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2019 Street Iimprovement Project r� County DuPage NOTICE TO BIDDERS Local Public Agency Oak Brook Section Number 19-00051-00-RS Route 16"Street(FAU 1448) Sealed proposals for the improvement described below will be received at the office of Village of Oak Brook Office of Purchasing 1200 Oak Brook Rd Oak Brook IL 60523 until 10:00 a.m. on October 28,2019 Address Time Date ` Sealed proposals will be opened and read publicly at the office of Village of Oak Brook Samuel E.Dean Board Room 1200 Oak Brook Rd,Oak Brook,IL 60523 at 10:00 a.m. on October 28,2019 Address Time _ Date DESCRIPTION OF WORK Name 2019 Street Improvement Project— 16`h Street Length: 1,910 feet ( 0.36 miles) Location 10h Street from IL-83 to Spring Road Proposed Improvement Include HMA milling and HMA resurfacing median removal and replacement curb and gutter Removal and replacement,ADA compliant sidewalk installation,drainage structure repairs and landscape restoration 1. Plans and proposal forms will be available in the office of The Bidding Documents can be obtained through QuestCDN via the CBBEL website at www.cbbeLcomlbid .. info or at www.guestedn.com for a$25 nonrefundable fee Contact QuestCDN at info!dguestcdn.com for assistance in membership registration and downloading digital product information A hardcopy of the plans may be viewed at CBBEL's office located at 9575 W Higgins Road Suite 600 Rosemont IL 60018 ]DOT Pre Qualification of HMA Plant Mix(Category 003)is required to bid Minority and Women Owned Businesses(MBE/WBE)are encouraged to submit bids on this Project.Contact will be Orion Galey at(847)823-0500 or ogaley@cbbel.com. Address 2. ® Prequalification If checked, the 2 low bidders must file within 24 hours after the letting an "Affidavit of Availability" (Form BC 57), in duplicate, 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 one original 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. BLR 12200: Local Public Agency Formal Contract Proposal b. BLR 12200a Schedule of Prices c. BLR 12230: Proposal Bid Bond (if applicable) d. BLR 12325: Apprenticeship or Training Program Certification (do not use for federally funded projects) e. BLR 12326: Affidavit of Illinois Business Office Printed 10/8/2019 BLR 12200(Rev.01/08/14) — Illinois Department Local Public Agency of Transportation Formal Contract PROPOSAL SUBMITTED BY K-Five Construction Corporation Contractor's Name 999 Oakmont Plaza Dr. Street P.O. Box Westmont IL 60559 City State Zip Code STATE OF ILLINOIS COUNTY DuPage Oak Brook (Name of City,Village,Town or Road District) FOR THE IMPROVEMENT OF STREET NAME OR ROUTE 16th Street SECTION NO. 19-00051-00-RS TYPES OF FUNDS MFT ®SPECIFICATIONS(required) ® PLANS(required) ®CONTRACT BOND(when required) For Municipal Projects Department of Transportation (,/ Date ,�� m Date _ 3 For County and Road District Projects Submitted/Approved Highway Commissioner Date Submitted/Approved County Engineer/Superintendent of Highways Date Printed 11/8/2019 Page 1 of 2 BLR 12320(Rev.01/09/14) VILLAGE OF OAK BROOK 2019 STREET IMPROVEMENT PROJECT—16T"STREET TABLE OF CONTENTS Title Notice to Bidders Bid Proposal Schedule of Prices Contractor Certifications Signatures Bid Bond Affidavit of Illinois Business Office Apprenticeship or Training Program Certification Affidavit of Availability Tab 1 Specifications Special Provisions Tab 2 Index for Supplemental Specifications and Recurring Special Provisions Check Sheet for Recurring Special Provisions District 1 Special Provisions Traffic Control Plan (D-1) Maintenance of Roadways(D-1) Public Convenience and Safety (D-1) Status of Utilities(D-1) i Aggregate Subgrade Improvement(D-1) Friction Aggregate(D-1) Ground Tire Rubber(GTR)Modified Asphalt Binder(D-1) HMA Mixture Design Requirements(D-1) Reclaimed Asphalt Pavement and Reclaimed Asphalt Shingles(D-1) BDE Special Provisions IDOT Highway Standards Prevailing Wages Tab 3 Potentially Impacted Property (PIP) Evaluation—LPC 662/663 Forms 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. VAW Printed 10/8/2019 BLR 12200(Rev.01/08/14) A County DuPage PROPOSAL Local Public Agency Oak Brook Section Number 19-00051-00-RS Route 161h Street(FAU 1448) A 1. Proposal of K-Five Construction Corporation for the improvement of the above section by the construction of HMA surface milling with HMA resurfacing, improvements,curb and gutter removal and replacement,ADA compliant sidewalk installation,drainage structure repairs and landscape restoration a total distance of 1,910 feet, of which a distance of 1,910 feet, ( 0.36 miles)are to be improved. 