 9.0 3/ 7.5 9.5 3/ 4.0 6.0 4.0 6.5 7.0 9.0 3/ #635 (20 m) ≤ 3.0 ≤ 3.0 Ratio Dust/Asphalt Binder 1.0 1.5 1.5 1.0 1.0 1.0 1/ Based on percent of total aggregate weight. 2/ The mixture composition shall not exceed 44 percent passing the #8 (2.36 mm) sieve for surface courses with Ndesign = 90. 3/ Additional minus No. 200 (0.075 mm) material required by the mix design shall be mineral filler, unless otherwise approved by the Engineer. 4/ When establishing the Adjusted Job Mix Formula (AJMF) the percent passing the #8 (2.36 mm) sieve shall not be adjusted above the percentage stated on the table. 5/ When establishing the Adjusted Job Mix Formula (AJMF) the percent passing the #8 (2.36 mm) sieve shall not be adjusted below 34 percent. 6/ When the mixture is used as a binder, the maximum shall be increased by 0.5 percent passing.” Revise Article 1030.05(b) of the Standard Specifications to read: (b) Volumetric Requirements. The target value for the air voids of the HMA shall be 4.0 percent, for IL-4.75 and SMA mixtures it shall be 3.5 percent and for Stabilized Subbase it shall be 3.0 percent at the design number of gyrations. The voids in the mineral aggregate (VMA) and voids filled with asphalt binder (VFA) of the HMA design shall be based on the nominal maximum size of the aggregate in the mix and shall conform to the following requirements. Village of Plainfield 2022 Pavement Patching Program -12- Voids in the Mineral Aggregate (VMA), % Minimum for Ndesign Mix Design 30 50 70 80 90 IL-19.0 13.5 13.5 13.5 IL-9.5 15.0 15.0 IL-9.5FG 15.0 15.0 IL-4.751/ 18.5 SMA-12.51/2/5/ 17.03//16.04/ SMA-9.51/2/5/ 17.03//16.04/ IL-19.0L 13.5 IL-9.5L 15.0 1/ Maximum draindown shall be 0.3 percent according to Illinois Modified AASHTO T 305. 2/ The draindown shall be determined at the JMF asphalt binder content at the mixing temperature plus 30°F. 3/ Applies when specific gravity of coarse aggregate is ≥ 2.760. 4/ Applies when specific gravity of coarse aggregate is < 2.760. 5/ For surface course, the coarse aggregate can be crushed steel slag, crystalline crushed stone or crushed sandstone. For binder course, coarse aggregate shall be crushed stone (dolomite), crushed gravel, crystalline crushed stone, or crushed sandstone.” Revise the last paragraph of Article 1102.01 (a) (5) of the Standard Specifications to read: “IL-4.75 and Stone Matrix Asphalt (SMA) mixtures which contain aggregate having absorptions greater than or equal to 2.0 percent, or which contain steal slag sand, shall have minimum surge bin storage plus haul time of 1.5 hours.” Add after the third sentence of Article 1030.09(b): “If the Contractor and Engineer agree the nuclear density test method is not appropriate for the mixture, cores shall be taken at random locations determined according to the QC/QA document "Determination of Random Density Test Site Locations". Core densities shall be determined using the Illinois Modified AASHTO T 166 or T 275 procedure.” Village of Plainfield 2022 Pavement Patching Program -13- Revise Table 1 and Note 4/ of Table 1 in Article 406.07(a) of the Standard Specifications to read: Breakdown/Intermediate Roller (one of the following) Final Roller (one or more of the following) Density Requirement IL-9.5, IL-9.5FG, IL- 19.01/ VD, P , TB, 3W, OT, OB VS, TB, TF, OT As specified in Section 1030 IL-4.75 and SMA 3/ 4/ TB, 3W, OT TF, 3W As specified in Section 1030 Mixtures on Bridge Decks 2/ TB TF As specified in Articles 582.05 and 582.06. “4/ The Contractor shall provide a minimum of two steel-wheeled tandem rollers (T B), and/or three- wheel (3W) rollers for breakdown, except one of the (TB) or (3W) rollers shall be 84 inches (2.14 m) wide and a weight of 315 pound per linear inch (PLI) (5.63 kg/mm) and one of the (T B) or (3W) rollers can be substituted for an oscillatory roller (O T). TF rollers shall be a minimum of 280 lb/in. (50 N/mm). The 3W and TB rollers shall be operated at a uniform speed not to exceed 3 mph (5 km/h), with the drive roll for TB rollers nearest the paver and maintain an effective rolling distance of not more than 150 ft (45 m) behind the paver.” Add the following after the fourth paragraph of Article 406.13 (b): “The plan quantities of SMA mixtures shall be adjusted using the actual approved binder and surface Mix Design’s Gmb.” Revise first paragraph of Article 1030.10 of the Standard Specifications to read: “A test strip of 300 ton (275 metric tons), except for SMA mixtures it will be 400 ton (363 metric ton), will be required for each mixture on each contract at the beginning of HMA production for each construction year according to the Manual of Test Procedures for Materials “Hot Mix Asphalt Test Strip Procedures.” At the request of the Producer, the Engineer may waive the test strip if previous construction during the current construction year has demonstrated the constructability of the mix using Department test results.” Revise third paragraph of Article 1030.10 of the Standard Specifications to read: “When a test strip is constructed, the Contractor shall collect and split the mixture according to the document “Hot-Mix Asphalt Test Strip Procedures.” The Engineer, or a representative, shall deliver split sample to the District Laboratory for verification testing. The Contractor shall complete mixture tests stated in Article 1030.09(a). Mixture sampled shall include enough material for the Department to conduct mixture tests detailed in Article 1030.09(a) and in the document “Hot-Mix Asphalt Mixture Design Verification Procedure” Section 3.3. The mixture test results shall meet the requirements of Articles 1030.05(b) and 1030.05(d), except Hamburg wheel tests will only be conducted on High ESAL mixtures during production.” Village of Plainfield 2022 Pavement Patching Program -14- SAW CUTTING All saw cutting operations associated with the Contract will not be paid for separately, and shall be included in the cost of the various contract pay items requiring saw cuts. The Contractor shall be responsible for removing the residue created by saw cutting operations in a manner acceptable to the Engineer. The resulting surface shall be sufficiently clean so that no tracking of residue by vehicles or pedestrians occurs. DRAINAGE AND INLET PROTECTION UNDER TRAFFIC (D-1) Effective: April 1, 2011 Revised: April 2, 2011 Add the following to Article 603.02 of the Standard Specifications: “ (i) Temporary Hot-Mix Asphalt (HMA) Ramp (Note 1) 1030 (j) Temporary Rubber Ramps (Note 2) Note 1. The HMA shall have maximum aggregate size of 3/8 in. (95 mm). Note 2. The rubber material shall be according to the following. Property Test Method Requirement Durometer Hardness, Shore A ASTM D 2240 75 15 Tensile Strength, psi (kPa) ASTM D 412 300 (2000) min Elongation, percent ASTM D 412 90 min Specific Gravity ASTM D 792 1.0–1.3 Brittleness, F (C) ASTM D 746 -40 (-40)” Revise Article 603.07 of the Standard Specifications to read: “603.07 Protection Under Traffic. After the casting has been adjusted and the Class PP concrete has been placed, the work shall be protected by a barricade and two lights according to Article 701.17(e)(3)b. When castings are under traffic before the final surfacing operation has been started, properly sized temporary ramps shall be placed around the drainage and/or utility castings according to the following methods. (a) Temporary Asphalt Ramps. Temporary hot-mix asphalt ramps shall be placed around the casting, flush with its surface and decreasing to a featheredge in a distance of 2 feet (600 mm) around the entire surface of the casting. Village of Plainfield 2022 Pavement Patching Program -15- (b) Temporary Rubber Ramps. Temporary rubber ramps shall only be used on roadways with permanent posted speeds of 40 mph or less and when the height of the casting to be protected meets the proper sizing requirements for the rubber ramps as shown below. Dimension Requirement Inside Opening Outside dimensions of casting + 1 in. (25 mm) Thickness at inside edge Height of casting  1/4 in. (6 mm) Thickness at outside edge 1/4 in. (6 mm) max. Width, measured from inside opening to outside edge 8 1/2 in. (215 mm) min Placement shall be according to the manufacturer’s specifications. Temporary ramps for castings shall remain in place until surfacing operations are undertaken within the immediate area of the structure. Prior to placing the surface course, the temporary ramp shall be removed. Excess material shall be disposed of according to Article 202.03.” ADJUSTMENTS AND RECONSTRUCTIONS (D1) Effective: March 15, 2011 Revise the first paragraph of Article 602.04 to read: “602.04 Concrete. Cast-in-place concrete for structures shall be constructed of Class SI concrete according to the applicable portions of Section 503. Cast-in-place concrete for pavement patching around adjustments and reconstructions shall be constructed of Class PP-1 concrete, unless otherwise noted in the plans, according to the applicable portions of Section 1020.” Revise the third, fourth and fifth sentences of the second paragraph of Article 602.11(c) to read: “Castings shall be set to the finished pavement elevation so that no subsequent adjustment will be necessary, and the space around the casting shall be filled with Class PP-1 concrete, unless otherwise noted in the plans, to the elevation of the surface of the base course or binder course. HMA surface or binder course material shall not be allowed. The pavement may be opened to traffic according to Article 701.17(e)(3)b.” Revise Article 603.05 to read: “603.05 Replacement of Existing Flexible Pavement. After the castings have been adjusted, the surrounding space shall be filled with Class PP-1 concrete, unless otherwise noted in the plans, to the elevation of the surface of the base course or binder course. HMA surface or binder course material shall not be allowed. The pavement may be opened to traffic according to Article 701.17(e)(3)b.” Village of Plainfield 2022 Pavement Patching Program -16- Revise Article 603.06 to read: “603.06 Replacement of Existing Rigid Pavement. After the castings have been adjusted, the pavement and HMA that was removed, shall be replaced with Class PP-1 concrete, unless otherwise noted in the plans, not less than 9 inches (225 mm) thick. The pavement may be opened to traffic according to Article 701.17(e)(3)b. The surface of the Class PP concrete shall be constructed flush with the adjacent surface.” Revise the first sentence of Article 603.07 to read: “603.07 Protection Under Traffic. After the casting has been adjusted and the Class PP concrete has been placed, the work shall be protected by a barricade and two lights according to Article 701.17(e)(3)b.” MOBILIZATION: This work shall be done in accordance with Section 671 of the Standard Specifications except as modified herein. 671.02 Basis of Payment. Revise this article to read: “671.02 Basis of Payment. Mobilization will not be paid for separately but rather shall be included in the cost of the items for which this work applies.” TRAFFIC CONTROL AND PROTECTION (SPECIAL) Specific traffic control plan details and Special Provisions have been prepared for this contract. This work shall include all labor, materials, transportation, handling, and incidental work necessary to furnish, install, maintain, and remove all traffic control devices required as indicated in the plans and as approved by the Engineer. When traffic is to be directed over a detour route, the Contractor shall furnish, erect, maintain and remove all applicable traffic control devices along the detour route according to the details shown in the plans. Method of Measurement: All traffic control necessary to complete the project, the details listed in the plans and specified in the Special Provisions will be measured for payment on a lump sum basis. Basis of Payment: All traffic control and protection will be paid for at the contract lump sum price for TRAFFIC CONTROL AND PROTECTION (SPECIAL). TRAFFIC CONTROL PLAN Traffic Control shall be according to the applicable sections of the Standard Specifications, the Supplemental Specifications, the “Illinois Manual of Uniform Traffic Control Devices for Streets Village of Plainfield 2022 Pavement Patching Program -17- and Highways”, any special details and Highway Standards contained in the plans, and the Special Provisions contained herein. Special attention is called to Article 107.09 of the Standard Specifications and the following Highway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control. STANDARDS: 701001-02 OFF-ROAD OPERATIONS, 2L, 2W, MORE THAN 15’ (4.5 m) AWAY 701006-05 OFF-ROAD OPERATIONS, 2L, 2W, 15’ (4.5 m) 24” (600 mm) FROM PAVEMENT EDGE 701011-04 OFF-ROAD MOVING OPERATIONS, 2L, 2W, DAY ONLY 701201-05 LANE CLOSURE, 2L, 2W, FOR SPEEDS >= 45 MPH 701301-04 LANE CLOSURE, 2L, 2W, SHORT TIME OPERATIONS 701306-04 LANE CLOSURE, 2L, 2W, SLOW MOVING OPERATIONS DAY ONLY, FOR SPEEDS >= 45 MPH 701311-03 LANE CLOSURE, 2L, 2W, MOVING OPERATION, DAY ONLY 701501-06 URBAN LANE CLOSURE, 2L, 2W, UNDIVIDED 701502-09 URBAN LANE CLOSURE, 2L, 2W, WITH BIDIRECTIONAL LEFT TURN LANE 701606-10 URBAN LANE CLOSURE, MULTILANE, 2W WITH MOUNTABLE MEDIAN 701701-10 URBAN LANE CLOSURE, MULTILANE INTERSECTION 701801-06 SIDEWALK, CORNER OR CROSSWALK CLOSURE 701901-08 TRAFFIC CONTROL DEVICES DETAILS: DISTRICT ONE TYPICAL PAVEMENT MARKINGS (TC-13) SPECIAL PROVISIONS: LRS-3 WORK ZONE TRAFFIC CONTROL SURVEILLANCE LRS-4 FLAGGERS IN WORK ZONE MAINTENANCE OF ROADWAYS PUBLIC CONVENIENCE AND SAFETY (DISTRICT 1) VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE) WORK ZONE TRAFFIC CONTROL DEVICES (BDE) Construction operations shall be conducted in a manner such that streets will be open to emergency traffic and accessible as required to local traffic. The work shall be accomplished such that the streets will be left open to local traffic at the end of each working day. It will also be necessary to provide advance notice to residents, police, fire, school districts and trash haulers when access to any street will be temporarily closed or limited. At the preconstruction meeting, the Contractor shall furnish the name and telephone number where he may be reached during non-working hours of the individual in his direct employ who is to be responsible for the installation and maintenance of the traffic control for this project. If the actual Village of Plainfield 2022 Pavement Patching Program -18- installation and maintenance are to be accomplished by a subcontractor, consent shall be requested of the Engineer at the time of the preconstruction meeting in accordance with Article 108.01 of the Standard Specifications. This shall not relieve the Contractor of the requirements to have a responsible individual in his direct employ supervise this work. PAVEMENT MARKINGS Any pavement markings damaged due to the work in the Contract shall be fully removed and replaced with the same color and dimension thickness. Pavement markings shall be removed via water blasting. Replacement pavement markings shall be thermoplastic, according to Section 780 of the Standard Specifications. Removal of pavement markings and thermoplastic pavement markings due to the Contractor damaging the pavement markings will not be paid for separately, and shall be considered included in the cost of the pay items included in the Contract. CONSTRUCTION LAYOUT STAKES Delete Measurement and Payment of Recurring Special Provision’s Check Sheet #9 CONSTRUCTION LAYOUT STAKES and replace with the following; “This work will not be measured and paid for separately and shall be included in the cost of the Contract.” FRICTION AGGREGATE (D1) Effective: January 1, 2011 Revised: December 1, 2021 Revise Article 1004.03(a) of the Standard Specifications to read: “1004.03 Coarse Aggregate for Hot-Mix Asphalt (HMA). The aggregate shall be according to Article 1004.01 and the following. (a) Description. The coarse aggregate for HMA shall be according to the following table. Use Mixture Aggregates Allowed Class A Seal or Cover Allowed Alone or in Combination 5/: Gravel Crushed Gravel Carbonate Crushed Stone Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag Crushed Concrete Village of Plainfield 2022 Pavement Patching Program -19- Use Mixture Aggregates Allowed HMA Low ESAL Stabilized Subbase or Shoulders Allowed Alone or in Combination 5/: Gravel Crushed Gravel Carbonate Crushed Stone Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag1/ Crushed Concrete HMA High ESAL Low ESAL Binder IL-19.0 or IL-19.0L SMA Binder Allowed Alone or in Combination 5/ 6/: Crushed Gravel Carbonate Crushed Stone2/ Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Concrete3/ HMA High ESAL Low ESAL C Surface and Binder IL-9.5 IL-9.5FG or IL-9.5L Allowed Alone or in Combination 5/: Crushed Gravel Carbonate Crushed Stone2/ Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag4/ Crushed Concrete3/ HMA High ESAL D Surface and Binder IL-9.5 or IL-9.5FG Allowed Alone or in Combination 5/: Crushed Gravel Carbonate Crushed Stone (other than Limestone)2/ Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag4/ Other Combinations Allowed: Up to... With... 25% Limestone Dolomite 50% Limestone Any Mixture D aggregate other than Dolomite Village of Plainfield 2022 Pavement Patching Program -20- Use Mixture Aggregates Allowed 75% Limestone Crushed Slag (ACBF) or Crushed Sandstone HMA High ESAL E Surface IL-9.5 SMA Ndesign 80 Surface Allowed Alone or in Combination 5/ 6/: Crushed Gravel Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag No Limestone. Other Combinations Allowed: Up to... With... 50% Dolomite2/ Any Mixture E aggregate 75% Dolomite2/ Crushed Sandstone, Crushed Slag (ACBF), Crushed Steel Slag, or Crystalline Crushed Stone 75% Crushed Gravel2/ Crushed Sandstone, Crystalline Crushed Stone, Crushed Slag (ACBF), or Crushed Steel Slag HMA High ESAL F Surface IL-9.5 SMA Ndesign 80 Surface Allowed Alone or in Combination 5/ 6/: Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag No Limestone. Other Combinations Allowed: Up to... With... Village of Plainfield 2022 Pavement Patching Program -21- Use Mixture Aggregates Allowed 50% Crushed Gravel2/ or Dolomite2/ Crushed Sandstone, Crushed Slag (ACBF), Crushed Steel Slag, or Crystalline Crushed Stone 1/ Crushed steel slag allowed in shoulder surface only. 2/ Carbonate crushed stone (limestone) and/or crushed gravel shall not be used in SMA Ndesign 80. 3/ Crushed concrete will not be permitted in SMA mixes. 4/ Crushed steel slag shall not be used as binder. 5/ When combinations of aggregates are used, the blend percent measurements shall be by volume.” 6/ Combining different types of aggregate will not be permitted in SMA Ndesign 80.” RECLAIMED ASPHALT SHINGLES The use of “RECLAIMED ASPHALT SHINGLES” (RAS) on this project shall be 0%. MATERIAL INSPECTION All materials incorporated in this contract are to be inspected according to the Project Procedures Guidelines (PPG). The latest version is available on the IDOT website as http://www.dot.state.il.us/materials/projectproceduresguide.html. All bituminous and concrete materials shall be inspected at the plant and on the job site with the Engineer being notified at least 24 hours in advance of the placement of any of these materials. Contractor shall allow the inspector access to it plant area to observe the operations and take material samples as required. Inspection and testing shall be per Non QC/QA Requirements. Five percent (5%) of the final contract amount will be withheld pending receipt of all documentation and approval of the Engineer’s Final Payment Estimate by the Village of Plainfield. HOT-MIX ASPHALT–MIXTURE DESIGN VERIFICATION AND PRODUCTION (D1) Effective: January 1, 2019 Revised: December 1, 2021 Add to Article 1030.05 (d)(3) of the Standard Specifications to read: “During mixture design, prepared samples shall be submitted to the District laboratory by the Contractor for verification testing. The required testing, and number and size of prepared samples submitted, shall be according to the following tables. Village of Plainfield 2022 Pavement Patching Program -22- High ESAL–Required Samples for Verification Testing Mixture Hamburg Wheel and I-FIT Testing 1/ 2/ Binder total of 3–160 mm tall bricks Surface total of 4–160 mm tall bricks Low ESAL–Required Samples for Verification Testing Mixture I-FIT Testing 1/ 2/ Binder One 160 mm tall brick Surface Two 160 mm tall bricks 1/ The compacted gyratory bricks for Hamburg wheel and I-FIT testing shall be 7.5 ± 0.5 percent air voids. 2/ If the Contractor does not possess the equipment to prepare the 160 mm tall brick(s), twice as many 115 mm tall compacted gyratory bricks will be acceptable. Revise the fourth paragraph of Article 1030.10 of the Standard Specifications to read: “When a test strip is not required, each HMA mixture shall still be sampled on the first day of production: I-FIT and Hamburg wheel testing for High ESAL and I-FIT testing for Low ESAL. Within two working days after sampling the mixture, the Contractor shall deliver gyratory cylinders to the District laboratory for Department verification testing. The High ESAL mixture test results shall meet the requirements of Articles 1030.05(d)(3) and 1030.05(d)(4). The Low ESAL mixture test results shall meet the requirements of Article 1030.05(d)(4). The required number and size of prepared samples submitted for the Hamburg wheel and I-FIT testing shall be according to the “High ESAL–Required Samples for Verification Testing” table in Article 1030.05(d)(3) above.” Add the following to the end of Article 1030.10 of the Standard Specifications to read: “Mixture sampled during first day of production shall include approximately 60 lb (27 kg) of additional material for the Department to conduct Hamburg wheel testing and approximately 80 lb (36 kg) of additional material for the Department to conduct I-FIT testing. Within two working days after sampling, the Contractor shall deliver prepared samples to the District laboratory for verification testing. The required number and size of prepared samples submitted for the Hamburg wheel and I-FIT testing shall be according to the “High ESAL-Required Samples for Verification Testing” table in Article 1030.05(d)(3) above.” Village of Plainfield 2022 Pavement Patching Program -23- GROUND TIRE RUBBER (GTR) MODIFIED ASPHALT BINDER (D1) Effective: June 26, 2006 Revised: December 1, 2021 Add the following to the end of article 1032.05 of the Standard Specifications: “(c) Ground Tire Rubber (GTR) Modified Asphalt Binder. A quantity of 10.0 to 14.0 percent GTR (Note 1) shall be blended by dry unit weight with a PG 64-28 to make a GTR 70-28 or a PG 58-28 to make a GTR 64-28. The base PG 64-28 and PG 58-28 asphalt binders shall meet the requirements of Article 1032.05(a). Compatible polymers may be added during production. The GTR modified asphalt binder shall meet the requirements of the following table. Test Asphalt Grade GTR 70-28 Asphalt Grade GTR 64-28 Flash Point (C.O.C.), AASHTO T 48, °F (°C), min. 450 (232) 450 (232) Rotational Viscosity, AASHTO T 316 @ 275 °F (135 °C), Poises, Pa∙s, max. 30 (3) 30 (3) Softening Point, AASHTO T 53, °F (°C), min. 135 (57) 130 (54) Elastic Recovery, ASTM D 6084, Procedure A (sieve waived) @ 77 °F, (25 °C), aged, ss, 100 mm elongation, 5 cm/min., cut immediately, %, min. 65 65 Note 1. GTR shall be produced from processing automobile and/or light truck tires by the ambient grinding method. GTR shall not exceed 1/16 in. (2 mm) in any dimension and shall contain no free metal particles or other materials. A mineral powder (such as talc) meeting the requirements of AASHTO M 17 may be added, up to a maximum of four percent by weight of GTR to reduce sticking and caking of the GTR particles. When tested in accordance with Illinois modified AASHTO T 27, a 50 g sample of the GTR shall conform to the following gradation requirements: Sieve Size Percent Passing No. 16 (1.18 mm) 100 No. 30 (600 m) 95  5 No. 50 (300 m) > 20 Add the following to the end of Note 1. of article 1030.03 of the Standard Specifications: “A dedicated storage tank for the Ground Tire Rubber (GTR) modified asphalt binder shall be provided. This tank must be capable of providing continuous mechanical mixing throughout by continuous agitation and recirculation of the asphalt binder to provide a uniform mixture. The Village of Plainfield 2022 Pavement Patching Program -24- tank shall be heated and capable of maintaining the temperature of the asphalt binder at 300 F to 350 F (149 C to 177 C). The asphalt binder metering systems of dryer drum plants shall be calibrated with the actual GTR modified asphalt binder material with an accuracy of  0.40 percent.” CONTRACT EXTENSION The initial contract period shall extend from the award of the contract till substantial completion. Upon mutual written agreement of the Contractor and the Owner, the contract may be renewed annually to a maximum total contract period of four years. The Contractor’s unit prices shall be adjusted at each such annual renewal based upon the greater of 3 percent or 100 percent of the annual change in the CPI-U for the preceding calendar year. CPI-U shall mean the Consumer Price Index for all categories of goods for all urban consumers for the Chicago area as published by the U.S. Department of Labor. The Contractor will be required to submit a new performance/payment bond for the full amount of the annual contract renewal. A maintenance bond shall not be required until the contract is no longer renewed as provided above. LR107-4 Page 1 of 1 The entities listed above and their officers, employees, and agents shall be indemnified and held harmless in accordance with Article 107.26. State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR INSURANCE Effective: February 1, 2007 Revised: August 1, 2007 All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. The Contractor shall name the following entities as additional insured under the Contractor’s general liability insurance policy in accordance with Article 107.27: Village of Plainfield, Illinois, and Strand Associates, Inc. LR 109 Page 1 of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR EQUIPMENT RENTAL RATES Effective: January 1, 2012 All references to Sections or Articles in this specification shall be construed to mean a specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. Replace Article 109.04(b)(4) with the following: "(4) Equipment. For any machinery or special equipment (other than small tools) the use of which has been authorized by the Engineer, the Contractor will be paid according to the latest revision of “SCHEDULE OF AVERAGE ANNUAL EQUIPMENT OWNERSHIP EXPENSE” and latest index factor as issued by the Illinois Department of Transportation. The equipment should be of a type and size reasonably required to complete the extra work.” LR1030‐2    State of Illinois DEPARTMENT OF TRANSPORTATION Bureau of Local Roads & Streets SPECIAL PROVISION FOR LOCAL QUALITY ASSURANCE/ QUALITY MANAGEMENT QC/QA Effective: January 1, 2022 Replace the first five paragraphs of Article 1030.06 of the Standard Specifications with the following: “ 1030.06 Quality Management Program. The Quality Management Program (QMP) will be Quality Control / Quality Assurance (QC/QA) according to the following.” Delete Article 1030.06(d)(1) of the Standard Specifications. Revise Article 1030.09(g)(3) of the Standard Specifications to read: “ (3) If core testing is the density verification method, the Contractor shall provide personnel and equipment to collect density verification cores for the Engineer. Core locations will be determined by the Engineer following the document “Hot-Mix Asphalt QC/QA Procedure for Determining Random Density Locations” at density verification intervals defined in Article 1030.09(b). After the Engineer identifies a density verification location and prior to opening to traffic, the Contractor shall cut a 4 in. (100 mm) diameter core. With the approval of the Engineer, the cores may be cut at a later time.” Revise Article 1030.09(h)(2) of the Standard Specifications to read: “ (2) After final rolling and prior to paving subsequent lifts, the Engineer will identify the random density verification test locations. Cores or nuclear density gauge testing will be used for density verification. The method used for density verification will be as selected below. Density Verification Method Cores Nuclear Density Gauge (Correlated when paving ≥ 3,000 tons per mixture) Density verification test locations will be determined according to the document “Hot- Mix Asphalt QC/QA Procedure for Determining Random Density Locations”. The density testing interval for paving wider than or equal to 3 ft (1 m) will be 0.5 miles (800 m) for lift thicknesses of 3 in. (75 mm) or less and 0.2 miles (320 m) for lift thicknesses greater than 3 in. (75 mm). The density testing interval for paving less than 3 ft (1 m) wide will be 1 mile (1,600 m). If a day’s paving will be less than the prescribed density testing interval, the length of the day’s paving will be the interval for that day. The density testing interval for mixtures used for patching will be 50 patches with a minimum of one test per mixture per project. If core testing is the density verification method, the Engineer will witness the Contractor coring, and secure and take possession of all density samples at the x LR1030‐2    density verification locations. The Engineer will test the cores collected by the Contractor for density according to Illinois Modified AASHTO T 166 or AASHTO T 275. If nuclear density gauge testing is the density verification method, the Engineer will conduct nuclear density gauge tests. The Engineer will follow the density testing procedure detailed in the document “Illinois Modified ASTM D 2950, Standard Test Method for Density of Bituminous Concrete In-Place by Nuclear Method”. A density verification test will be the result of a single core or the average of the nuclear density tests at one location. The results of each density test must be within acceptable limits. The Engineer will promptly notify the Contractor of observed deficiencies.” Revise the seventh paragraph and all subsequent paragraphs in Section D. of the document “Hot-Mix Asphalt QC/QA Initial Daily Plant and Random Samples” to read: “Mixtures shall be sampled from the truck at the plant by the Contractor following the same procedure used to collect QC mixture samples (Section A). This process will be witnessed by the Engineer who will take custody of the verification sample.  