2. The plans for the proposed work are those prepared by Christopher B. Burke Engineering, Ltd. 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 December 13, 2019 unless additional time is granted in accordance with the specifications. 6. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for Contract Proposals,will be required. Bid Bonds be allowed as a proposal guaranty. A 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 Village of Oak Brook The amount of the check is Five Percent(5%)of Base Bid ( ). 7. In the event that one proposal guaranty check is intended to cover two or more proposals,the amount must be equal to the sum of the proposal guaranties,which would be required for each individual proposal. If the proposal guaranty check is placed in another proposal, it will be found in the proposal for: Section Number 19-00051-00-RS 8. The successful bidder at the time of execution of the contract be required to deposit a contract bond for the A 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 or check shall be forfeited to the Awarding Authority. _ 9. 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 product 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. _ 10. A bid will be declared unacceptable if neither a unit price nor a total price is shown. 11. The undersigned submits herewith the schedule of prices on BLR 12200a covering the work to be performed under this contract. 12. The undersigned further agrees that if awarded the contract for the sections contained in the combinations on BLR 12200a,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. A Printed 10/8/2019 BLR 12200(Rev.01/08/14) VILLAGE OF OAK BROOK ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS FOR MFT FAU 1448 16TH STREET To: All Prospective Bidders All BIDDERS for the above contract shall carefully read the enclosed addendum and consider its impact in the preparation of their bid. The changes to the contract documents are outlined below: Modification No. 1 1. The UNIT for Item #X7280105 TELESCOPING SIGN SUPPORT shall be FOOT. Modification No. 2 1. Pay Item #44000300 CURB REMOVAL has been deleted. 2. Pay Item #44000500 CURB AND GUTTER REMOVAL has been added, the quantity is 2000 FOOT. Modification No. 3 1. The quantity for Pay Item #60603800 COMBINATION CONCRETE CURB AND GUTTER, TYPE B6.12 has been REDUCED from 1500 FOOT to 130 FOOT. 2. The Pay Item #60603800 COMBINATION CONCRETE CURB AND GUTTER, TYPE B6.24 has been ADDED with a quantity of 1870 FOOT. 3. The typical section has been modified to show COMBINATION CONCRETE CURB AND GUTTER, TYPE B6.24. ! VILLAGE OF OAK BROOK BIDDER'S ACKNOWLEDGMENT OF RECEIPT ADDENDUM NO. 1 MFT FAU 1448 16TH STREET BIDDER hereby acknowledges receipt of Addendum No. 1 Company Name .....: : !� I �r`C C Ns-f r��-fi�►� By............................ . , Print Name .............. : Position/Title............ ! Note: This Addendum shall be included with and is considered part of the bid documents. Failure to return this form may result in disqualification of the BIDDER. — Include this original in your bid. County DuPage CONTRACTOR CERTIFICATIONS Local Public Agency Oak Brook Section Number 19-00051-00-RS Route 16"' Street(FAU 1448) 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 Deliquency. 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 procedures established by the appropriate revenue Act, its liability for the tax or the amount of 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 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 in 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 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 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 in 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 of 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 cancelled. Printed 10/8/2019 BLR 12200(Rev.01/08/14) County DuPage SIGNATURES Local Public Agency Oak Brook Section Number 19-00051-00-RS Route 16th Street(FAU 1448) (If an individual) Signature of Bidder 4 Business Address (If a partnership) Firm Name Signed By Business Address Inset Names and Addressed of All Partners (If a corporation) -. Corporate Name K-Five -. Signed By _ resident' Robeir G. Krug Business Address 999 Oakmont P aza Drive,Suite 200- Westmont. IL 60559 President Robert G. Krug Insert Names of Officers Secretary