Each sample bag with a verification mixture sample will be secured by the Engineer using a locking ID tag. Sample boxes containing the verification mixture sample will be sealed/taped by the Engineer using a security ID label.” BDE SPECIAL PROVISIONS For the November 18, 2022 Letting The following special provisions indicated by a “check mark” are applicable to this contract and will be included by the Project Coordination and Implementation Section of the BD&E. An * indicates a new or revised special provision for the letting. File Name # Special Provision Title Effective Revised 80099 1 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022 80274 2 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 3 Automated Flagger Assistance Device Jan. 1, 2008 80173 4 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80426 5 Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 Jan. 1, 2022 80436 6 Blended Finely Divided Minerals April 1, 2021 80241 7 Bridge Demolition Debris July 1, 2009 5053I 8 Building Removal Sept. 1, 1990 Aug. 1, 2022 5026I 9 Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022 80384 10 Compensable Delay Costs June 2, 2017 April 1, 2019 80198 11 Completion Date (via calendar days) April 1, 2008 80199 12 Completion Date (via calendar days) Plus Working Days April 1, 2008 80293 13 Concrete Box Culverts with Skews > 30 Degrees and April 1, 2012 July 1, 2016 Design Fills ≤ 5 Feet 80311 14 Concrete End Sections for Pipe Culverts Jan. 1, 2013 April 1, 2016 80261 15 Construction Air Quality – Diesel Retrofit June 1, 2010 Nov. 1, 2014 80434 16 Corrugated Plastic Pipe (Culvert and Storm Sewer) Jan. 1, 2021 80029 17 Disadvantaged Business Enterprise Participation Sept. 1, 2000 March 2, 2019 80229 18 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80433 19 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80422 20 High Tension Cable Median Barrier Jan. 1, 2020 Jan. 1, 2022 80443 21 High Tension Cable Median Barrier Removal April 1, 2022 80442 22 Hot-Mix Asphalt Jan. 1, 2022 Aug. 1, 2022 * 80446 23 Hot-Mix Asphalt - Longitudinal Joint Sealant Nov. 1, 2022 80444 24 Hot-Mix Asphalt - Patching April 1, 2022 80438 25 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 Sept. 2, 2021 80411 26 Luminaires, LED April 1, 2019 Jan. 1, 2022 80045 27 Material Transfer Device June 15, 1999 Jan. 1, 2022 80418 28 Mechanically Stabilized Earth Retaining Walls Nov. 1, 2019 Nov. 1, 2020 80430 29 Portland Cement Concrete – Haul Time July 1, 2020 3426I 30 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 * 80445 31 Seeding Nov. 1, 2022 80395 32 Sloped Metal End Section for Pipe Culverts Jan. 1, 2018 80340 33 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 34 Steel Cost Adjustment April 2, 2004 Jan. 1, 2022 80397 35 Subcontractor and DBE Payment Reporting April 2, 2018 80391 36 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 * 80437 37 Submission of Payroll Records April 1, 2021 Nov. 1, 2022 80435 38 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2022 80410 39 Traffic Spotters Jan. 1, 2019 20338 40 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80318 41 Traversable Pipe Grate for Concrete End Sections Jan. 1, 2013 Jan. 1, 2018 80429 42 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 * 80439 43 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80440 44 Waterproofing Membrane System Nov. 1, 2021 80302 45 Weekly DBE Trucking Reports June 2, 2012 Nov. 1, 2021 80427 46 Work Zone Traffic Control Devices Mar. 2, 2020 80071 47 Working Days Jan. 1, 2002 4 4 4 4 4 4 The following special provisions have been deleted from use. File Name Special Provision Title Effective Revised 5048I Building Removal-Case II (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010 5049I Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010 The following special provisions are in the 2022 Standard Specifications and Recurring Special Provisions. File Name Special Provision Title New Location(s) Effective Revised 80425 Cape Seal Sections 405, 1003 Jan. 1, 2020 Jan. 1, 2021 80387 Contrast Preformed Plastic Pavement Marking Articles 780.08, 1095.03 Nov. 1, 2017 80402 Disposal Fees Article 109.04(b) Nov. 1, 2018 80378 Dowel Bar Inserter Articles 420.03, 420.05, 1103.20 Jan. 1, 2017 Jan. 1, 2018 80421 Electric Service Installation Articles 804.04, 804.05 Jan. 1, 2020 80415 Emulsified Asphalts Article 1032.06 Aug. 1, 2019 80423 Engineer’s Field Office and Laboratory Section 670 Jan. 1, 2020 80417 Geotechnical Fabric for Pipe Underdrains and French Drains Articles 1080.01(a), 1080.05 Nov. 1, 2019 80420 Geotextile Retaining Walls Article 1080.06(d) Nov. 1, 2019 80304 Grooving for Recessed Pavement Markings Articles 780.05, 780.14, 780.15 Nov. 1, 2012 Nov. 1, 2020 80416 Hot-Mix Asphalt – Binder and Surface Course Sections 406, 1003, 1004, 1030, 1101 July 2, 2019 Nov. 1, 2019 80398 Hot-Mix Asphalt – Longitudinal Joint Sealant Sections 406, 1032 Aug. 1, 2018 Nov. 1, 2019 80406 Hot-Mix Asphalt – Mixture Design Verification and Production (Modified for I-FIT) Sections 406, 1030 Jan. 1, 2019 Jan. 2, 2021 80347 Hot-Mix Asphalt – Pay for Performance Using Percent Within Limits – Jobsite Sampling Sections 406, 1030 Nov. 1, 2014 July 2, 2019 80383 Hot-Mix Asphalt – Quality Control for Performance Sections 406, 1030 April 1, 2017 July 2, 2019 80393 Manholes, Valve Vaults, and Flat Slab Tops Articles 602.02, 1042.10 Jan. 1, 2018 Mar. 1, 2019 80424 Micro-Surfacing and Slurry Sealing Sections 404, 1003 Jan. 1, 2020 Jan. 1, 2021 80428 Mobilization Article 671.02 April 1, 2020 80412 Obstruction Warning Luminaires, LED Sections 801, 822, 1067 Aug. 1, 2019 80359 Portland Cement Concrete Bridge Deck Curing Articles 1020.13, 1022.03 April 1, 2015 Nov. 1, 2019 80431 Portland Cement Concrete Pavement Patching Articles 701.17(e)(3)b, 1001.01(d), 1020.05(b)(5) July 1, 2020 80432 Portland Cement Concrete Pavement Placement Article 420.07 July 1, 2020 80300 Preformed Plastic Pavement Marking Type D - Inlaid Articles 780.08, 1095.03 April 1, 2012 April 1, 2016 80157 Railroad Protective Liability Insurance (5 and 10) Article 107.11 Jan. 1, 2006 80306 Reclaimed Asphalt Pavement (RAP) and Reclaimed Asphalt Shingles (RAS) Section 1031 Nov. 1, 2012 Jan. 2, 2021 80407 Removal and Disposal of Regulated Substances Section 669 Jan. 1 2019 Jan. 1, 2020 80419 Silt Fence, Inlet Filters, Ground Stabilization and Riprap Filter Fabric Articles 280.02, 280.04, 1080.02, 1080.03, 1081.15 Nov. 1, 2019 July 1, 2021 80408 Steel Plate Beam Guardrail Manufacturing Article 1006.25 Jan. 1, 2019 80413 Structural Timber Article 1007.03 Aug. 1, 2019 80298 Temporary Pavement Marking Section 703, Article 1095.06 April 1, 2012 April 1, 2017 80409 Traffic Control Devices – Cones Article 701.15(a), 1106.02(b) Jan. 1, 2019 80288 Warm Mix Asphalt Sections 406, 1030, 1102 Jan. 1, 2012 April 1, 2016 80414 Wood Fence Sight Screen Article 641.02 Aug. 1, 2019 April 1, 2020 The following special provisions require additional information from the designer. The additional information needs to be submitted as a separate document. The Project Coordination and Implementation section will then include the information in the applicable special provision. • Bridge Demolition Debris • Completion Date • Railroad Protective Liability Insurance • Building Removal • Completion Date Plus Working Days • Training Special Provisions • Building Removal with Asbestos Abatement • DBE Participation • Working Days CONSTRUCTION AIR QUALITY – DIESEL RETROFIT (BDE) Effective: June 1, 2010 Revised: November 1, 2014 The reduction of emissions of particulate matter (PM) for off-road equipment shall be accomplished by installing retrofit emission control devices. The term “equipment” refers to diesel fuel powered devices rated at 50 hp and above, to be used on the jobsite in excess of seven calendar days over the course of the construction period on the jobsite (including rental equipment). Contractor and subcontractor diesel powered off-road equipment assigned to the contract shall be retrofitted using the phased in approach shown below. Equipment that is of a model year older than the year given for that equipment’s respective horsepower range shall be retrofitted: Effective Dates Horsepower Range Model Year June 1, 2010 1/ 600-749 2002 750 and up 2006 June 1, 2011 2/ 100-299 2003 300-599 2001 600-749 2002 750 and up 2006 June 1, 2012 2/ 50-99 2004 100-299 2003 300-599 2001 600-749 2002 750 and up 2006 1/ Effective dates apply to Contractor diesel powered off-road equipment assigned to the contract. 2/ Effective dates apply to Contractor and subcontractor diesel powered off-road equipment assigned to the contract. The retrofit emission control devices shall achieve a minimum PM emission reduction of 50 percent and shall be: a) Included on the U.S. Environmental Protection Agency (USEPA) Verified Retrofit Technology List (http://www.epa.gov/cleandiesel/verification/verif-list.htm), or verified by the California Air Resources Board (CARB) (http://www.arb.ca.gov/diesel/verdev/vt/cvt.htm); or b) Retrofitted with a non-verified diesel retrofit emission control device if verified retrofit emission control devices are not available for equipment proposed to be used on the project, and if the Contractor has obtained a performance certification from the retrofit device manufacturer that the emission control device provides a minimum PM emission reduction of 50 percent. Note: Large cranes (Crawler mounted cranes) which are responsible for critical lift operations are exempt from installing retrofit emission control devices if such devices adversely affect equipment operation. Diesel powered off-road equipment with engine ratings of 50 hp and above, which are unable to be retrofitted with verified emission control devices or if performance certifications are not available which will achieve a minimum 50 percent PM reduction, may be granted a waiver by the Department if documentation is provided showing good faith efforts were made by the Contractor to retrofit the equipment. Construction shall not proceed until the Contractor submits a certified list of the diesel powered off-road equipment that will be used, and as necessary, retrofitted with emission control devices. The list(s) shall include (1) the equipment number, type, make, Contractor/rental company name; and (2) the emission control devices make, model, USEPA or CARB verification number, or performance certification from the retrofit device manufacturer. Equipment reported as fitted with emissions control devices shall be made available to the Engineer for visual inspection of the device installation, prior to being used on the jobsite. The Contractor shall submit an updated list of retrofitted off-road construction equipment as retrofitted equipment changes or comes on to the jobsite. The addition or deletion of any diesel powered equipment shall be included on the updated list. If any diesel powered off-road equipment is found to be in non-compliance with any portion of this special provision, the Engineer will issue the Contractor a diesel retrofit deficiency deduction. Any costs associated with retrofitting any diesel powered off-road equipment with emission control devices shall be considered as included in the contract unit prices bid for the various items of work involved and no additional compensation will be allowed. The Contractor's compliance with this notice and any associated regulations shall not be grounds for a claim. Diesel Retrofit Deficiency Deduction When the Engineer determines that a diesel retrofit deficiency exists, a daily monetary deduction will be imposed for each calendar day or fraction thereof the deficiency continues to exist. The calendar day(s) will begin when the time period for correction is exceeded and end with the Engineer's written acceptance of the correction. The daily monetary deduction will be $1,000.00 for each deficiency identified. The deficiency will be based on lack of diesel retrofit emissions control. If a Contractor accumulates three diesel retrofit deficiency deductions for the same piece of equipment in a contract period, the Contractor will be shutdown until the deficiency is corrected. Such a shutdown will not be grounds for any extension of the contract time, waiver of penalties, or be grounds for any claim. 80261 HOT-MIX ASPHALT (BDE) Effective: January 1, 2022 Revised: August 1, 2022 Replace Article 1030.09(g)(1) of the Standard Specifications with the following: “ (1) The Contractor shall sample approximately 150 lb (70 kg) of mix as required for the Department’s random mixture verification tests according to Article 1030.09(h)(1).” Replace the second sentence of Article 1030.09(h)(1) of the Standard Specifications with the following: “ The Engineer will randomly identify one sample for each 3,000 tons (2,720 metric tons) of mix, with a minimum of one sample per mix. If the remaining mix quantity is 600 tons (544 metric tons) or less, the quantity will be combined with the previous 3,000 tons (2,720 metric tons) in the Engineer’s random sample identification. If the required tonnage of a mixture for a single pay item is less than 250 tons (225 metric tons) in total, the Engineer will waive mixture verification tests.” Add the following to the end of the third paragraph of Article 1030.09(h)(2) of the Standard Specifications: “ The HMA maximum theoretical specific gravity (Gmm) will be based on the Department mixture verification test. If there is more than one Department mixture verification Gmm test, the Gmm will be based on the average of the Department test results.” Add the following paragraph between the third and four paragraphs of Article 1030.10 of the Standard Specifications: “ When a test strip is not required, each HMA mixture with a quantity of 3,000 tons (2,750 metric tons) or more shall still be sampled on the first day of production: I-FIT and Hamburg wheel testing for High ESAL; I-FIT testing for Low ESAL. Within two working days after sampling the mixture, the Contractor shall deliver gyratory cylinders to the District laboratory for Department verification testing. The High ESAL mixture test results shall meet the requirements of Articles 1030.05(d)(3) and 1030.05(d)(4). The Low ESAL mixture test results shall meet the requirements of Article 1030.05(d)(4).” 80442 HOT-MIX ASPHALT – PATCHING (BDE) Effective: April 1, 2022 Replace Article 442.08(b) of the Standard Specifications with the following: “ (b) Density. The density of the compacted HMA shall be according to Articles 1030.06, 1030.09(b), 1030.09(c), and 1030.09(f).” 80444 SUBMISSION OF PAYROLL RECORDS (BDE) Effective: April 1, 2021 Revised: November 1, 2022 FEDERAL AID CONTRACTS. Revise the following section of Check Sheet #1 of the Recurring Special Provisions to read: “STATEMENTS AND PAYROLLS The payroll records shall include the worker’s name, the worker’s address, the worker’s telephone number when available, the worker’s social security number, the worker’s classification or classifications, the worker’s gross and net wages paid in each pay period, the worker’s number of hours worked each day, and the worker’s starting and ending times of work each day. However, any Contractor or subcontractor who remits contributions to a fringe benefit fund that is not jointly maintained and jointly governed by one or more employers and one or more labor organization must additionally submit the worker’s hourly wage rate, the worker’s hourly overtime wage rate, the worker’s hourly fringe benefit rates, the name and address of each fringe benefit fund, the plan sponsor of each fringe benefit, if applicable, and the plan administrator of each fringe benefit, if applicable. The Contractor and each subcontractor shall certify and submit payroll records to the Department each week from the start to the completion of their respective work, except that full social security numbers shall not be included on weekly submittals. Instead, the payrolls shall include an identification number for each employee (e.g., the last four digits of the employee’s social security number). In addition, starting and ending times of work each day may be omitted from the payroll records submitted. The submittals shall be made using LCPtracker Pro software. The software is web-based and can be accessed at https://lcptracker.com/. When there has been no activity during a work week, a payroll record shall still be submitted with the appropriate option (“No Work”, “Suspended”, or “Complete”) selected.” STATE CONTRACTS. Revise Item 3 of Section IV of Check Sheet #5 of the Recurring Special Provisions to read: “ 3. Submission of Payroll Records. The Contractor and each subcontractor shall, no later than the 15th day of each calendar month, file a certified payroll for the immediately preceding month to the Illinois Department of Labor (IDOL) through the Illinois Prevailing Wage Portal in compliance with the State Prevailing Wage Act (820 ILCS 130). The portal can be found on the IDOL website at https://www2.illinois.gov/idol/Laws- Rules/CONMED/Pages/Prevailing-Wage-Portal.aspx. Payrolls shall be submitted in the format prescribed by the IDOL. In addition to filing certified payroll(s) with the IDOL, the Contractor and each subcontractor shall certify and submit payroll records to the Department each week from the start to the completion of their respective work, except that full social security numbers shall not be included on weekly submittals. Instead, the payrolls shall include an identification number for each employee (e.g., the last four digits of the employee’s social security number). In addition, starting and ending times of work each day may be omitted from the payroll records submitted. The submittals shall be made using LCPtracker Pro software. The software is web-based and can be accessed at https://lcptracker.com/. When there has been no activity during a work week, a payroll record shall still be submitted with the appropriate option (“No Work”, “Suspended”, or “Complete”) selected.” 80437 VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE) Effective: November 1, 2021 Revised: November 1, 2022 Add the following paragraph after the first paragraph of Article 701.08 of the Standard Specifications: “ The Contractor shall equip all vehicles and equipment with high-intensity oscillating, rotating, or flashing, amber or amber-and-white, warning lights which are visible from all directions. In accordance with 625 ILCS 5/12-215, the lights may only be in operation while the vehicle or equipment is engaged in construction operations.” 80439 WORK ZONE TRAFFIC CONTROL DEVICES (BDE) Effective: March 2, 2020 Add the following to Article 701.03 of the Standard Specifications: “ (q) Temporary Sign Supports ................................................................................... 1106.02” Revise the third paragraph of Article 701.14 of the Standard Specifications to read: “ For temporary sign supports, the Contractor shall provide a FHWA eligibility letter for each device used on the contract. The letter shall provide information for the set-up and use of the device as well as a detailed drawing of the device. The signs shall be supported within 20 degrees of vertical. Weights used to stabilize signs shall be attached to the sign support per the manufacturer’s specifications.” Revise the first paragraph of Article 701.15 of the Standard Specifications to read: “ 701.15 Traffic Control Devices. For devices that must meet crashworthiness standards, the Contractor shall provide a manufacturer’s self-certification or a FHWA eligibility letter for each Category 1 device and a FHWA eligibility letter for each Category 2 and Category 3 device used on the contract. The self-certification or letter shall provide information for the set-up and use of the device as well as a detailed drawing of the device.” Revise the first six paragraphs of Article 1106.02 of the Standard Specifications to read: “ 1106.02 Devices. Work zone traffic control devices and combinations of devices shall meet crashworthiness standards for their respective categories. The categories are as follows. Category 1 includes small, lightweight, channelizing and delineating devices that have been in common use for many years and are known to be crashworthy by crash testing of similar devices or years of demonstrable safe performance. These include cones, tubular markers, plastic drums, and delineators, with no attachments (e.g. lights). Category 1 devices manufactured after December 31, 2019 shall be MASH-16 compliant. Category 1 devices manufactured on or before December 31, 2019, and compliant with NCHRP 350 or MASH 2009, may be used on contracts let before December 31, 2024. Category 2 includes devices that are not expected to produce significant vehicular velocity change but may otherwise be hazardous. These include vertical panels with lights, barricades, temporary sign supports, and Category 1 devices with attachments (e.g. drums with lights). Category 2 devices manufactured after December 31, 2019 shall be MASH-16 compliant. Category 2 devices manufactured on or before December 31, 2019, and compliant with NCHRP 350 or MASH 2009, may be used on contracts let before December 31, 2024. Category 3 includes devices that are expected to cause significant velocity changes or other potentially harmful reactions to impacting vehicles. These include crash cushions (impact attenuators), truck mounted attenuators, and other devices not meeting the definitions of Category 1 or 2. Category 3 devices manufactured after December 31, 2019 shall be MASH-16 compliant. Category 3 devices manufactured on or before December 31, 2019, and compliant with NCHRP 350 or MASH 2009, may be used on contracts let before December 31, 2029. Category 3 devices shall be crash tested for Test Level 3 or the test level specified. Category 4 includes portable or trailer-mounted devices such as arrow boards, changeable message signs, temporary traffic signals, and area lighting supports. It is preferable for Category 4 devices manufactured after December 31, 2019 to be MASH-16 compliant; however, there are currently no crash tested devices in this category, so it remains exempt from the NCHRP 350 or MASH compliance requirement. For each type of device, when no more than one MASH-16 compliant is available, an NCHRP 350 or MASH-2009 compliant device may be used, even if manufactured after December 31, 2019.” Revise Articles 1106.02(g), 1106.02(k), and 1106.02(l) to read: “ (g) Truck Mounted/Trailer Mounted Attenuators. The attenuator shall be approved for use at Test Level 3. Test Level 2 may be used for normal posted speeds less than or equal to 45 mph. (k) Temporary Water Filled Barrier. The water filled barrier shall be a lightweight plastic shell designed to accept water ballast and be on the Department’s qualified product list. Shop drawings shall be furnished by the manufacturer and shall indicate the deflection of the barrier as determined by acceptance testing; the configuration of the barrier in that test; and the vehicle weight, velocity, and angle of impact of the deflection test. The Engineer shall be provided one copy of the shop drawings. (l) Movable Traffic Barrier. The movable traffic barrier shall be on the Department’s qualified product list. Shop drawings shall be furnished by the manufacturer and shall indicate the deflection of the barrier as determined by acceptance testing; the configuration of the barrier in that test; and the vehicle weight, velocity, and angle of impact of the deflection test. The Engineer shall be provided one copy of the shop drawings. The barrier shall be capable of being moved on and off the roadway on a daily basis.” 80427 Path: S:\JOL\3700--3799\3766\011\Correspondence\013\GIS\Maps\Plainfield 2022 Pavement Patching Program.mxd User: EthanD Date: 10/20/2022 Time: 2:07:22 PM FIGURE 1 3766.013 SITE LOCATIONS 2022 PAVEMENT PATCHING PROGRAMVILLAGE OF PLAINFIELDWILL COUNTY, ILLINOIS WALKER ROAD RIDGE ROAD JOHNSON ROAD Pheasant SCOTCH ROAD GILMORE ROAD STEWART ROAD WOOLLEY ROAD HARVEY ROAD Stewart LOCUST LANE RED OAK DRIVE RANCE ROAD R U S T L IN G B IR C H W A Y PIONEER COURT BETTY LANE CATON FARM ROAD WHEELER ROAD Timber Wood RIDGEWOOD LANE Driveway Autumn Fields PALMETTO DRIVE ARBORVIEW BLVD SILVERLEAF DRIVE WILDWOOD PLACE WEST COUNTRYSIDE LANE E PLAINFIELD ROAD TIMBERWOOD CIRCLE CONIFER STREET CORONADO CIRCLE Grande Park ALPINE WAY CHERRY ROAD BOXWOOD LANE GRAND E BOU LE VA RD GR A N D E P O P L A R C I R C L E W HI T E P I N E WAY Andy G R A N D E P A R K B O U L E V A R D CARMEL BOULEVARD BRIARCLIFF DRIVE SANIBEL STREET US ROUTE 126 COUNTY LINE ROAD LINDENGATE CIRCLE Simmons P E P P E R T R E E D R IV E PAYDON ROAD RANCE ROAD RIDGE ROAD GRANDE POPLAR CIRCLE Simmons RIDGE ROAD US ROUTE 126 Simmons WHEELER ROAD RIDGE ROAD COUNTY LINE ROAD CATON FARM ROAD Simmons TIMBERWOOD CIRCLE STEWART ROAD US ROUTE 126 Simmons RIDGE ROAD COUNTY LINE ROAD GRANDE BOULEVARD RANCE ROAD COUNTY LINE ROAD GRANDE BOULEVARD E PLAINFIELD ROAD WHEELER ROAD RIDGE ROAD US ROUTE 126 GRANDE PARK BOULEVARD STEWART ROAD STEWART ROAD COUNTY LINE ROAD Stewart COUNTY LINE ROAD Simmons PAYDON ROAD E PLAINFIELD ROAD STEWART ROAD WHEELER ROAD WALKER ROAD E PLAINFIELD ROAD Stewart COUNTY LINE ROAD PAYDON ROAD RIDGE ROAD WHEELER ROAD Stewart STEWART ROAD CATON FARM ROAD Stewart Simmons PALMETT O DRIVE STEWART ROAD RIDGE ROAD WHEELER ROAD E PLAINFIELD ROAD STEWART ROAD S RT 59 W R T 3 0 W 119TH ST W 127TH ST W 135TH ST S VAN DYKE RD S VA N D Y K E R D W LOCKPORT ST S HEGGS RD W MAIN ST W 111TH ST S MEADOW LN I 55 SB I 55 NB S NAPERVILLE RD S 248TH AVE S COUNTY LINE RD S RT 30 S DRAUDEN RD S D R A U D E N R D S RIVER RD S BOOK RD S BOOK RD S BOOK RD S LILY CACHE RD S WALLIN DR S JOLIET RD RT 59 S VIC A R A G E D R S HOWARD ST W RENWICK RD W R E N WI C K R D W RENWICK RD RT 126 S FRONTAGE RD W FEENEY DR S NORMANTOWN RD S NORMANTOWN RD W 143RD ST W 143RD ST DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE D RIV E DRIVE DRIVE DRIVE DRIVE D RIV E D RIV E DRIVE D R IV E DRIVE D R IV E DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE D R I V E D R IV E DRIVE D RIV E DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE D RIV E DRIVE DRIVE DRIVE DRIVE DRIVE DRIVE S STEINER RD W FRASER RD S LEWOOD DR W PILCHER RD HASSERT BLVD W PRAIRIE GROVE DR S ARBOR DR W PASTORAL DR S SKYLINE DR W CHAMPION DR S LINCOLN HWY W OTTAWA ST W OTTAWA ST 2 5 7 25 7 SIERRA AVE W B L AK ELY DR W HASSERT BLVD W EASY ST W EASY ST S FAIRFIELD DR CATON FARM RD CATON FARM RD CATON FARM RD CATON FARM RD CATON FARM RDCATON FARM RDCATON FARM RD CATON FARM RD CATON FARM RD CATON FARM RDCATON FARM RD DANHOF DR BAZZ D R HI GH MEADOW RD S LAKE DR RUTH FITZGERALD DR W DOUGLAS DR S RHEA DR S MILLENNIUM PKWY W MARINA DR W ROLF RD REAGAN BLVD JOE ADLER DR S INDIAN BOUNDARY LINE RD S INDIAN BOUNDARY LINE RD VON ESCH RD S JAMES ST S CATHY LN W I LL IN I DR S LEXINGTON DR F R AN K T U R K D R S CROSSING DR DISCOVERY DR RAMP S CAPITAL DR TWIN FALLS DR S ELIZABETH DR WILD TIMOTHY RD SPARTINA RD CH OK E BER RY DR W GATES LN S GEORGE CT S BOULEVARD PL S WOOD FARM RD S SHELLY LN THATCHER DR RIVER BEND LN S ELAINE DR S MCKENNA DR W R O C K D R S DAN OCONNELL DR W LINK LN S NAPERVILLE-PLAINFIELD RD BYRUM BLVD S H E R IT A G E M E A D O W S D R S HERITAGE MEADOWS DR RING RD WALKER RD S BLUE IRIS LN W N O RWOOD DR S CENTER ST WINDING WAY MI R A G E AVE S EASTERN AVE HENNEPIN DR LA NG S FOR D LN S PEERLESS DR SAHARA DR CLEARWATER LN CLEARWATER LN W RUEBEN ST S IN DEPEN D ENCE D R W CERENA CIR W DAYFI ELD DR S MIL L B A N K D R S WINDMILL LN W ALISON RD S OL Y M P IC DR S COUNTRYMAN DR PEYLA LN S VICKY ST S SHARP DR W LAKE PL S DENISE ST S ILLINOIS ST S KRISTI DR S GOLDEN MEADOW DR S M A R A T H O N L N S W O O D D U C K D R W KAY DR S WOLF DR S S A V A N N A D R S C O L O N I A L P KW Y W GRINTON DR REGAN RD S HONORA DR W WILLOW DR S DAN PATCH DR W MICHELE DR S HU M A R D LN S LAKE MARY DR O A K T R E E L N B R O O K RID G E D R W SIMO DR S LAKESHORE DR S IONE ST VENTURA DR W COPPER DR W VERMETTE RD OASIS DR W PAVILION PL S NORTHLAND DR S CAPISTA DR S COIL PLUS DR SWITCH GRASS LN S GENERAL DR S MCGRATH DR S SPANGLER RD S KENSINGTON DR W ROWLEY RD S SHENANDOAH TRL BOOK RD CHRISTA DR S B L A C K S T O N E L N W M A D IS O N S T CONEFLOWER DR P E R T H D R RIVER HILLS LN S GL EN N CIR W A S H ST W FORT BEGGS DR S D E P O T D R L A C E B A R K L N S STELLAR LN S TIPPE R A RY LN S F L A G G D R W WHEELER RD RIVERWALK DR CARMEL DR S CO R I N N E CI R S AUTUMN WAY S KERR ST W BUSSEY DR W SCOTT DR W AMBROSE RD FESSENEVA LN S FREDERICK AVE W T U F T O N S T ACE LN W J U DI TH D R PLAINFIELD RD S H U N T C L U B L N BRENTON DR S WINDING CREEK RD S B RAD FO RD LN S BLAKELY DR S AS S A F R A S L N S TERRACE BLVD ROSINWEED LN MISTY CREEK TRL S A N N D R L O C K N E R B L V D PAPAW DR CARPENTER RD VESTA DR W ROCKY CREEK RDW ROCKY CREEK RD W BROWN LN S WINTERBERRY LN S HERITAGE DR VISION AVE W PRESIDENTIAL AVE W PRESIDENTIAL AVE S GREENBRIAR DR S HAZELWOOD DR S DELIA AVE W COURTNEY RD W LIBERTY GROVE BLVD W MAURICE LN W KEIM BLVD S G A M A Y D R W SANDBANK DR S MARIGOLD RD PRAIRIE SAGE LN S DES PLAINES ST W CEDAR CREEK LN S B A R R O W L N S BROOKSHORE DR PRIEBOY AVE W GETSON AVE S A L L Y N S T BENICH LN S D U B L I N L N WHALEN LN W M A R Y L N P A L I S A D E S DR HEL-MAR LN S TAYLOR ST WAIT RD KLINGER LN S PRATT LN S BARTLETT AVE W PHEASANT CHASE DR AR T SC HULTZ DR S KERRY LN W PETERSON DR BR OOK S TONE DR S LUCAS DR FRESNO LN SALT MEADOW RD W THORNBERRY DR DUPAGE RIVER TRL DU PA GE R IVE R T RL D U P A G E R IV E R T R L DUPAGE RIVER TRLDUPAGE RIVER TRL S HADFIELD DR S TRILLIUM LN S CREEKSIDE DR S REAGAN LN S DILLMAN ST S BECKHAM DR S BECKHA M DR W NORFOLK LN W CROPLAND DR W HAZELCREST DR S AERO DR W EIDER DR ADOBE DR W O AK ST W OAK ST ARCHES DR NW FRONTAGE RD W BASS LAKE RD S PENN RD W PRAIRIE DR W SOLDIER DR BAMBOO LN ENGLE RD S LILY LN S LONGCOMMON LN S PINTAIL RD W CHATHAM DR W ROUND BARN RD S PENNY LN W 131ST ST W K E N D A L L L N LA BRECQUE DR W C A THER IN E D R W MILESTONE DR W SLEEPY HOLLOW LN S VINTAGE DR W EWING DR W M A PL EVI E W DR S POPPY LN S ROBERT LOUIS DR S BURGUNDY DR JOHN BOURG DR W JOSEPH AVE SNAPJACK CIR W EAGLE CHASE DR S MC CLELLAN AVE JUNEBERRY RD W POND VIEW DR W ANDREW RD W ANDREW RD CHAMPION RD CHAMPION RD CHAMPION RD C A L L E R Y R D S SPRING CREEK LN ADAMIC LN NUCLEAR DR W WEINHOLD DR S EDGEWOOD DR W COMMERCIAL ST S EVON ST W FRITZ RD S WINGSTEM ST W GRAVER LN S ARBOR CREEK DR W S P RI N G S C T S PORTAGE LN W BRETT ST S MASON LN S CANTERBURY DR W DECLARATION DR CEDAR DR CEDAR DR S IVY LN W ROBERT AVE WESTLINE DR S KELLY AVE S KILKENNY DR JANICE LN W JOHN ADAMS DR S ROCKFISH LN S HARMON LN S M A L L A R D D R S D E C AT H A L O N L N W ZOUMAR DR CRESTED BUTTE TRL W KNOLL RD S CREEKVIEW DR S HAWKS BILL LN BAYBRO OK LN W LEACH DR FAIRHAUSER RD W PAULINE DR GOLDHABER LN W LANSDOWNE RD STEA M B OAT CIR S CALLIE DR S R O Y A L P O R T H C A W L D R S OXFORD LN BRENTWOOD TRL W CAMPBELL LN S S E L F RI D G E C IR ALEXANDER DR STONYBROOK DR W OAK CREST LN S SINCLAIR DR S PARTERRE PL S FOX RIVER ST R O S E M A R Y L N S SUNSHINE CIR S ANVIL CT S PRESLEY CIR S HAMLIN ST S HARMONY DR S HIGHLAND DR S HIGHLAND DR SNAPDRAGON RD DESERT DRDESERT DR CANYON DR K E M M E R E R L N S LEONA DR W O O DSIDE D R CORKTREE RD W RYAN LN W MERLOT LN BAR BELL LN S TIMBER DR RYDER CT S TIMBERVIEW DR S POTOMAC DR S RED STAR DR PARADISE CIR W KAREN DR TWILIGHT WAY S PREAKNESS DR W FORRESTER DR W GREENFIELD DR W HERITAGE OAKS DR W 128TH ST W EDISON LN LECKRONE DR S WHITE OAK DR W CANYON BLVD W JORDAN LN S FOREST EDGE DR S SYDNEY CIR S CORBIN ST W CATON FARM RD W CATON FARM RD W CATON FARM RD W CATON FARM RD W CATON FARM RD W CATON FARM RDW CATON FARM RD W CATON FARM RDW CATON FARM RD W CATON FARM RD S MUELLER CIR MORNINGSTAR LN W WRIGHT LN S BRIAR LN W PRAIRIE HILL LN S LAKE VIEW RD SWEETBROOM RD LUPINE CIR STONEBRIDGE DR S DANA DR S BOBWHITE LN W PRAIRIE XING W P A R K L N W ROCKWELL LN S STOCKTON AVE W LYNN ST LAKE SHORE DR S R O U N D B A R N R D W MILL CREEK LN S MARY LEE CT W APPLE TREE LN S QUAIL RUN DR W FERN ST W ANDERSON ST S DERBY LN W APOLLO DR S SILVER LN W PERSONS PKWY W ORCHARD LN S SUNDERLIN RD W CABERNET LN S BELMONT DR S COVE CIR S RUSHMORE DR S EYRE CIR S R I V E R WO O D D R S HOMETOWN DR W KINGSTON ST S G RILL D R W CHICAGO STW CHICAGO ST S CINEMA LN W MARATHON LN W WHEAT DR INDIAN GRASS RD S LEGACY DR W JACKSON LN S WI L S O N L N S LIBERTY LN W BAXTER DR W ISLAND DR W JACOB FRY DR S BLUE WATER PKWY W SANDRA LN SAND LILY DR W WHITE OAK DR FESCUE RD W STEWART RIDGE DR S RIVERCREST DR S CIN D Y D R W M A G GIE L N S MARYBROOK DR W APPLE CREEK LN W LINDEN LN W DEER PATH LN W SPRINGVIEW DR ROYAL PORTRUSH DR S JORDAN LN NEILIS LN SPIKE HORN LN H A N NIB A L CIR S EMERSON ST W PARTRIDGE DR W PARKSIDE DR S GOLDEN LN BRONK RD BRONK RD REFLECTION DR PYRAMID DR MILKWEED DR CLEAR CREEK DR S FARMINGDALE DR W SUNSHINE LN S FR E D E RICK ST S M APLE CT W MEADOWLAND CIR CRYDER LN W CLARK ST S WEXFORD DR S SERENITY DR S WATERFORD BLVD W HAMPSHIRE LN BERGAMOT LN S W O L F C R E E K L N S