Robert W. Krug Josephine M. Krug Attest: /— Secritary Robert . Krug .r Printed 10/8/2019 BLR 12200(Rev.01/08/14) Local Agency 111n4DE��t Proposal Bid Bond o� Tra Route 16th Street County Cook RETURN WITH BID Local Agency Village of Oak Brook Section 19-00051-00-RS PAPER BID BOND WE K-Five Construction Corporation 999 Oakmont Plaza Drive,Suite 200.Westmont,IL 60559 as PRINCIPAL, and Continental Casualty Company 151 N. Franklin Street, Chicago, IL 60606 as SURETY. are held jointly,severally and firmly bound unto the above Local Agency(hereafter referred to as'LAI 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 to 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 LA 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 IA for the above designated section and the PRINCIPAL shag 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 shag remain in full force and effect IN THE EVENT the LA determines the PRINCIPAL has failed to enter into a formai contract in compliance with any requirements set forth in the preceding paragraph,then the LA acting through its awarding authority shag Immediately be entitled to recover the fug 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 respectiv37cfAc?ersthis 28th day of October, 2019 Principal K-Fivp Construction Cor tion Title) ( ) Surety Continental Casualty Company By (Name of Sul") Kim erly R. Holme (Signature of,Attomey-irrFact) STATE OF Illinois COUNTY OF Cook I. Ann Marie Waters ,a Notary Public in and for said county, z �o do hereby certify that Robert G. Krugand Kimber) R. Holmes ,�D> (Insert names of individuals signing on behalf of PRINCIPAL B SURETY) Z 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 -o Z-n 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. Ln C:D 0 Given under my hand and notarial seal this 28th day of October, 2019 m--> r� My commission expires July 5, 2021 m Ann Marie Waters (Notary Public) m p z,4m ELECTRONIC BID Cr—n m D ❑ Electronic bid bond is allowed(box must be checked by LA If electronic bid bond is allowed) t— The Principal may submit an electronic bid bond,in lieu of completing the above section of the Proposal Bid Bond Form. By providing 00 an electronic bid bond ID code and signing below,the Principal is ensuring the identified electronic bid bond has been executed and in the Principal and Surety are firmly bound unto the LA 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 It)Code (Company/Bidder Name) (Signature and Title) Date Page 1 of 1 BLR 12230(Rev.7/05) — County DuPage Local Public Agency Oak Brook Section Number 19-00051-00-RS Route 16th Street 1. THIS AGREEMENT, made and concluded the 1 day of November, 2019 Month and Year between the Village of Oak Brook acting by and through its President and Board of Trustees known as the party of the first part, and K-Five Construction Corporation his/their executors, administrators, successors or assigns, known as the party of the second part. 2. Witnesseth: That for and in consideration of the payments and agreements mentioned in the Proposal hereto attached, to be made and performed by the party of the first part, and according to the terms expressed in the Bond referring to these presents, the party of the second part agrees with said party of the first part at his/their own proper cost and expense to do all the work, furnish all materials and all labor necessary to complete the work in accordance with the plans and specifications hereinafter described, and in full compliance with all of the terms of this agreement and the requirements of the Engineer under it. 3. And it is also understood and agreed that the LPA Formal Contract Proposal, Special Provisions,Affidavit of Illinois Business Office, Apprenticeship or Training Program Certification, and Contract Bond hereto attached, and the Plans for Section 19-00051-00-RS in Oak Brook •- approved by the Illinois Department of Transportation on are essential documents of this Date contract and are a part hereof. 