BRIGHTON LN W W E L L E S L E Y CI R HOLLY LYNN LN W G O L D E N S U N S E T D R MONTEREY DR W INDUSTRIAL DR S W MILL ST S PINE CREEK LN S INGERSOLL ST W FARMSTEAD LN W HILLCREST DR RIVERSIDE DR S WELLER DR S KILDARE DR W G E T T Y S B U R G R D W KELLY CT W KELLY CT S GLENBROOK CIR W PEARSON DR RIVERVIEW LN S RENWICK PARK DR W CHARLOTTE RD S LAKEPOINT DR W FESCUE DR SUN VALLEY DR W WHISPERING WOODS CIR W EMERALD AVE S CECILY DR S CHALK HILL RD W EMYVALE DR S ROCKEFELLER CIR S MILES AVE S PRAIRIE RIDGE LN W LINCOLNWAY ST BILLIE LIMACHER LN S NICHOLAS DR W COTSWALD DR S NORWICH ST EMILY DR S STARFLOWER CIR W ARMSTRONG LN S ELLNA CT W SUNDERLIN RD 129TH ST W PASQ UINELL I DR W BENET LN S BENSON AVE W HARVESTER ST SILK OAK DR MATHER CT S F O X C R E E K L N YELLOWSTAR LN S INDUSTRIAL DR E S RANCHLAND DR W CHELSEA LN W WALNUT CIR S H A RRY CIR PEBBLESTONE WAY MARK CIR MARK CIR W B R O O K L A N D S L N KANLOW DR S SUMMERHOUSE DR GRAND PRAIRIE DR S E F R O N T A G E R D S M ERIDIAN LN S SPAULDING SCHOOL DR W UNION ST W UNION ST W UNION ST S BROOKLANDS LN W HEMLOCK DR W NORMAN AVE S COLLINS DR W AERO CT LOBELIA CIR S CENTURY CIR S BLAIR ST W PRIMROSE CIR W EIDER CT W SPRINGSIDE ST W BLOSSOM LN S CLEARWATER DR W RIVERWALK CT S KAY DR W WOODSTOCK DR S PEAR TREE WAY W BAROLO DR W GALWAY AVE S HEATHERCREEK DR S CINNAMON CIR S HAWTHORN CIR S MORGAN LN W TALLGRASS DR S VISTA LN S CHABLIS LN W GENERATION DR FORMBY RD W BAY CREEK LN W WOODS WAY S SAND CREEK LN W LAVERGNE ST W PENNINGTON LN W TRELLIAGE AVE W NEWBERRY WAY W SUNNYMERE DR W C O R Y D A L IS S TS LARKSPUR LN WILLARDSHIRE RD S RED CLOVER LN W VERANIUM DR W PLAINSMAN CIR S ARNOLD ST W GOVERNMENT LN A M A N D A C T STONEHAVEN DR W LESKI LN W BRITTANY ST W AUGUSTA CT W PEAR TREE WAY S CASE ST W KENNEDY CIR S FREEDOM WAY W DENISE ST W SHAGBARK DR S SUMMIT ST W WINTERBERRY LN WIRESTEM CT W PEAR TREE C IR W WHISPERING TRAILS DR W GATEWAY CIR KENTUCK CT MICHAS DR DEERPATH RD W ROSS LN S ARBOR CT S MCALLISTER RD S PAUL REVERE LN W HEATHER CT S WELLESLEY CIR OLDE MILL RD S WALDEN DR W EVANS ST W MATTHEWS ST S HIDDEN RIVER CIR S FALCON DR S JONES CT S POLARIS ST W AMBOY ST S CHURCHILL DR W AINSDALE CT S CHESAPEAKE DR S COLUMBINE CIR W CAHILLS WAY W B U R D I C K R D W LEE ST LEKTORICH LN S CRESCENT LN S KEARNS DR S TALBOT CIR W GEORGE WASHINGTON DR W NEWKIRK DR HAVILAN D CT S TIGER LILY S C IN D Y C T W PINE CONE LN W GOLDEN EAGLE DR CLEARWATER DR MALL LOOP DR W LORRAINE AVE W DAYFIELD CT S COMPASS AVE S MAKEPIECE WAY LAKE SIDE CI R S JEFFERSON AVE S PEERLESS CT W DUPAGE CT PENNCROSS DR PRADEL DR S ESSINGTON RD W STRATFORD DR PENNYROYAL CIR S DEER RIDGE DR W F R A N K L I N LN W SARAH ST W IRONWOOD DR S T A C IA C T W MAGNETIC WAY W HANOVER CT S PAWNEE ST W BRISTOL AVE W FOX TRAIL LN W HAMILTON DR W HAMILTON DR W DIANA CT S GARDEN CT W ASHTON DR FAIRHAUSER CT W FIELDBROO K DR W F IE L D B R O O K D R S S H R E F F L E R D R VENTURA CT S W IL KIN S PL WESMERE PKWY WESMERE PKWY DRAUDEN RD S FOX RUN CIR S SAMUEL ADAMS DR S SHRIVER CT W NOTTINGHAM AVE IRMA HARVEY LN S ELLEN DR S LINCOLNWAY CIR CORDGRASS RD S CAITLIN CT W RESERVE CIR S SPANGLERS FARM DR S LEGION CT POND WILLOW CT S RIV ER CT W ADAMS CT S MALLARD CT S GRACE LN W GAGNE LN W BRIGADE LN CATCLAW CT W BLUE BELL LN S SHAGBARK DR W JULIE CT POND WILLOW RD W BLUE IRIS CT S S WEATHERVANE WAY HORIZON CT HAWKWEED DR W PLEASANT CT S MEADOWBROOK DR CREEKSIDE DR W ARBOR CREEK DR W CINNAMON CIR CEDAR BREAKS CT W PATRIOT SQUARE DR S S SCOTER CT S GENERAL CT S HIDDEN RIVER DR W NIGHTINGALE CT S GARDNER ST FRONTAGE RD S LAWRENCE ST W LENHAM RD S PATRIOT SQUARE DR E FLAT ROCK CT ENTRANCE 6 S AZALIA CIR SUN VALLEY CT S E BAST IA N CT W FEDERAL CIR WOODHILL CT B LIS S C T W PORTAGE CT S CLOVER C T W SOLDIER CT W PATRIOT CT W MELODY LN W INDUSTRIAL DR N W DUPAGE COUNTRY CLUB DR S PATRIOT SQUARE DR W AMBER CT HASTINGS DR S AMHERST CT S PAULINE DR W DAVY CT S WATERFRONT CIR MUIRFIELD TRL SEBASTIAN DR W BECKHAM CIR S LIMERICK LN CACTUS CT W KATIE DR BERGAMOT CT S LAKESIDE CT W WHITE ASH DR W HARBOUR LN W SHEFFIELD LN W ALLEN ROBERT DR S U N N IN G D A L E D R W OVERMAN CT LITT L E STON E CI R S FLANDERS LN S PRAIRIE POND DR S BUTTERCUP CT S PLAINSMAN CT W SPRING HILL LN ENCLAVE CT W HICKORY STW PETIT CT W WEDGEWOOD CT S DAISY CT W PEACEDALE CT R E D H A W K D R S THOMAS JEFFERSON DR W I ND I GO C T S MIC HIGAN ST OLD WOODS TRL W JOLEE CT S T A Y L O R C T W R U S H F O R D P L W MARGARET CT W BLUE IRIS CT N S RICHMOND RD S PARK AVE W VI L L A G E C E N T E R D R S SAWGRASS CIR C O V E C IR SHANNON CT W KEN NEMER CT W RED APPLE RD W RED APPLE RD S CA MBRIDGE CIR S CA M B R I DG E C IR SAN D I S LA ND C T W SAND CREEK CT W CULVER ST W COLERAIN ST VELVET BENT CT W MARY CT W WIGEON CT SEQUOIA CT W WILLIAM CT W M O N R O E C T W GATES CT W F O R G E L N W VAN HORN LN MATHER DR W SURREY LN CHRISTA CT CHRISTA CT S MAYLEON DR S UNION PL W GREENBERG CT S PLAINSMAN CIR MOJAVE DR SWEETBROOM CT W WILKINS LN S MAPLEWOOD DR W ROYAL PORTRUSH DR W STEEPLE CHASE DR RI VE RTOW NE D R S HAWKS BILL CT CALLANDER CT SANTA BARBARA CT FESSENEVA CT TELLURIDE CT W CHARLES DR W HIGHVIEW CT W JULIE AVE W CINNAMON CT W PERSIMMON LN S HARTONG ST S RIVIERA DR EMILY CT S COLLEGE ST WILD TIMOTHY CT LIT T L E L E A F R D S SPRINGS CT LEUPOLD LN W COVE CT S DRIFTWOOD DR W BLAKELY CT FONTANA DR FONTANA DR SNOWMASS CT WOODSIDE CT SAN MATEO DR W COVE WAY W O LD O R CH A R D T R L W C AMERON CT W NEWCASTLE ST S R O C K C T S EAGLE RIDGE CT W MCMULLIN CIR PEBB L E BEA CH DR S W A T E R F O R D C T W KENYON ST S TEAL CT W LATHAM CT MILLPOND CT CARPENTER AVE S C H E R R Y B L O S S O M B L V D C L E A R C R E E K C T S SPRINGFIELD CT W DUNCAN LN CANFIELD CT FAIRFAX CT W BRADFORD CT DEJARLD DR W ROUND BARN CT S G R E E N FIE L D D R BUNDLE FLOWER CT FALLS CT W LIBERTY LN COVINGTON CT OCEANSIDE CT W STATION ST S PAULA CT CLARENCE DR W KRISTOFF CT ALEXANDER CT S BIRDSEYE CT S K A Y C T S SUNFLOWER CT S M O S S C T APPLEWOOD CT W S K Y L E R L N W DONEGAL WAY W SPRINGVIEW CT NISWENDER DR S H U N T E R C T W BOWER CT DANHOF CT COUNTY LINE RD W HOMESTEAD CT W INDIAN BOUNDARY CT JACK ROGERS LN W PATTERSON ST W CEDAR CREEK CT TORPHIN HILL CT M OJ A V E C T W CO NST ITUTION CT S P A U L CI R S CH A M PIO N C T W W S P R U C E C R E E K C T S MERGANSER CV W W I L S O N C T W K EN N A C T W LEE CT MELIS SA CT W FOX CREEK CT S H O L L Y C T W RO UNDSTONE AVE S SHARONS WAY W ASTER CT CANDLEWOOD CT DOGWOOD CT W DEER CREEK CT OLE FARM RD S GOLDEN EAGLE CIR WAT E RWAY C T W K E N N E D Y C T CATON RIDGE DR TWAIN CT W GROTTO CT SONORA CT S COREOPSIS CT W JUDITH CT W MATHEWS CT S GRAVER CT W CHIPPER CT W FRANCES ST W TURNBERRY CT SUGARLOAF CT S ROBIN CT W JUNIPER CT W QUAIL CT S F O R D C T W S K Y LI N E C T S S MAGNOLIA CT FORMBY CT NISWENDER CT W PRAIRIE GROVE CT W SHADOW WOOD WAY S PEBBLE CREEK LN W STONY MAN CT W BAXTER CT W CROWFOOT CT S N E L S O N C T W CARDINAL PT W BLUE B E LL CT STILLWAT ER CT FINN CT W DINA CT S B L U E H E R O N C V BIRCHGROVE DR DAGGETS CT UNNAMED W GREENFIELD CT W WATER LILY CT KEYSTONE CT S T O W E C T W ST ANNES CT W MISSION CREEK CT W IRONWOOD CT S CAVALRY CT MIC HEL E CT W WHISPERING WOODS CT RIL E Y C T FOSTER CT LEGACY POINTE BLVD W SKYLINE CT N W E L IZ A B E T H C T W WAKEFIELD DR S INDEPENDENCE CT POPPLE CT W PERSIMMON CT W BANCROFT DR PAUL BRIESE CT S EAGLE FEATHER CT S SHORT ST W JANICE LN W A N N C T S EAGLES NEST CT S SELFRIDGE WAY W BLAZING STAR CT W GRANT CT W VINTAGE KNOLL DR S SILVER CREEK CT BRABAZON CT S THORN BER RY CT S RED CLOVER C T W REDWING CT S TIPPERARY CT W BI R C H C T W SPRUCE LN W R O CKEFELLER CT S U P E R S T IT IO N C T W FAIRBANKS CT WATERFALL CT W WHITE ASH CT W LA CROIX LN W KYLE CT PAGODA CT R E F L E C TI O N C T S REAGAN CT S THORNBERRY CIR INDI AN GRA SS CT WATERFORD BLVD S HICKORY CREEK CT HARBORSIDE CT BRENTON CT W OWEN CT W E A G L E C H A S E C T SIE RR A C T W W I N D M IL L C T RI V E R T O W N E C T S THELMA CIR S EAGLES PERCH CT W SUNDANCE CT W CRABTREE CT STONEBRIDGE CT S ARROWHEAD CT S PATRI OT SQU AR E B LV D S STAGS LEAP TRL S STAGS LEAP TRL W CHALK HILL CT W CANTERBURY CT S VA LLEYVI E W CT BROOK CT S CHIMNEY ROCK CT S CHAMPION CT E W CHALK HILL CIR W LAKE MARY DR WILLIAMSBURG DR H E N N E P I N C T POND CT S TIPPERARY LN S MADISON CT W SELFRIDGE CT S GLENBROOK CT W FORESTVIEW WAY W MISTWOOD DR PARADISE CT S ARBORDALE ST SAHARA CT ILL USION CT MANYDOWN CT S VETEL CT ARCHES CT TWIN FOUNTAIN CT W S A N D PIP E R C V W WINNERS CIRCLE CT RIVER HILLS CT W C A T H E R IN E C T S SCOTT CT W MEADOW LILY CT NICHOLAS CT S KILKENNY CT W LIBERTY GROVE DR CATON CORNER W BIC E N T E N NIA L C T WILLOW LAKES CT W PEAR TREE CT W GOLDEN MEADOW CT S G E T T Y S B U R G C T S CATALPA CT YELL OWSTAR CT W PRAIRIE ROSE CT ENTRANCE BOAT LAUNCH MEDIAN CROSSOVER ¯ 0 0.5 1 1.5 20.25 Miles Legend Patching/Paving Type Class D Patch - 4-IN HMA Surface Course- 2-IN Surface R&R - 2-IN Street Centerlines Parcel Lines Plainfield Muncipal Limits THE TRAILS SUBDIVISION WALKERS POINT SUBDIVISION WHISPERING CREEK SUBDIVISION SPRINGS AT 127TH 119TH STREET WEST OF VAN DYKE ROAD STEWART RIDGE SUBDIVISION KING'S BRIDGEESTATES Village of Plainfield 2022 Pavement Patching Program Schedule of Quantities HMA SURFACE REMOVAL , 2" and HMA SURFACE COURSE, IL-9.5, MIX"D", N50 NUMBER LOCATION HMA SURFACE REMOVAL , 2" (SQ YD) HMA SURFACE COURSE, IL-9.5, MIX"D", N50 (TON)NOTES 1 STEWART RIDGE SUBDIVISION 637 71 2 WALKERS POINT SUBDIVISION 173 19 WALKERS ROAD 3 KING'S BRIDGE ESTATES 225 165 KILDARE ALLEY WAY 4 119TH STREET WEST OF VAN DYKE ROAD 115 13 5 THE TRAILS SUBDIVISION 897 100 DRAUDEN ROAD 6 WHISPERING CREEK SUBDIVISION 77 9 INDIAN BOUNDARY LINE ROAD 7 SPRINGS AT 127TH 375 42 GRAND TOTAL 2500 419 HMA SURFACE REMOVAL - BUTT JOINT and HMA SURFACE COURSE, IL-9.5, MIX"D", N50 NUMBER LOCATION CONTRACT QUANTITY AREA (SQ YD) HMA SURFACE COURSE, IL-9.5, MIX"D", N50 (TON)NOTES 1 KING'S BRIDGE ESTATES 23 3 ROADWAY BUTT JOINTS 2 WALKERS POINT SUBDIVISION 22 3 PATCHES BUTT JOINTS GRAND TOTAL 45 6 HMA SURFACE REMOVAL - BUTT JOINT (SPECIAL) and HMA SURFACE COURSE, IL-9.5, MIX"D", N50 NUMBER LOCATION CONTRACT QUANTITY AREA (SQ YD) HMA SURFACE COURSE, IL-9.5, MIX"D", N50 (TON)NOTES 1 KING'S BRIDGE ESTATES 60 7 DRIVEWAY BUTT JOINTS CLASS D PATCHES, 4-INCH NUMBER LOCATION CONTRACT QUANTITY AREA (SQ YD)NOTES 1 WALKERS POINT SUBDIVISION 300 26726 WALKERS RD MAIL BOX FRAMES AND LIDS TO BE ADJUSTED NUMBER LOCATION CONTRACT QUANTITY (EACH)NOTES 1 KING'S BRIDGE ESTATES 12 STRUCTURES TO BE ADJUSTED THERMOPLASTIC PAVEMENT MARKING - LINE 4-IN NUMBER LOCATION CONTRACT QUANTITY AREA (FOOT)NOTES 1 STEWART RIDGE SUBDIVISION 1342 Double Yellow and White 2 WALKERS POINT SUBDIVISION 0 3 KING'S BRIDGE ESTATES 0 4 119TH STREET WEST OF VAN DYKE ROAD 134 Double Yellow 5 THE TRAILS SUBDIVISION 250 Skip Dash 6 WHISPERING CREEK SUBDIVISION 60 Double Yellow 7 SPRINGS AT 127TH 682 Double Yellow and White GRAND TOTAL 2468 THERMOPLASTIC PAVEMENT MARKING - LINE 12-IN NUMBER LOCATION CONTRACT QUANTITY AREA (FOOT)NOTES 1 STEWART RIDGE SUBDIVISION 100 Diagonals in Median 2 WALKERS POINT SUBDIVISION 0 3 KING'S BRIDGE ESTATES 0 4 119TH STREET WEST OF VAN DYKE ROAD 50 Diagonals in Median 5 THE TRAILS SUBDIVISION 0 6 WHISPERING CREEK SUBDIVISION 0 7 SPRINGS AT 127TH 100 Diagonals in Median GRAND TOTAL 250 RAISED REFLECTIVE PAVEMENT MARKER NUMBER LOCATION CONTRACT QUANTITY (EACH)NOTES 1 SPRINGS AT 127TH 15 RAISED REFLECTIVE PAVEMENT MARKER REMOVAL NUMBER LOCATION CONTRACT QUANTITY (EACH)NOTES 1 SPRINGS AT 127TH 15 SHORT TERM PAVEMENT MARKING NUMBER LOCATION CONTRACT QUANTITY AREA (FOOT)NOTES 1 STEWART RIDGE SUBDIVISION 80 2 WALKERS POINT SUBDIVISION 0 3 KING'S BRIDGE ESTATES 0 4 119TH STREET WEST OF VAN DYKE ROAD 115 5 THE TRAILS SUBDIVISION 90 6 WHISPERING CREEK SUBDIVISION 5 7 SPRINGS AT 127TH 100 GRAND TOTAL 390 SHORT TERM PAVEMENT MARKING REMOVAL NUMBER LOCATION CONTRACT QUANTITY AREA (SQ FT)NOTES 1 STEWART RIDGE SUBDIVISION 27 2 WALKERS POINT SUBDIVISION 0 3 KING'S BRIDGE ESTATES 0 4 119TH STREET WEST OF VAN DYKE ROAD 38 5 THE TRAILS SUBDIVISION 30 6 WHISPERING CREEK SUBDIVISION 2 7 SPRINGS AT 127TH 33 GRAND TOTAL 130 Village of Plainfield 2022 Pavement Patching Program 1 STEWART RIDGE SUBDIVISION HMA SURFACE REMOVAL , 2" and HMA SURFACE COURSE, IL-9.5, MIX"D", N50 ID LOCATION LENGTH WIDTH AREA (SQ YD)TONS 1a SB LANE 12356 HEGGS TO FORRESTER DR 100 10 111 12 1b NB LANE STEWART RIDGE/HEGGS INTERSECTION 50 22 122 14 1c NB LANE STEWART RIDGE/HEGGS INTERSECTION 30 12 40 4 1d NB LANE STEWART RIDGE/HEGGS INTERSECTION 60 37 247 28 1e SOUTH OF 12115 HEGGS ROAD 56 14 87 10 5% Contigency 30 3 637 71SUB TOTAL Village of Plainfield 2022 Pavement Patching Program 2 WALKERS POINT SUBDIVISION HMA SURFACE REMOVAL , 2" and HMA SURFACE COURSE, IL-9.5, MIX"D", N50 ID LOCATION LENGTH WIDTH AREA (SQ YD)TONS 2a TURN MARKS 320 FEET EAST OF 26726 WALKER MAIL BOX 15 8 13 1 2b 130 FEET WEST OF 26726 WALKER MAIL BOX 100 7.5 83 9 2c 200 FEET WEST OF 726 WALKER ROAD 35 8 31 3 2d 500 FEET EAST OF RIDGE ROAD 42 8 37 4 5% Contigency 8 1 173 19SUBTOTAL Village of Plainfield 2022 Pavement Patching Program 3 KING'S BRIDGE ESTATES HMA SURFACE REMOVAL , 2" and HMA SURFACE COURSE, IL-9.5, MIX"D", N50 ID LOCATION LENGTH WIDTH AREA (SQ YD)TONS 3a 12528 KILDARE IN THE ALLEY 40 7.5 33 4 3b 12418 KILDARE ALLEY APPROACH 105 15.5 181 20 3C ALLEY FULL FULL 140 5% Contigency 11 1 225 165SUBTOTAL Village of Plainfield 2022 Pavement Patching Program 4 119TH STREET WEST OF VAN DYKE ROAD HMA SURFACE REMOVAL , 2" and HMA SURFACE COURSE, IL-9.5, MIX"D", N50 ID LOCATION LENGTH WIDTH AREA (SQ YD)TONS 4a 119TH AND VAN DYKE 21 32 75 8 4b WB LANE, 119TH BUTT JOINT WEST OF VAN DYKE 21 15 35 4 5% Contigency 5 1 115 13SUBTOTAL Village of Plainfield 2022 Pavement Patching Program 5 THE TRAILS SUBDIVISION HMA SURFACE REMOVAL , 2" and HMA SURFACE COURSE, IL-9.5, MIX"D", N50 ID LOCATION LENGTH WIDTH AREA (SQ YD)TONS 5a W CERENA CIR STOP SIGN 13 7.5 11 1 5b DRAUDEN RD AND CERENA INTERSECTION 50 18 100 11 5c DRAUDEN RD AND CERENA INTERSECTION 36 16 64 7 5d DRAUDEN RD AND CERENA INTERSECTION 106 24 283 32 5e DRAUDEN RD AND CERENA INTERSECTION 124 12 165 19 5f NB LANE, 400 FEET SOUTH OF 16706 DRAUDEN RD 65 10 72 8 5g NB LANE, 800 FEET NORTH OF CERENA CIR BY PUMP STATION 50 10 56 6 5h NB LANE, 700 FEET NORTH OF CERENA CIR 60 11 73 8 5i NB LANE, 350 FEET NORTH OF CERENA CIR 25 11 31 3 5% Contigency 43 5 897 100SUBTOTAL Village of Plainfield 2022 Pavement Patching Program 6 WHISPERING CREEK SUBDIVISION HMA SURFACE REMOVAL , 2" and HMA SURFACE COURSE, IL-9.5, MIX"D", N50 ID LOCATION LENGTH WIDTH AREA (SQ YD)TONS 6a INDIAN BOUNDARY RD NORTH OF ROWLEY ROAD 30 22 73 8 5% Contigency 4 1 77 9SUBTOTAL Village of Plainfield 2022 Pavement Patching Program 7 SPRINGS AT 127TH HMA SURFACE REMOVAL AND REPLACEMENT - 2 INCH ID LOCATION LENGTH WIDTH AREA (SQ YD)TONS 7a 127TH ENCLAVE EAST DRIVEWAY 86 25 239 27 7b 127TH ENCLAVE IN BETWEEN DRIVEWAYS 30 12.5 42 5 7c EB LANE, 127TH ENCLAVE MAIN ENTRANCE TURN LANE 35 8 31 3 7d WB LANE, WEST OF 127TH ENCLAVE MAIN ENTRANCE 20 12.5 28 3 7e EB LANE, BEGINNING OF TURN LANE FOR 127TH ENCLAVE 20 8 18 2 5% Contigency 18 2 375 42SUBTOTAL EXISTING HMA SURFACE EXISTING PAVEMENT HMA SURFACE REMOVAL BUTT JOINT 4.5' •HMA SURFACE REMOVAL BUTT JOINT (SPECIAL) 2.0' SAW CUT (INCIDENTAL) HMA SURFACE REMOVAL — BUTT JOINT DETAIL NOT TO SCALE •SHALL BE CONSTRUCTED AT PRIVATE ENTRANCES HOT —MIX ASPHALT MIXTURE REQUIREMENTS MIXTURE TYPE AIR VOIDS 0 Ndes OMP CLASS D PATCHES . 4 -INCH HOT -MIX ASPHALT SURFACE COURSE, MIX "0", IL -9.5, N50; 2" 4% (Q 50 GYR LR1030-2 HOT -MIX ASPHALT BINDER COURSE, IL -19.0, N70; 2" 4% 0 70 GYR LR1030-2 HMA SURFACE COURSE HOT -MIX ASPHALT SURFACE COURSE, MIX "D", IL -9.5, N50; 2" 4% 0 50 GYR LR1030-2 OMP DESIGNATION: QUALITY CONTROL/QUALITY ASSURANCE (0C/OA) PER LR1030-2. HOT —MIX ASPHALT MIXTURE NOTES: L THE UNIT WEIGHT USED TO CALCULATE HOT -MIX ASPHALT MIXTURES IS 112 LBS/SQ YD/IN. 2. THE "AC TYPE" FOR POLYMERIZED HMA MIXES SHALL BE "SBS/SBR PG 76-22" AND FOR NON -POLYMERIZED HMA THE "AC TYPE" SHALL BE "PG 64-22" UNLESS MODIFIED BY RECLAIMED MATERIALS SPECIAL PROVISION. FOR USE OF RECYCLED MATERIALS SEE SPECIAL PROVISIONS. 