4. IN WITNESS WHEREOF, The said parties have executed these presents on the date above mentioned. I C erk By (Seal vP cop Party of the First Part - (If -�^� p (If a Corporation) CIO� Corporate > A O 9CF �� By 00U NT`l �� President Party of the Second 13art (If a Co-Partnership) Partners doing Business under the firm name of Party of the Second Part (If an individual) Party of the Second Part — Printed 11/8/2019 Page 2 of 2 BLR 12320(Rev.01/09/14) Illinois Department Bond No. 30087672 of Transportation Contract Bond Route 1611 Street County DuPage Local Agency Oak Brook Section 19-00051-00-RS We , K-Five Construction Corporation 999 Oakmont Plaza Drive Suite 200 Westmont IL 60559 a/an) ❑ Individual ❑ Co-partnership ® Corporation organized under the laws of the State of Illinois as PRINCIPAL, and Continental Casualty Company 151 N. Franklin St., Chicago, IL 60606 as SURETY, are held and firmly bound unto the above Local Agency(hereafter referred to as"LA")in the penal sum of Seven Hundred Fourteen Thousand One Hundred Fifty Nine and 65/100 Dollars ( $714,159.65 ), lawful money of the United States, well and truly to be paid unto said LA, for the payment of which we bind ourselves, our heirs, executors, — administrators, successors,jointly to pay to the LA this sum under the conditions of this instrument. WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the said Principal has entered into a written contract with the LA acting through its awarding authority for the construction of work on the above section, which contract is hereby referred to and made a part hereof, as if written herein at length, and whereby the said Principal has promised and agreed to perform said work in accordance with the terms of said contract, and has promised to pay all sums of money due for any labor, materials, apparatus, fixtures or machinery furnished to such Principal for the purpose of performing such work and has further agreed to pay all direct and indirect damages to any person, firm, company or corporation suffered or sustained on account of the performance of such work during the time thereof and until such work is completed and accepted; and has further agreed that this bond shall inure to the benefit of any person,firm, company or corporation to whom any money may be due from the Principal, subcontractor or otherwise for any such labor, materials, apparatus,fixtures or machinery so furnished and that suit may be maintained on such bond by any such person, firm, company or corporation for the recovery of any such money. NOW THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said contract, and shall pay all sums of money due or to become due for any labor, materials, apparatus, fixtures or machinery furnished to him for the purpose of constructing such work, and shall commence and complete the work within the time prescribed in said contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on account of such work during the time of the performance thereof and until the said work shall have been accepted, and shall hold the LA and its awarding authority harmless on account of any such damages and shall in all respects fully and faithfully comply with all the provisions, conditions and requirements of said contract, then this obligation to be void; otherwise to remain in full force and effect. .� Page 1 of 2 IL 494-0372 BLR 12321 (Rev.7/05) Printed on 11/4/2019 3:18:21 PM IN TESTIMONY WHEREOF,the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this ,12th day of November A.D. 2019 PRINCIPAL K-Five (Signature&Title) (If PRINCIPAL is a joint venture of two or more contractors,the company names and authorized signature of each contractor must be affixed.) STATE 3 .c a Notary Public in and for said county,do hereby certify that 3 � T Robert G. Krug and Robert W. Krug CID (Insert names of individuals signing on behalf or PRINCIPAL) m v who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrum iso ap of PRINCIPAL,appeared before me this day in person SURETY Continental Casualty Company By: (Name of Surety) Kimberly R. Hol(S' nesature of Attorney-in-Fact) _ STATE OF ILLINOIS. (SEAL) COUNTY OF COOK I, Ann Marie Waters a Notary Public in and for said county, do hereby certify that Kimberly R. Holmes �a (Insert names of individuals signing on behalf or SURETY) -L who are each personally known to me to be the same persons whose names are subscribed to the foregoing inst half of SURETY, appeared before me this day in person and acknowledged respectively,that they signed and deliver -n instrument as their free and voluntary act for the uses and purposes therein set forth. 