3. THE USE OF RECLAIMED ASPHALT SHINGLES WILL NOT BE ALLOWED IN THE MIXES AND SHALL BE 0%. VARIES HMA SURFACE COURSE, 2 IN BITUMINOUS MATERIALS (TACK COAT) AND PREPARATION OF BASE (INCIDENTAL) EXISTING HMA PAVEMENT EXISTING GRANULAR SUBBASE 2 —IN SURFACE DETAIL KINGS BRIDGE ESTATES ALLEY NOT TO SCALE VARIES SAWCUT, 2" (INCIDENTAL) EXISTING HMA PAVEMENT BITUMINOUS MATERIALS (TACK COAT) AND PREPARATION OF BASE (INCIDENTAL) SAWCUT, 2" (INCIDENTAL) EXISTING SURFACE EXISTING GRANULAR SUBBASE HMA SURFACE REMOVAL, 2" HMA SURFACE COURSE, MIX "D", IL -9.5, N50; 2" HMA SURFACE REMOVAL AND REPLACEMENT DETAIL NOT TO SCALE FULL DEPTH SAWCUT (INCIDENTAL) EXISTING HMA OR AGGREGATE PAVEMENT VARIES FULL DEPTH SAWCUT (INCIDENTAL) EXISTING SURFACE EXISTING HMA OR AGGREGATE PAVEMENT EXISTING GRANULAR SUBBASE CLASS D PATCHES, 4 -INCH CLASS D PATCHES DETAIL NOT TO SCALE z 0 IU W ci z z DETAILS 2 Z z j a J QIL= aoz W 0 0 2 4 J W J J a>3 0 JOB NO. 3766.013 PROJECT MGR. MAG e. STRAND ASSOCIATES SFI LES E©. 00 10/20/2022 3: 44: 42 PM SHEET 1 BD600-03 (BD-08) * * R. SHAH 10-25-94 R. BORO 03-09-11 R. BORO 12-06-11 K. SMITH 02-01-22 LEGEND CONSTRUCTION PROCEDURES STAGE 1 STAGE 2 (BEFORE PAVEMENT MILLING) (AFTER PAVEMENT MILLING) UNLESS A SEPARATE PAY ITEM HAS BEEN PROVIDED. WITH ARTICLE 109.04 OF THE STANDARD SPECIFICATIONS FRAMES AND LIDS WILL BE PAID FOR IN ACCORDANCE REPLACED AS DIRECTED BY THE ENGINEER. REPLACEMENT AND DISPOSED OF BY THE CONTRACTOR AND SHALL BE EXISTING BROKEN FRAMES AND LIDS SHALL BE REMOVED WILL NOT BE REMOVED AND COVERED BY THE METAL PLATE. SURFACE PRIOR TO THE MILLING OPERATION. THE FRAME ADJUSTED TO THE ELEVATION OF THE MILLED PAVEMENT IF THE EXISTING LIDS ARE OPEN, THE FRAME WILL BE REMOVAL AND DISPOSITION OF THE CASTINGS. CITY AND THE CONTRACTOR SHALL NOTIFY THE CITY FOR CITY OF CHICAGO CASTINGS ARE THE PROPERTY OF THE REMAIN THE PROPERTY OF THE CONTRACTOR. THE METAL PLATE USED TO COVER THE STRUCTURE SHALL COST OF THE CORRESPONDING PAY ITEM. NOT BE PAID FOR SEPARATELY BUT WILL BE INCLUDED IN THE THE LOWERING AND RAISING OF THE FRAMES AND LIDS WILL WHEN STRUCTURES ARE TO BE ADJUSTED OR RECONSTRUCTED, THE CONTRACTOR WILL DELIVER THE RECORD TO THE ENGINEER. RIGHT OF THE CENTERLINE OF PAVEMENT. UPON COMPLETION OF THE WORK, THE BURIED STRUCTURES ACCORDING TO THE STATION AND DISTANCE LEFT OR THE CONTRACTOR WILL BE REQUIRED TO KEEP A RECORD OF THE LOCATIONS OF RECONSTRUCTION. STRUCTURES ARE SPECIFIED FOR PAYMENT AS STRUCTURE THIS WORK WILL NOT BE PAID FOR WHEN DRAINAGE AND UTILITY (SPECIAL)." CONTRACT UNIT PRICE EACH FOR "FRAMES AND LIDS TO BE ADJUSTED PRIOR TO PLACING THE SURFACE COURSE, WILL BE PAID FOR AT THE IN THE PAVEMENT PRIOR TO MILLING, AND ADJUSTING TO FINAL GRADE REMOVING FRAMES AND LIDS ON DRAINAGE AND UTILITY STRUCTURES BE PAID FOR SEPARATELY. NEW FRAMES AND LIDS, WHEN SPECIFIED, WILL MATERIAL SUB-BASE GRANULAR EXISTING PAVEMENT 36 (900) DIAMETER METAL PLATE HMA SURFACE MIX PROPOSED CRUSHED STONE AND EXISTING STRUCTURE FRAME AND LID (SEE NOTES) CLASS PP-1 CONCRETE PROPOSED HMA SURFACE COURSE PROPOSED HMA BINDER COURSE ENGINEER." THE FINAL LIFT OF SURFACE UNLESS APPROVED BY THE MORE THAN 5 CALENDAR DAYS PRIOR TO PLACEMENT OF STRUCTURES TO THE FINISHED PAVEMENT ELEVATION NO EXCEPT THAT "THE CONTRACTOR SHALL ADJUST THE 602, AND 603 OF THE STANDARD SPECIFICATIONS THE APPLICABLE PORTIONS OF SECTIONS 353, 406, THE PROCEDURE EXPLAINED ABOVE SHALL CONFORM TO UNLESS OTHERWISE SPECIFIED IN THE PLANS.* BASE COURSE OR THE BINDER COURSE. CONCRETE TO THE ELEVATION OF THE SURFACE OF THE EXISTING C) THE SURROUNDING SPACE SHALL BE FILLED WITH CLASS PP-1 FINAL SURFACE ELEVATION. B) INSTALL THE FRAME AND LID; ADJUST THE FRAME TO ITS A) REMOVE THE HMA SURFACE MIX AND CRUSHED STONE. METAL PLATE. C) COVER THE STRUCTURE OPENING WITH A 36 (900) DIAMETER B) REMOVE THE EXISTING FRAME AND LID FROM THE STRUCTURE. AROUND THE STRUCTURE. A) REMOVE A MINIMUM OF 12 (300) OF THE PAVEMENT FROM 1 2 3 4 5 6 7 8 9 LOCATION OF STRUCTURES BASIS OF PAYMENT ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS OTHERWISE SHOWN 4. 3. 2. 1. 4. 3. 2. 1. AFTER MILLING). APPROVED BY THE ENGINEER. (MIN. 1 1/2 (40) HMA TO REMAIN D) BACKFILL WITH CRUSHED STONE AND HMA SURFACE MIX WITH MILLING DETAILS FOR FRAMES AND LIDS ADJUSTMENT NOTES ADJUSTING RINGS BRICK, MORTAR, OR CONC. PROPOSED 4 2 3 2 5 1 98 67 2 7 5 7 1 2 7 12 (300) MIN. SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: NONE demancheltUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =2/2/2022 DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET 1 OF 1 SHEETS STA. TO STA. - - - - - - - - D e f a u lt W : \ d is t s t d \ 2 2 x 3 4 \ b d 0 8 . d g n F IL E N A M E : M O D E L : DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS FRAMES AND LIDS ADJUSTMENT WITH MILLING DETAILS FOR R. BORO 01-01-07 ** ** OTHERWISE SHOWN. ALL DIMENSIONS ARE IN INCHES (MILLIMETERS) UNLESS MILLED TEMPORARY RAMP HMA CONSTRUCTED TEMPORARY RAMP HMA TAPER DETAIL BUTT JOINT DETAIL HMA TAPER BUTT JOINT AND FOR RESURFACING ONLY TYPICAL BUTT JOINT AND HMA TAPER FOR MILLING AND RESURFACING TYPICAL BUTT JOINT AND HMA TAPER TYPICAL TEMPORARY RAMP OPTION 1 OPTION 2 BASIS OF PAYMENT (FOR BUTT JOINT AND HMA TAPER SEE DETAIL BELOW) * (NOTE "F") (NOTE "D") FOR BUTT JOINT 4'-6" (1.35 m) PAY LIMIT * (FOR BUTT JOINT AND HMA TAPER SEE DETAIL BELOW) HMA TAPER LENGTH *** (NOTE "D") BUTT JOINT PAY LIMIT FOR 4'-6" (1.35 m)VARIES 1 1/2" (38) MIN. * 15'-0" (4.5 m) (NOTE "B") 30'-0" (9.0 m) (NOTE "A") (NOTE "D") ***TAPER LENGTH VARIES 1 1/2" (38) MIN. PC CONCRETE, HMA OR HMA RESURFACED PAVEMENT.** 10'-0" (3.0 m) PER 1 (25) RESURFACING (NOTE "B") 20'-0" (6.1 m) PER 1 (25) RESURFACING (NOTE "A") SEE TYPICAL SECTIONS FOR MILLING THICKNESS. *** * SAW CUT SAW CUT SAW CUT 40'-0" (12.0M) (NOTE "A1") GENERAL NOTES FOR "HMA AND/OR PCC SURFACE REMOVAL, BUTT JOINT". SEE ARTICLE 406.08 AND 406.14 OF THE STANDARD SPECIFICATIONS TAPER THE TEMP. RAMP AT A RATE OF 3' - 4" (1.02m) PER 1 INCH (25 mm) OF MILLING THICKNESS. PRIOR TO PLACING THE PROPOSED HMA COURSES. THE BUTT JOINT SHALL BE CONSTRUCTED IMMEDIATELY OF THE EXISTING HMA SURFACE. THE TEMP. RAMP SHALL BE CONSTRUCTED IMMEDIATELY UPON REMOVAL MINOR SIDE ROADS. INTERSTATES MAINLINE ARTERIAL ROADWAYS AND MAJOR SIDE ROADS. F. E. D. C. B. A1. A. 2. 1. IN THE UNIT COST FOR HMA OR PCC SURFACE REMOVAL-BUTT JOINT. THE TEMPORARY RAMP AND SAW CUT SHALL BE INCLUDED FOR "PORTLAND CEMENT CONCRETE SURFACE REMOVAL- BUTT JOINT". FOR "HOT-MIX ASPHALT SURFACE REMOVAL - BUTT JOINT" OR PER SQUARE YARD (SQUARE METER) THE BUTT JOINT WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FULL THICKNESS OF MILLING PROPOSED PAY LIMIT OF HMA SURF. REMOVAL PROPOSED HMA SURFACE REMOVAL FULL THICKNESS OF MILLING PROPOSED PAY LIMIT OF HMA SURF. REMOVAL PROPOSED HMA SURFACE REMOVAL PROPOSED HMA SURF. CRSE. PROPOSED HMA BINDER CRSE. HMA SURFACE REMOVAL - BUTT JOINT SURFACE REMOVAL - BUTT JOINT PROPOSED HMA OR PCC PROPOSED HMA SURF. CRSE. PROPOSED HMA BINDER CRSE. 2 (50) FOR SMA 12.5 MIX (40) FOR D MIX2 11 (45) FOR E AND SMA 9.5 MIX4 31 2 (50) FOR SMA 12.5 MIX (40) FOR D MIX2 11 (45) FOR E AND SMA 9.5 MIX4 31 2 (50) FOR SMA 12.5 MIX (40) FOR D MIX2 11 (45) FOR E AND SMA 9.5 MIX4 31 2 (50) FOR SMA 12.5 MIX (40) FOR D MIX2 11 (45) FOR E AND SMA 9.5 MIX4 31 EXISTING PAVEMENT EXISTING HMA SURFACE EXISTING PAVEMENT EXISTING HMA SURFACE EXISTING PAVEMENT EXISTING HMA SURFACE EXISTING PAVEMENT EXISTING HMA OR PCC SURFACE EXISTING PAVEMENT (NOTE "E") (NOTE "C") TEMPORARY RAMP (NOTE "E") (NOTE "C") TEMPORARY RAMP TEMPORARY HMA RAMP BD400-05 BD-32 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: NONE demancheltUSER NAME = PLOT SCALE =100.0000 ' / in. PLOT DATE =2/2/2022 DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET 1 OF 1 SHEETS STA. TO STA. - - - - - - - - M. DE YONG 06-13-90 A. ABBAS 03-21-97 M. GOMEZ 04-06-01 R. BORO 01-01-07 K. SMITH 02-01-22 D e f a u lt W : \ d is t s t d \ 2 2 x 3 4 \ b d 3 2 . d g n F IL E N A M E : M O D E L : DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS HMA TAPER DETAILS BUTT JOINT AND 48 (1.2 m)AHEAD CONSTRUCTION ROAD AHEAD CONSTRUCTION ROAD AHEAD CONSTRUCTION ROAD AHEAD CONSTRUCTION ROAD NOTES: BE USED IN LIEU OF THE DOUBLE HEADED ARROW (M6-4). SIGNING AND THE WORK ZONE, A SINGLE HEADED ARROW (M6-1) SHALL WHEN THE SIDE ROAD LIES BETWEEN THE BEGINNING OF THE MAINLINE IN HEIGHT. SPACING DURING DAY OPERATIONS. CONES SHALL BE A MINIMUM OF 28 (710) CONES MAY BE SUBSTITUTED FOR BARRICADES OR DRUMS AT HALF THE OF THE CLOSED PORTION. BLOCKING WITH TYPE III BARRICADES, 1/2 OF THE CROSS SECTION THE CLOSED PORTION OF THE MAIN ROUTE SHALL BE PROTECTED BY OF THE MAIN ROUTE. FLASHER MOUNTED ON IT APPROXIMATELY 500' (150 m) IN ADVANCE ONE "ROAD CONSTRUCTION AHEAD" SIGN 48 x 48 (1.2 m x 1.2 m) WITH A AS SHOWN ON THE DRAWING AND AS DIRECTED BY THE ENGINEER: SIDE ROAD WITH A SPEED LIMIT GREATER THAN 40 MPH (60 km/h) THE CROSS SECTION OF THE CLOSED PORTION. BLOCKING WITH TYPE I, TYPE II OR TYPE III BARRICADES, 1/3 OF THE CLOSED PORTION OF THE MAIN ROUTE SHALL BE PROTECTED BY MOUNTED ON IT APPROXIMATELY 200' (60 m) IN ADVANCE OF THE MAIN ROUTE. ONE "ROAD CONSTRUCTION AHEAD" SIGN 36 x 36 (900x900) WITH A FLASHER SHOWN ON THE DRAWING AND AS DIRECTED BY THE ENGINEER: SIDE ROAD WITH A SPEED LIMIT OF 40 MPH (60 km/h) OR LESS AS 4. 3. b) a) 2. b) a) 1. 7. 6. 5. unless otherwise shown. All dimensions are in inches (millimeters) (SEE NOTE 4) M6-1(0) 21"X15" M6-4(0) 21"X15" W20-I103(0) OR36 (900)L I M I T 4 0 M P H O R L E S S L O C A L S T R E E T ; S P E E D 200'| (60 m|) * * AMBER LIGHTS ON EACH. (SEE NOTE 1) TYPE III BARRICADES WITH TWO FLASHING FLASHING AMBER LIGHT ON EACH, OR TYPE I OR TYPE II BARRICADES WITH ONE** DRIVEWAY WORK AREA 200'| (60 m|) LIGHTS ON EACH. (SEE NOTE 2) WITH TWO FLASHING AMBER TYPE III BARRICADES* 5 0 0 ' | ( 1 5 0 m | ) S P E E D L I M I T > 4 0 M P H ( 6 0 k m / h ) C O L L E C T O R * 5 0 0 ' | ( 1 5 0 m ) 21 (530) 15 (380)48 (1.2 m)36 (900)COST OF SPECIFIED TRAFFIC CONTROL STANDARDS OR ITEMS. INTERSECTIONS, AND DRIVEWAYS SHALL BE INCLUDED IN THE THE TRAFFIC CONTROL AND PROTECTION FOR SIDE ROADS, ENGINEER. UNLESS OTHERWISE SPECIFIED IN THE PLANS OR BY THE ADVANCE WARNING SIGNS ARE TO BE OMITTED ON DRIVEWAYS NO LONGER CONSISTENT WITH THE TRAFFIC CONTROL SET-UP. ARROW (M6-1 OR M6-4) SHALL BE COVERED OR REMOVED WHEN FOLLOW THE APPLICABLE STANDARD(S). THE DIRECTIONAL WHEN WORK IS BEING PERFORMED ON A SIDE ROAD OR DRIVEWAY, T. RAMMACHER 01-06-00 A. SCHUETZE 07-01-13 A. SCHUETZE 09-15-16 A. HOUSEH 10-15-96 SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: NONE footemjUSER NAME = PLOT SCALE =50.0000 ' / in. PLOT DATE =3/4/2019 DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET 1 OF 1 SHEETS STA. TO STA. - - - - - - - - L.H.A. 06-89 D e f a u l t p w : \ \ I L 0 8 4 E B I D I N T E G . i l l i n o i s . g o v : P W I D O T \ D o c u m e n t s \ I D O T O f f i c e s \ D i s t r i c t 1 \ P r o j e c t s \ D i s t S t d 2 2 x 3 4 \ C A D D a t a \ C A D s h e e t s \ t c 1 0 . d g n F I L E N A M E : M O D E L : DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS SIDE ROADS, INTERSECTIONS, AND DRIVEWAYS TRAFFIC CONTROL AND PROTECTION FOR TC-10 tc10.dgn 3/4/2019 10:27:07 AM User=footemj * T. RAMMACHER 03-12-99 T. RAMMACHER 01-06-00 unless otherwise shown. All dimensions are in inches (millimeters) YELLOW STRIPE WHITE STRIPE ONE-WAY AMBER MARKER ONE-WAY CRYSTAL MARKER (W/O) TWO-WAY AMBER MARKER SEE NOTE A 10' (3 m)(3 m) 10'40' (12 m) O.C. SEE NOTE B 80' (24 m) O.C. SEE FIGURE 3B-14 MUTCD 3 @ 40' (12 m) O.C. 20' (6 m) O.C. 80' (24 m) O.C. *** REDUCE TO 40' (12 m) O.C. ON CURVES WITH POSTED OR ADVISORY SPEED 45 M.P.H. (70 km/h) OR LESS.*** SEE NOTE B 80' (24 m) O.C. 40' (12 m) O.C.10'10' (3 m)(3 m) SEE NOTE A 80' (24 m) O.C. SEE NOTE B 10' (3 m)(3 m) 10' SEE NOTE A 3 @ 80' (24 m) O.C. O.C. 3 @ 40' (12 m)* * * 6 ' ( 2 m ) * * 6 ' ( 2 m ) EQUALLY SPACED MINIMUM OF 3 W O.C. 40' (12 m) 40' (12 m) O.C. SEE TWO-LANE/TWO-WAY WHERE MARKERS CONTINUE USE TWO-WAY MARKERS. WHERE THE MEDIAN WIDTH IS 6' (2 m) OR LESS** * O . C . 4 ' ( 1 . 2 m ) O.C. 40' (12 m) O.C. 40' (12 m) 6 ' ( 2 m ) * * O.C. 3 @ 40' (12 m) 3 @ 80' (24 m) O.C. 10 M.P.H (20 km/h) LOWER THAN POSTED SPEEDS. REDUCE TO 40' (12 m) O.C. ON CURVES WHERE ADVISORY SPEEDS ARE USE DOUBLE LANE LINE MARKERS SPACED AS SHOWN. B. A. INVOLVED. SHORT SECTIONS OF CURBS WHERE NOT MORE THAN TWO MARKERS WOULD BE MARKERS SHOULD NOT BE USED ALONGSIDE CURBS EXCEPT FOR EXTREMELY THE PLANS WHEN STANDARD SPECIFICATIONS ARE NOT BEING USED. THE EXACT MARKER LIMITS, SPACING, AND COLOR SHALL BE INCLUDED IN RAMP DETAIL, MARKERS ARE NOT TO BE SPECIFIED ON RIGHT EDGE LINES. EXCEPT AS SHOWN ON THE LANE REDUCTION TRANSITION AND FREEWAY EXIT DOUBLE LANE LINE MARKERS SHALL BE USED UNLESS SPECIFIED OTHERWISE. 4. 3. 2. 1. WHITE LINES IN DUAL LEFT TURN LANES MARKERS ARE TO BE USED ADJACENT TO BOTH SOLID LESSER OF THE TWO CURVE SPACINGS. LENGTH BETWEEN CURVES SHALL BE INSTALLED AT THE MARKERS THROUGH TANGENTS LESS THAN 500' (150 m) IN 2 TO 3 (50 TO 75) TOWARD TRAFFIC AS SHOWN. MARKERS USED ADJACENT TO SOLID LINES SHALL BE OFFSET CENTERED IN THE GAP BETWEEN SEGMENTS. MARKERS USED WITH DASHED LINES SHALL BE 4. 3. 2. 1. SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: NONE footemjUSER NAME = PLOT SCALE =50.0000 ' / in. PLOT DATE =3/4/2019 DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET 1 OF 1 SHEETS STA. TO STA. - - - - - - - - C. JUCIUS 09-09-09 C. JUCIUS 07-01-13 D e f a u l t p w : \ \ I L 0 8 4 E B I D I N T E G . i l l i n o i s . g o v : P W I D O T \ D o c u m e n t s \ I D O T O f f i c e s \ D i s t r i c t 1 \ P r o j e c t s \ D i s t S t d 2 2 x 3 4 \ C A D D a t a \ C A D s h e e t s \ t c 1 1 . d g n F I L E N A M E : M O D E L : DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS RAISED REFLECTIVE PAVEMENT MARKERS (SNOW-PLOW RESISTANT) TYPICAL APPLICATIONS TWO-LANE/TWO-WAY LANE REDUCTION TRANSITION MULTI-LANE/DIVIDEDMULTI-LANE/UNDIVIDED TURN LANES TWO-WAY LEFT TURN DESIGN NOTES GENERAL NOTES LANE MARKER NOTES SYMBOLS TC-11 tc11.dgn 3/4/2019 10:29:08 AM User=footemj O N L Y ONLY ONLY ONLY ONLY 2' (600) 10' 45° SEE DETAIL "A"SEE DETAIL "B" EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT EDGE OF PAVEMENT MEDIAN LENGTH 45° ~ 2 2 LANE LINES 2 (50) TO EDGE OF EDGE LINE 4 (100) WHITE EDGE LINE 4 (100) YELLOW ~ 11 (280) C-C 1• (40) 5• (140) C-C 30' (9 m) 10' (3 m) 2 (50)4 (100) WHITE EDGE LINE 4 (100) YELLOW ~ 2 (50) TO EDGE OF EDGE LINE 4 (100) WHITE EDGE LINE 10' (3 m) 30' (9 m) 4 (100) YELLOW 4 (100) WHITE LANE LINE 11 (280) C-C 10' (3 m) 4 (100) YELLOW 30' (9 m) 2 (50)4 (100) WHITE EDGE LINE 4 (100) WHITE LANE LINE 4 (100) WHITE EDGE LINE 30' (9 m) 2 (50) 10' (3 m) 4 (100) WHITE LANE LINE 2 (50)4 (100) YELLOW EDGE LINE 4 (100) YELLOW EDGE LINE 4 (100) WHITE EDGE LINE 2 (50) 10' (3 m)30' (9 m) 4 (100) WHITE LANE LINE 2 (50) 6 (150) WHITE 2' (600) 6 (150) WHITE 12 (300) WHITE 6' (1.8 m) MIN. ADDITIONAL PAIRS SHALL BE PLACED AT 200' (60 m) TO 300' (90 m) INTERVALS. A MINIMUM OF TWO PAIRS OF TURN ARROWS SHALL BE USED, WHITE IN COLOR. 4 (100) YELLOW NO PASSING ZONE LINE 4 (100) 12 (300) WHITE 6' (1.8 m) MIN. ISLAND RAISED SOLID SOLID WHITE 2 2 SOLID YELLOW - LEFT WHITE - RIGHT DETAIL "B"DETAIL "A" TYPICAL LEFT (OR RIGHT) TURN LANE SOLID WHITE TWO-4 (100) @ 11 (280) C-C TWO-4 (100) @ 11 (280) C-C GREATER OR WHEN SPECIFIED IN PLANS. LANE REDUCTION ARROWS REQUIRED AT SPEEDS OF 45 MPH OR* SPEED LIMITD(FT) 345 30 35 40 45 50 55750 665 580 500 425 ISLAND RAISED MARKINGS SHALL BE INSTALLED PARALLEL TO THE CENTERLINE OF THE ROAD WHICH IT CROSSES* BICYCLE & EQUESTRIAN SCHOOL PEDESTRIAN WITH MEDIAN 150' (45 m) C-C (MORE THAN 45MPH (70 km/h)) 75' (25 m) C-C 30MPH (50 km/h) TO 45MPH (70 km/h)) 50' (15 m) C-C (LESS THAN 30MPH (50 km/h))DIAGONAL LINE SPACING: DIAGONAL LINES. CANNOT BE ATTAINED, USE 5 (FIVE) EQUALLY SPACED FOR MEDIAN LENGTHS WHERE DIAGONAL SPACING SPACING / REMARKSCOLORPATTERNWIDTH OF LINETYPE OF MARKING CENTERLINE ON 2 LANE PAVEMENT PAVEMENT CENTERLINE ON MULTI-LANE UNDIVIDED FOR BOTH DIRECTIONS FOR ONE DIRECTION NO PASSING ZONE LINES: TURN LANE MARKINGS) (EXTENSIONS OF CENTER, LANE OR DOTTED LINES EDGE LINES TURN LANE MARKINGS TWO WAY LEFT TURN MARKING B. LONGITUDINAL BARS (SCHOOL) A. DIAGONALS (BIKE & EQUESTRIAN) CROSSWALK LINES (PEDESTRIAN) STOP LINES PAINTED MEDIANS CHANNELIZING LINES GORE MARKING AND RAILROAD CROSSING SHOULDERS > 8' ) SHOULDER DIAGONALS (REQUIRED FOR U TURN ARROW LEFT AND U TURN 2 ARROW COMBINATION CONSTRUCTION AND STATE STANDARD 780001. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE FOR FURTHER DETAILS ON PAVEMENT MARKING REFER TO SEE DETAIL SEE DETAIL 12 (300) @ 45° LINE FOR "X" LETTERS; 16 (400) LINES; "RR" IS 6' (1.8 m) 24 (600) TRANSVERSE DIAGONALS @ 45° 8 (200) WITH 12 (300) 4' (1.2 m) WIDE MEDIANS NO DIAGONALS USED FOR @ 45° 12 (300) DIAGONALS 2 @ 4 (100) WITH 12 (300) @ 90° 12 (300) @ 45° 2 @ 6 (150) 24 (600) 8' (2.4m) LEFT ARROW EACH DIRECTION 2 @ 4 (100) SYMBOLS (8' (2.4m)) SIZE LETTERS & 6 (150) LINE; FULL 4 (100) EXTENDED SAME AS LINE BEING 5 (125) ON FREEWAYS 4 (100) 2 @ 4 (100) 2 @ 4 (100) 4 (100)SKIP-DASH SOLID YELLOW YELLOW YELLOW YELLOWSOLID SOLID SKIP-DASH SKIP-DASH WHITE WHITE EXTENDED SAME AS LINE BEINGSKIP-DASH SOLID WHITE-RIGHT YELLOW-LEFT WHITESOLID IN PAIRS AND SOLID SKIP-DASH YELLOW WHITE WHITE WHITE WHITE SOLID SOLID SOLID SOLID WHITE ONE WAY TRAFFIC WHITE: TWO WAY TRAFFIC YELLOW:SOLID WHITE SOLID WHITE 30.4 SF 16.3 SF 150' (45 m) C-C (OVER 45MPH (70 km/h)) 75' (25 m) C-C (30 MPH (50 km/h) TO 45MPH (70 km/h)) 50' (15 m) C-C (LESS THAN 30MPH (50 km/h)) "X"=54.0 SQ. FT. (5.0 m ) "R"=3.6 SQ. FT. (0.33 m ) EACH AREA OF: SEE STATE STANDARD 780001 30' (9 m) C-C (OVER 45MPH (70 km/h)) 20' (6 m) C-C 30MPH (50 km/h) TO 45MPH (70 km/h)) 15' (4.5 m) C-C (LESS THAN 30MPH (50 km/h)) DIAGONALS: SEE TYPICAL PAINTED MEDIAN MARKING. 11 (280) C-C FOR THE DOUBLE LINE POSSIBLE POINT. PARALLEL TO CROSSROAD CENTERLINE, WHERE OTHERWISE, PLACE AT DESIRED STOPPING PARALLEL TO CROSSWALK, IF PRESENT. PLACE 4' (1.2 m) IN ADVANCE OF AND SEE TYPICAL CROSSWALK MARKING DETAILS. 2' (600) APART 2' (600) APART NOT LESS THAN 6' (1.8 m) APART MARKING DETAIL SEE TYPICAL TWO-WAY LEFT TURN LINE AND SKIP-DASH LINE (140) C-C BETWEEN SOLID2 1SKIP-DASH; 5 10' (3 m) LINE WITH 30' (9 m) SPACE FOR SEE TYPICAL TURN LANE MARKING DETAIL OUTLINE MEDIANS IN YELLOW 2' (600) LINE WITH 6' (1.8 m) SPACE 10' (3 m) LINE WITH 30' (9 m) SPACE OMIT SKIP-DASH CENTERLINE BETWEEN 11 (280) C-C (140) C-C FROM SKIP-DASH CENTERLINE2 15 10' (3 m) LINE WITH 30' (9 m) SPACE 11 (280) C-C D 20' ( 6 6 0 ) 2 6 ( 5 1 0 ) 2 0 ( 6 6 0 ) 2 6 ( 3 4 0 ) 1 3 1 2 ' - 9 " ( 3 8 9 0 ) ( 1 7 2 0 ) 6 8 12 (300) 64 (1620) 40 (1020) ( 9 1 0 ) 3 6 (510) 20 R (810) 32 (710) 28 R (1020) 40 R (1020) 40 6'-4" (1930) (910) 36 ( 7 6 0 ) 3 0 ( 1 0 7 0 ) 4 27 2 ( 1 8 3 0 ) (810) 32 32 R (810) (300) 12 9 ( 2 3 0 ) 20 (510) 7 ' - 8 " ( 2 3 3 0 ) 5'-4" (1620) 32 R (810) (510) 20 R ( 9 1 0 ) 3 6 ( 6 1 0 ) 2 4 12 (300) 40 (1020) 20 (510) 9 ( 2 3 0 ) 2 (50) 2 (50) 8 (200) WHITE 8 (200) WHITE @ 10' (3 m) OR LESS SPACING 12 (300) WHITE DIAGONALS 4 5 °8 (200) WHITE 8 (200) WHITE 8 ( 2 0 0 ) W H I T E45°OUTSIDE OF LINES 4' (1.2 m) OUTSIDE TO TWO-4 (100) YELLOW @ 11 (280) C-C NO DIAGONALS TWO-4 (100) YELLOW @ 11 (280) C-C R= R= VARIES 12 (300) DIAGONALS (MINIMUM 5) (140) C-C)2 14 (100) YELLOW LINES (5 4 (100) YELLOW S T R E E T C R O S S TWO-4 (100) YELLOW @ 11 (280) C-C (140) C-C)2 1(5 4 (100) YELLOW LINES 6'-4" (2 m) 8' (2.4 m) 8'8' 6 (150) WHITE 25' (8 m) TO 49' (15 m) 8' (2.4 m) 50' (15 m) TO 200' (60 m) 10' (3 m) 6 (150) WHITE16' (5 m) 6 (150) WHITE 10' (3 m) * (TYP.) 2' DASH - 6' SKIP 6" (150) WHITE OVER 200' (60 m) 16' (5 m) 10' (3 m) FULL SIZE LETTERS 8' (2.4 m) AND ARROWS SHALL BE USED. AREA = 15.6 SQ. FT. (1.5 m )AREA = 20.8 SQ. FT. (1.9 m ) TURN LANES IN EXCESS OF 400' (120 m) IN LENGTH MAY HAVE AN ADDITIONAL SET OF ARROW - "ONLY" INSTALLED MIDWAY BETWEEN THE OTHER TWO SETS OF ARROW - "ONLY". * unless otherwise shown. All dimensions are in inches (millimeters) SECTION COUNTY ILLINOIS FED. AID PROJECT TOTAL SHEETS SHEET NO.RTE. CONTRACT NO. SCALE: NONE footemjUSER NAME = PLOT SCALE =50.0000 ' / in. PLOT DATE =3/4/2019 DATE DESIGNED CHECKED DRAWN REVISED REVISED REVISED REVISED F.A. SHEET 1 OF 2 SHEETS STA. TO STA. - - - - - - - - EVERS 03-19-90 C. JUCIUS 09-09-09 C. JUCIUS 07-01-13 C. JUCIUS 12-21-15 C. JUCIUS 04-12-16 D e f a u l t p w : \ \ I L 0 8 4 E B I D I N T E G . i l l i n o i s . g o v : P W I D O T \ D o c u m e n t s \ I D O T O f f i c e s \ D i s t r i c t 1 \ P r o j e c t s \ D i s t S t d 2 2 x 3 4 \ C A D D a t a \ C A D s h e e t s \ t c 1 3 . d g n F I L E N A M E : M O D E L : DEPARTMENT OF TRANSPORTATION STATE OF ILLINOIS TYPICAL PAVEMENT MARKINGS DISTRICT ONE 2-LANE ROADWAY MULTI-LANE UNDIVIDED MULTI-LANE DIVIDED TYPICAL LANE AND EDGE LINE MARKING TYPICAL CROSSWALK MARKING 4' (1.2 m) WIDE MEDIANS ONLY MEDIANS OVER 4' (1.2 m) WIDE MEDIAN WITH TWO-WAY LEFT TURN LANE TYPICAL PAINTED MEDIAN MARKING TYPICAL TURN LANE MARKING ISLAND OFFSET FROM PAVEMENT EDGE TYPICAL ISLAND MARKING ISLAND AT PAVEMENT EDGE LEFT AND U-TURN COMBINATION U-TURN LANE REDUCTION TRANSITION TC-13 tc13.dgn 3/4/2019 10:34:37 AM User=footemj pavement Edge of Cleaning culverts Fencing contracts and maintenance Utility work Landscaping work m i n . 1 5 ' ( 4 . 5 m ) m i n . 1 5 ' ( 4 . 5 m ) unless otherwise shown. All dimensions are in inches (millimeters) according to Standard 701006. zone in any one hour, traffic control shall be more work vehicles cross the 15' (4.5 m) clear When the work operation requires that two or pavement. are more than 15' (4.5 m) from the edge of vehicles, equipment, workers or their activities This Standard is used where at all times all 1-1-09 1-1-05 English (metric). Switched units to Revised title and notes. STANDARD 701001-02 15' (4.5 m) AWAY 2L, 2W, MORE THAN OFF-RD OPERATIONS, TYPICAL APPLICATIONS GENERAL NOTES Illinois Department of Transportation January 1,2009 APPROVED January 1,2009 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 9 7 PASSED ENGINEER OF OPERATIONS DATE REVISIONS ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION 1 L/3 min. projects construction For contract W20-I103(0)-48 W20-1(0)-48 projects and utility For maintenance 1000' (300 m) max. 500' (150 m) min. (150 m) 500' ( 4 . 5 m ) 1 5 ' m i n . 2 4 ( 6 0 0 ) Sign installation and maintenance Shoulder repair Landscaping operations Delineator installation Guardrail installation and maintenance Side slope changes Culvert extensions Utility operations Work area Sign Cone, drum or barricade the work area. 50' (15 m) centers through the remainder of at 25' (8 m) centers for L/3 distance, and at cones, drums or barricades shall be placed When the work operation exceeds one hour,1 English (Metric) L= 60 WS² L= 150 WS² L=(W)(S)L=0.65(W)(S) in feet (meters). Width of offset mph (km/h). Normal posted speed unless otherwise shown. All dimensions are in inches (millimeters) S = W = or greater: 45 mph (80 km/h) or less: 40 mph (70 km/h) SPEED LIMIT Calculate L as follows: from the edge of pavement. encroach in the area 15' (4.5 m) to 24 (600) equipment, workers or their activities will This Standard is used where any vehicles, FORMULAS 1-1-14 W21-1(0)-48 1-1-13 sign. Omitted text 'WORKERS' current MUTCD. number to agree with Revised workers sign STANDARD 701006-05 SYMBOLS FROM PAVEMENT EDGE 15' (4.5 m) TO 24" (600 mm) OFF-RD OPERATIONS, 2L, 2W, TYPICAL APPLICATIONS GENERAL NOTES Illinois Department of Transportation January 1,2014 APPROVED January 1,2014 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 9 7 PASSED ENGINEER OF SAFETY ENGINEERING DATE REVISIONS AHEAD MOWING ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK AHEAD MOWING projects construction For contract projects and utility maintenance For W20-I103(0)-48 Or W20-1(0)-48 W21-I101(0)-48 1000' (300 m) max. 500' (150 m) min.Varies 1 Utility operations Shoulder work Varies 1 ( 4 . 5 m ) 1 5 ' W21-1(0)-48 W20-I103(0)-48 W20-1(0)-48 W21-I101(0)-48 Or 1000' (300 m) max. 500' (150 m) min. Work area Sign Flagger with traffic control sign when required is less. operation, or 4 miles (6.4 km) whichever required for one normal working day's the length2 1but should not exceed distance to be determined by the Engineer Minimum distance is 200' (60 m). Maximum1 unless otherwise shown. All dimensions are in inches (millimeters) Standard 701301. minutes, traffic control may be according to When the work operation does not exceed 60 speed is 1 mph (2 km/h) or less. operation on the shoulder, where the average require an intermittent or continuous moving vehicle, equipment. workers or their activities This Standard is used where at any time, any 1-1-14 W21-1(0)-48 1-1-13 sign. Omitted text 'WORKERS' current MUTCD. number to agree with Revised workers sign STANDARD 701011-04 2L, 2W, DAY ONLY OFF-RD MOVING OPERATIONS,Illinois Department of Transportation January 1,2014 APPROVED January 1,2014 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 9 7 PASSED ENGINEER OF SAFETY ENGINEERING DATE REVISIONS GENERAL NOTES SYMBOLS TYPICAL APPLICATIONS I I I I ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION ONE LANE ROAD AHEAD ROAD AHEAD CONSTRUCTION ROAD AHEAD CONSTRUCTION ONE LANE ROAD AHEAD ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK 1 1000' (300 m) max. 500' (150 m) min. (150 m) 500' (150 m) 500' (30 m) 100' W20-I103(0)-48 W20-4(0)-48 W20-1(0)-48 W20-I103(0)-48 max. 1 mile (1600 m) min. 100' (30 m) (150 m) 500' (150 m) 500' 1000' (300 m) max. 500' (150 m) min. W20-4(0)-48 W20-I103(0)-48 W20-1(0)-48 2 W20-I103(0)-48 1-1-11 W20-7(O)-48 W20-7(O)-48 Revised flagger sign. STANDARD 701201-05 5 0 0 ' ( 1 5 0 m ) ± 5 0 0 ' ( 1 5 0 m ) ± SYMBOLS GENERAL NOTES TYPICAL APPLICATIONS DATE REVISIONS FOR SPEEDS ≥ 45 MPH DAY ONLY, LANE CLOSURE, 2L, 2W, 2 1 1-1-19 Revised device spacing in taper. unless otherwise shown. All dimensions are in inches (millimeters) shown. signs, flaggers, and taper shall be placed as areas exceeds 2000' (600 m), additional warning When the distance between successive work pavement for daylight operation. line and a line 24 (600) outside the edge of will encroach in the area between the center vehicles, equipment, workers or their activities This Standard is used where at any time, any Cable placement Culverts Storm sewer Utility operations Isolated patching Work area Sign Barricade or drum Cone, drum or barricade Flagger with traffic control sign these intervals between devices may be doubled. centers. When drums or barricades are used, Additional cones may be placed at 50' (15 m) Cones at 25' (8 m) centers for the first 150' (45 m). Devices at 20' (6 m) centers in the taper. projects construction For contract projects and utility For maintenance ( 6 0 0 ) 2 4 S i d e r o a d Patch Illinois Department of Transportation January 1,2019 APPROVED January 1,2019 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 9 7 ENGINEER OF SAFETY PROG. AND ENGINEERING APPROVED ONE LANE ROAD AHEAD ONE LANE ROAD AHEAD pavement for a period of less than 15 minutes. the centerline and a line 24 (600) outside the edge of the For any operation that encroaches in the area between edge of the pavement for a period of less than 60 minutes. For any operation that is more than 24 (600) outside the than 60 minutes. pavement for a period in excess of 15 minutes but less the centerline and a line 24 (600) outside the edge of the For any operation that encroaches in the area between amber dome light operating. Vehicle with dual flashers or flashing min. 100' (30 m) min. 100' (30 m)( 6 0 0 ) 2 4 amber dome light operating. Vehicle with dual flashers or flashing ( 6 0 0 ) 2 4 W20-4(0)-48 1 1 min. 100' (30 m) min. 100' (30 m) 1 1 W20-4(0)-48 ( 6 0 0 ) 2 4 SIGN SPACING Posted Speed Sign Spacing 55 50-45 <45 500' (150 m) 350' (100 m) 200' (60 m) 1 = table for distances. Refer to SIGN SPACING Cleaning up debris on pavement Utility operations String line Field survey Marking patches Work area Sign on portable or permanent support Flagger with traffic control sign unless otherwise shown. All dimensions are in inches (millimeters) 1-1-11 W20-7(O)-48 W20-7(O)-48 1-1-09 English (metric). Switched units to Revised flagger sign. STANDARD 701301-04 SHORT TIME OPERATIONS LANE CLOSURE, 2L, 2W, SYMBOLSTYPICAL APPLICATIONS Illinois Department of Transportation January 1,2011 APPROVED January 1,2011 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 9 7 PASSED ENGINEER OF SAFETY ENGINEERING DATE REVISIONS ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION ONE LANE ROAD AHEAD ROAD AHEAD CONSTRUCTION ROAD AHEAD CONSTRUCTION ONE LANE ROAD AHEAD ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK 1000' (300 m) max. 500' (150 m) min. (150 m) 500'Variable 1 min. 100' (30 m) W20-I103(0)-48 W20-1(0)-48 W20-4(0)-48 projects construction For contract projects and utility For maintenance W20-I103(0)-48 min. 100' (30 m)Variable 1 (150 m) 500' 1000' (300 m) max. 500' (150 m) min. W20-1(0)-48 W20-I103(0)-48W20-4(0)-48 W20-I103(0)-48 Shoulder operations Utility operations Milling operations Bituminous resurfacing Work area Sign on portable or permanent support Flagger with traffic control sign is less. operation or 2 miles (3200 m), whichever required for one normal working day's the length2 1but should not exceed distance to be determined by the Engineer Minimum distance is 200' (60 m). Maximum1 1-1-18 W20-7(O)-48 W20-7(O)-48 STANDARD 701306-04 TYPICAL APPLICATIONS SYMBOLS GENERAL NOTES FOR SPEEDS ≥ 45 MPH MOVING OPERATIONS DAY ONLY, LANE CLOSURE, 2L, 2W, SLOW 5 0 0 ' ( 1 5 0 m ) ± 5 0 0 ' ( 1 5 0 m ) ± Illinois Department of Transportation January 1,2018 APPROVED January 1,2018 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 9 7 PASSED DATE REVISIONS ENGINEER OF SAFETY PROG. AND ENGINEERING 1-1-11 Revised flagger sign. unless otherwise shown. All dimensions are in inches (millimeters) Standard 701301. traffic control may be according to When the operation does not exceed 60 minutes, (1 km/h) and less than 4 mph (6 km/h). mph2 1speed of movement is greater than operation on the pavement where the average require an intermittent or continuous moving vehicle, equipment, workers or their activities This Standard is used where at any time, any mph.2 1for operation to Revised lower speed limit PAINT WET PAINT WET (appropriate arrow) G20-I101-2430 R4-7a-2430 min. * 200' (60 m) (appropriate arrow) G20-I101-2430 or crack sealant to wheel tracking. and susceptibility of pavement marking Distance varies depending on terrain* Crack pouring Debris cleanup Roadometer measurements Weed spraying Pavement marking Utility work Landscaping work Arrow board (Hazard Mode only) (visible from all directions) flashers and flashing amber light. Truck with headlights, emergency (use when guide wheel is used) 18x18 (450x450) min. orange flag Truck mounted attenuator unless otherwise shown. All dimensions are in inches (millimeters) the pavement, use DETAIL A, Standard 701426. For shoulder operations not encroaching on (5 km/h). the average speed is greater than 3 mph require a continuous moving operation where equipment, workers or their activities will This Standard is used where any vehicle, 1-1-09 1-1-00 Pass With Care sign. English (metric). Omitted Switched units to in Standard title. Elim. speed restrictions KEEP RIGHT STANDARD 701311-03 DAY ONLY MOVING OPERATIONS- LANE CLOSURE 2L, 2W TYPICAL APPLICATIONS SYMBOLS GENERAL NOTES Illinois Department of Transportation January 1,2009 APPROVED January 1,2009 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 9 7 PASSED ENGINEER OF OPERATIONS DATE REVISIONS I I I I I ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ONE LANE ROAD AHEAD ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ROAD CLOSED ROAD CLOSED AHEAD ONE LANE ROAD AHEAD ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK 4 3 1 2 2 111 1 1 max. 100' (30 m) R11-2 min. 100' (30 m) W20-1(0)-48 Or W20-I103(0)-48 W20-4(0)-48 Type l or Type ll barricades Type lll barricades W20-3(0)-48 W20-1(0)-48 W20-I103(0)-48 Or Type l or Type ll Barricades ( 6 0 m ) 2 0 0 ' W20-4(0)-48 projects and utility maintenance For W20-1(0)-48 projects construction contract For W20-I103(0)-48 Or One way / one lane operation SIGN SPACING Posted Speed Sign Spacing 55 50-45 <45 500' (150 m) 350' (100 m) 200' (60 m) Work area (not required for moving operations) Cone, drum or barricade Flagger with traffic control sign Sign on portable or permanent support Barricade or drum with flashing light Type III barricade with flashing lights 20' (6 m) centers. Cones, drums or barricades at may be doubled. used. the interval between devices Type I or Type II barricades are at 50' (15 m) centers. When drums or (75 m). Additional cones may be placed Cones at 25' (8 m) centers for 250' For approved sideroad closures. for distances. Refer to SIGN SPACING TABLE1 2 3 4 unless otherwise shown. All dimensions are in inches (millimeters) of one traffic lane in an urban area. encroach on the pavement requiring the closure activities night, any vehicle, equipment, workers or their This Standard is used where at any time, day or 1-1-11 1-1-09 Corrected sign No.'s. English (metric). Switched units to Revised flagger sign. W20-7(O)-48 W20-7(O)-48 STANDARD 701501-06 2L, 2W, UNDIVIDED URBAN LANE CLOSURE, SYMBOLS GENERAL NOTES Illinois Department of Transportation January 1,2011 APPROVED January 1,2011 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 9 7 PASSED ENGINEER OF SAFETY ENGINEERING DATE REVISIONS I ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK CLOSED LANE CENTER 6 4 1 SIGN SPACING Posted Speed Sign Spacing <45 200' (60 m) 1 2 3 4 5 6 7 English (Metric) L= 60 WS² L= 150 WS² L=(W)(S)L=0.65(W)(S) in feet (meters). Width of offset mph (km/h). Normal posted speed FORMULAS unless otherwise shown. All dimensions are in inches (millimeters) S = W = or greater: 45 mph (80 km/h) or less: 40 mph (70 km/h) SPEED LIMIT Calculate L as follows: Standard 701501. closed and traffic control shall be according to When workers are present, two lanes shall be Case I applies when no workers are present. bidirectional turn lane. urban, two lane, two way roadway with a This Standard is used to close one lane of an (Sheet 1 of 2) 55 50-45 500' (150 m) 350' (100 m) Type III barricade with flashing lights (30 m) 100'1 STANDARD 701502-09 CASE I SYMBOLS DATE REVISIONS CASE II. TWO WAY TRAFFIC sign for Corrected sign number for1-1-18 1-1-19 Revised to allow cones at night. LEFT TURN LANE 2L, 2W, WITH BIDIRECTIONAL URBAN LANE CLOSURE, Construction For W20-I103(O)-48 Or Maintenance For W20-1(O)-48 W20-5c(0)-48 min. 10' (3 m) min. 10' (3 m) (Signs required for both directions) Work area with flashing light Barricade or drum Flagger with traffic control sign Cone, drum or barricade Sign on portable or permanent support present. Use flagger sign only when flagger is at 20' (6 m) centers in taper. Cones, drums or barricades For approved sideroad closures. interval between devices may be doubled. or type I or II barricades are used, the placed at 50' (15 m) centers. When drums on approach. Additional cones may be Cones at 25' (8 m) centers for 250' (75 m) 500' (164 m) or 1 block. Required if work exceeds Required for speeds > 40 mph (70 km/h). for distances. Refer to SIGN SPACING TABLE GENERAL NOTES Illinois Department of Transportation January 1,2019 APPROVED January 1,2019 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 0 1 ENGINEER OF SAFETY PROG. AND ENGINEERING APPROVED I I I I I I ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ROAD CLOSED ROAD CLOSED AHEAD ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION CLOSED LANE CENTER (Sheet 2 of 2) W20-1(0)-48 Or W20-I103(0)-48 W1-4L(0)W21-1(0)-48 Or 6 2 4 W1-4R(0)-48 W6-3(0)-48 W21-1(0)-48 W20-5c(0)-48 W20-1(0)-48 Or W20-I103(0)-48 3 1 1 1 1 W20-1(0)-48 Or W20-I103(0)-48 W6-3(0)-48 W20-1(0)-48 W20-I103(0)-48 Or R11-2 5 3 ( 6 0 m ) 2 0 0 ' (Above barricade) W-1-6R(0)-6030 W20-3(0)-48 5 ( 6 0 m ) 2 0 0 ' W20-7(O)-48 7 4 STANDARD 701502-09 CASE II LEFT TURN LANE 2L, 2W, WITH BIDIRECTIONAL URBAN LANE CLOSURE, L L L 2 1 2 1 L2 1 projects construction contract For projects and utility maintenance For Illinois Department of Transportation January 1,2019 APPROVED January 1,2019 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 0 1 ENGINEER OF SAFETY PROG. AND ENGINEERING APPROVED I I I I I I I ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION RIGHT LANE CLOSED AHEAD MPH X X MPH X X ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ROAD CLOSED ROAD CLOSED AHEAD MPH X X MPH X X LEFT LANE CLOSED AHEAD ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK Or Or W20-1(0)-48 W20-I103(0)-48 6 2 5 barricades Type l or Type ll (50 km/h) or less Speeds 30 mph W1-3R(O)-48 W13-1(O)-2424 W1-4R(O)-48 W13-1(O)-2424 W6-3(0)-48 W21-1(0)-48 Or 7 6 1 1 1 W20-5(0)-48 L2 1 L L Type l or Type ll barricades W20-1(0)-48 W20-I103(0)-48 Type lll barricades 4 4 W20-3(0)-48 4 W20-1(0)-48 W20-I103(0)-48 Or R11-2 ( 6 0 m ) 2 0 0 ' 7 (50 km/h) or less Speeds 30 mph W1-3L(O)-48 W13-1(O)-2424 L2 1 L2 1L111 Or 3 W20-5R(0)-48 W21-1(0)-48 W1-4L(O)-48 W13-1(O)-2424 Or W20-7(O)-48 W6-3(O)-48 and with flashing lights Type III Barricade (Above barricade) W1-6R(0)-6030 4-1-16 English (Metric) L= 60 WS² L=(W)(S)L=0.65(W)(S) in feet (meters). Width of offset mph (km/h). Normal posted speed FORMULAS L= 150 WS² 1 2 3 4 5 6 7 Repeat every 1 mile (1.6 km). 20' (6 m) centers in taper. Cones, drums or barricades at be doubled. the interval between devices may Type I or Type II barricades are used, at 50' (15 m) centers. When drums or (75 m). Additional cones may be placed Cones at 25' (8 m) centers for 250' For approved sideroad closures. present. Use flagger sign only when flagger is Required for speeds > 40 mph. TABLE for distances. Refer to SIGN SPACING SIGN SPACING Posted Speed Sign Spacing <45 500' (150 m) 350' (100 m) 200' (60 m) 55 50-45 Arrow board Cone, drum or barricade Sign on portable or permanent support Work area Barricade or drum with flashing light Type III barricade with flashing lights Flagger with traffic control sign. unless otherwise shown. All dimensions are in inches (millimeters) S = W = or greater: 45 mph (80 km/h) or less: 40 mph (70 km/h) SPEED LIMIT Calculate L as follows: Urban area. the closure of more than one traffic lane in an activities encroach on the pavement requiring night, any vehicle, equipment, workers or their This Standard is used where at any time, day or 6 1-1-15 New Standard. middle of tangent. curve/turn sign to Moved first reverse STANDARD 701611-01 MOUNTABLE MEDIAN MULTILANE, 2W WITH URBAN HALF ROAD CLOSURE, SYMBOLS GENERAL NOTES Illinois Department of Transportation 2016 APPROVED 2016 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 1 5 PASSED ENGINEER OF SAFETY ENGINEERING April 1, April 1, DATE REVISIONS ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED USE OTHER SIDE projects construction contract W20-I103(0)-48 for projects and utility maintenance W20-1(0)-48 for Or Or projects construction contract W20-I103(0)-48 for projects and utility maintenance W20-1(0)-48 for R11-I101-2418 road work traffic control. Omit whenever duplicated by 4-1-16 10' (3 m) Spacing 25' (8 m) Spacing Work area permanent support Sign on portable or Barricade or drum barricade Cone, drum or Type lll barricade (Sheet 1 of 2) 1 1 1 1 R11-I102-2430 R11-I102-2430 1 unless otherwise shown. All dimensions are in inches (millimeters) detail on Standard 701901. positioned as shown in "ROAD CLOSED TO ALL TRAFFIC" Type lll barricades and R11-2-4830 signs shall be ends of the actual closures. The SIDEWALK CLOSED signs shall be used at the the corners across the street from the closure. occurs at a corner, the signs shall be erected on to each end of the closure. Where the closure placed at the nearest crosswalk or intersection The SIDEWALK CLOSED / USE OTHER SIDE sign shall be whenever possible. provided on the same side of the closed facilities The temporary pedestrian facilities shall be accessible. Temporary facilities shall be detectable and roadway traffic is affected. other Traffic Control & Protection Standards when This Standard must be used in conjunction with performed. traffic must be rerouted due to work being This Standard is used where, at any time, pedestrian ( 1 . 2 m ) 4 ' m i n . typical Parking space, channelizing barricade Detectable pedestrian 1-1-12 plan views. Renamed Std. Modified appearance of Added SIDEWALK DIVERSION. covered in the std. spec. from standard as this is Omitted orange safety fence STANDARD 701801-06 CROSSWALK CLOSURE SIDEWALK, CORNER OR SIDEWALK DIVERSION SIDEWALK CLOSURE GENERAL NOTES SYMBOLS Illinois Department of Transportation 2016 APPROVED 2016 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 9 7 PASSED ENGINEER OF SAFETY ENGINEERING April 1, April 1, DATE REVISIONS ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED SIDEWALK CLOSED SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE ROAD AHEAD CONSTRUCTION ROAD AHEAD WORK SIDEWALK CLOSED USE OTHER SIDE SIDEWALK CLOSED USE OTHER SIDE ROAD CLOSED AHEAD Or projects construction contract W20-I103(0)-48 for projects and utility maintenance W20-1(0)-48 for Or projects construction contract W20-I103(0)-48 for projects and utility maintenance W20-1(0)-48 for R11-I101-2418 R11-I101-2418 Spacing 10' (3 m) R3-1-2424 (Sheet 2 of 2) 1 1 R11-I102-2430 R11-I102-2430 R11-I102-2430 1 1 1 R3-2-2424 R20-3(O)-48 1 1 R11-I102-2430 R11-I102-2430 STANDARD 701801-06 CROSSWALK CLOSURE SIDEWALK, CORNER ORIllinois Department of Transportation 2016 APPROVED 2016 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 9 7 PASSED ENGINEER OF SAFETY ENGINEERING April 1, April 1, CORNER CLOSURE CROSSWALK CLOSURE * * ** * * *** ( 4 5 0 - 9 0 0 ) 1 8 - 3 6 ( 7 0 0 ) 2 8 m i n . 4 ' ( 1 . 2 m ) m i n . 2 4 ( 6 0 0 ) ( 9 0 0 ) 3 6 min. 18 (450) m i n . 5 ' ( 1 . 5 m ) min. 4' (1.2 m) (600) 24 ( 9 0 0 ) 3 6 ( 3 0 0 ) 1 2 ( 2 0 0 ) 8 ( 9 0 0 ) 3 6 (Sheet 1 of 3) min. 4' (1.2 m)m i n . 3 6 ( 9 0 0 )(100)4m i n . 3 6 ( 9 0 0 ) min. 24 (600) m i n . 3 6 ( 9 0 0 ) min. 24 (600)(100)4Orange ( 1 0 0 ) 4 ( 7 0 0 - 9 0 0 ) 2 8 - 3 6 Posted speed < 45 mph STANDARD 701901-08 TUBULAR MARKER VERTICAL PANEL TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE BARRICADE DIRECTION INDICATOR DRUM VERTICAL BARRICADE CHANNELIZING BARRICADE DETECTABLE PEDESTRIAN GENERAL NOTES DATE REVISIONS orange to white background. SPEED LIMIT sign from Revised END WORK ZONE1-1-18 1-1-19 ( 7 0 0 - 9 0 0 ) 2 8 - 3 6 CONES Any posted speed DAYTIME USE Any posted speed Any posted speed > 3 6 ( 9 0 0 ) DAY OR NIGHTTIME USE (100-150) 4-6 (100-150) 4-6 added cones >36" (900 m) height. Revised cone usage and DEVICES TRAFFIC CONTROL ( 2 0 0 - 3 0 0 ) 8 - 1 2 m a x . 2 ( 5 0 )(150)6(150)6Warning lights (if required) unless otherwise shown. All dimensions are in inches (millimeters) pavement surface. All heights shown shall be measured above the ( 2 0 0 - 3 0 0 ) 8 - 1 2(100)4(100)4(100)4(100)4( 2 0 0 - 3 0 0 ) 8 - 1 2 ( 2 0 0 - 3 0 0 ) 8 - 1 2(150)6(150)6(300) 12(150)6(150)6(100)4(100)4( 5 0 ) 2 ( 1 5 0 ) 6 ( 7 5 - 1 0 0 ) 3 - 4 min. 3 (75) ( 1 0 0 ) 4 ( 1 0 0 ) 4 (200-300) 8-12 4-6 (100-150) 4-6 (100-150) POST MOUNTED Orange Orange Orange Illinois Department of Transportation January 1,2019 APPROVED January 1,2019 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 1 3 ENGINEER OF SAFETY PROG. AND ENGINEERING APPROVED "'- MAX W IDTH XX XX X M ILES AHEAD NEXT X MILES CONSTRUCTION ROAD CONSTRUCTION END (IF SPECIFIED) SIGN STOP SLOW END WORK ZONE SPEED LIMIT MINIMUM $XXX FINE LIMIT SPEED XX ZONE WORK ENFORCED PHOTO (1.8 m - 3.6 m) 6' - 12' FRONT SIDE REVERSE SIDE ( 1 0 0 ) 4 ( 1 2 5 ) 5 (600) 24 (125) 5 (175) 7 (400) 16 ( 1 7 5 ) 7 ( 1 2 5 ) 5 ( 6 0 0 ) 2 4 (600 - 3 m) 24 - 10' m i n . 8 ' ( 2 . 4 m ) (Sheet 2 of 3) ( 1 . 8 m - 2 . 1 m ) 6 ' - 7 ' R2-1-3648 R2-I106p-3618 G20-I104(0)-6036 G20-I105(0)-6024 W12-I103-4848 XX'-XX" width and X miles are variable. G20-I103-6036 STANDARD 701901-08 POST MOUNTED SIGNS SIGNS ON TEMPORARY SUPPORTS HIGH LEVEL WARNING DEVICE WIDTH RESTRICTION SIGN FLAGGER TRAFFIC CONTROL SIGN SPEED ZONE SIGNS HIGHWAY CONSTRUCTION WORK LIMIT SIGNING DEVICES TRAFFIC CONTROL E d g e o f p a v e m e n t ** (if required) Warning light wood post Metal or 6' (1.8 m) urban 4' (1.2 m) rural embedment 5' (1.5 m) min. of pavement Elevation of edge 7' (2.1 m) min. urban 5' (1.5 m) min. rural edge of the paved shoulder. face of curb or 6' (1.8 m) to the outside this dimension shall be 24 (600) to the When curb or paved shoulder are present** of curb or face pavement Edge of of pavement Elevation of edge completely above the devices. shall be sufficient to be seen behind other devices, the height be 5' (1.5 m) min. If located four days, this dimension shall When work operations exceed*** m i n . * * * 1 2 ( 3 0 0 ) Orange flags 18x18 (450x450) lane highways. Dual sign displays shall be utilized on multi- within 2 miles (3200 m). the end of the job unless another job is END CONSTRUCTION sign shall be erected at ject limits. be placed 500' (150 m) in advance of pro- ROAD CONSTRUCTION NEXT X MILES sign shall 2 miles (3200 m) or more in length. This signing is required for all projects W21-Ill5(0)-3618 R10-I108p-3618 **** or as allowed by District Operations. Sign assembly as shown on Standards above sign assembly is used. This sign shall be used when the under the juristiction of the State. R10-I108p shall only be used along roadways**** 8 (200) Federal series C (15) 32 19 (513) 20 2 1 7 (180) Federal series B R . 1 (4 0 ) 2 1 ( 9 0 ) 3 2 1 Illinois Department of Transportation January 1,2019 APPROVED January 1,2019 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 1 3 ENGINEER OF SAFETY PROG. AND ENGINEERING APPROVED ROAD CLOSED ROAD CLOSED TO THRU TRAFFIC ROAD CLOSED TO THRU TRAFFIC min. 4' (1.2 m) min. 5' (1.5 m) m i n . ( 6 0 0 ) 2 4 m i n . 6 ' ( 1 . 8 m ) m i n . 7 ' ( 2 . 1 m ) m i n . 3 0 ( 7 5 0 ) m i n . 4 ' ( 1 . 2 m ) m i n . 7 ' ( 2 . 1 m ) min. 8' (2.4 m) (8 m) 25' 1 0 0 ' ( 3 0 m ) m a x . 3 0 ' ( 9 . 1 m ) m i n . (Sheet 3 of 3) A A STANDARD 701901-08 ARROW BOARDS SECTION A-A TEMPORARY RUMBLE STRIPS PLAN TYPICAL INSTALLATION TYPE III BARRICADES CLOSING A ROAD TYPICAL APPLICATIONS OF 24 (600) ± MOUNTED TRAILER TYPE C MOUNTED ROOF OR TRAILER TYPE B MOUNTED ROOF TYPE A DEVICES TRAFFIC CONTROL 2 1 3 ( 9 0 ) ± Weep holes T r a f f i c 1 (45) ±4 3 Epoxy channels stepped or smooth Face may be ( 1 3 ) ± 2 1 2 13 (90) ± Traffic (8 m) 25' (60 m) ± 200 (60 m) ± 200 (8 m) 25' (8 m) 25' (60 m) ± 200 warning signs advance Construction (1.5 m) 5' min. 12 (300) min. 12 (300) R11-4 Pavement flasher Type A ROAD CLOSED TO THRU TRAFFIC directly in front of the barricade. on NCHRP 350 temporary sign supports not available, the signs may be mounted sign panel which meets NCHRP 350 is Type III barricade with an attached both sides of the barricades. If a Reflectorized striping shall appear on ROAD CLOSED TO ALL TRAFFIC in front of the barricade. NCHRP 350 temporary sign support directly available, the sign may be mounted on an sign panel which meets NCHRP 350 is not If a Type III barricade with an attached on the back side of the barricades. Reflectorized striping may be omitted Pavement shoulder Edge of R11-2flasher Type A max. 6 (150) max. 6 (150) max. 6 (150) Illinois Department of Transportation January 1,2019 APPROVED January 1,2019 ENGINEER OF DESIGN AND ENVIRONMENT IS S U E D 1 - 1 - 1 3 ENGINEER OF SAFETY PROG. AND ENGINEERING APPROVED