0 Given under my hand and notarial seal this 12th day of November A.D. 2019 O n M- ( mAtTi MD y commission expires 07/05/2021 �� Notary Public m C Mm y. Approved this !Z day of Akuem N4 A.D. �r1 Z - , _ �O i :0 ( ClerR-' . (Chairman/Mayor/President) Page 2 of 2 IL 494-0372 BLR 12321 (Rev.7/05) Printed on 11/4/2019 3:18:21 PM POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company(herein called "the CNA Companies"),are duly organized and existing insurance companies having their principal offices in the City of Chicago,and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make,constitute and appoint Karen A Ryan, William Cahill, Kimberly Sawicki, Ann Marie Waters, Richard A Freebourn Jr, Leigh Ann Francis, Kimberly R Holmes,Brent R Wagner,Individually of Lisle,IL,their true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds,undertakings and other obligatory instruments of similar nature -In Unlimited Amounts- and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and all the acts of said Attorney,pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions,printed on the reverse hereof,duly adopted,as indicated,by the Boards of Directors of the insurance companies. In Witness Whereof,the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 2nd day of August,2019. �pyGAS 14 %sup'l AW& Continental Casualty Company c+ t F 4 National Fire Insurance Company of Hartford ootw:Rarp Q� � 1897 � NAR�f�! • ` Paul T.Bruflat Vice President State of South Dakota,County of Minnehaha,ss: On this 2nd day of August,2019,before me personally came Paul T.Bruflat to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is a Vice President of Continental Casualty Company,an Illinois insurance company, `^ National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company described in and which executed the above instrument;that he knows the seals of said insurance companies;that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said insurance companies. ------------- J.MOHR (M N)TARYPU8M(% x'_SOUM QWTA My Commission Expires June 23,2021 J.Mohr Notary Public T CERTIFICATE I,D.Johnson,Assistant Secretary of Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford, an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company do hereby certify that the Power of Attorney herein above set forth is still in force,and further certify that the By-Law and Resolution of the Board of Directors of the insurance companies printed on the rev se hereof is still in force.,In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this Ia 0- day of /t oPie� 90/!1 . GAS 4y 1NSUR4 hy` � Continental nal Fire Insurance Company of Hartford coaPORAre aoAarfi ' � .y�°ar°�TNatio to -� °v SEAL ? "� : ,ul�t�' 1897 FiAN��` • Form F6853-4/2012 D. Johnson Assistant Secretary Go to www.cnasurety.com>Owner/Obligee Services>Validate Bond Coverage,if you want to verify bond authenticity. Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25`h day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers")to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures");Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National fire Insurance Company of Hartford. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25`h day of April,2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers")to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures");Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading,Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25`h day of April,2012: --k "Whereas, the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers")to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures");Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ACC>R" CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) 11/5/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT HUB International Midwest Limited NAME: Jo-Ann E.Billo,CISR,CRIS 1411 Opus Place, Suite 450 PHONE FAX No):877-224-9706 A/C No Ext),8I5-215-4712 Downers Grove IL 60515 E-MAIL JoAnn.Billo HUBintemational.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Allied World National Assurance Company 10690 INSURED K-FICON-01 K-Five Construction Corporation INSURER B:Hartford Fire Insurance Company 19682 �— 999 Oakmont Plaza Drive, Suite 200 INSURER C:Scottsdale Insurance Company 41297 Westmont IL 60559 INSURER D:Trumbull Insurance Company 27120 INSURER E: Navigators Insurance Company 42307 INSURER F: Markel American Insurance Company 28932 COVERAGES CERTIFICATE NUMBER:39006744 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY EFF POLICY EXP MM/DD MM/DD LIMITS A X COMMERCIAL GENERAL LIABILITY Y 0310-5762 2/28/2019 2/28/2020 EACH OCCURRENCE $1,000,000 CLAIMS-MADE �OCCUR DAMA PREMISES o KLN I EU $300,000 X XCU IndIBContractual MED EXP(Any one person) $10,000 X Contractual Liab PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 � PRO- POLICY X JECT F] LOC PRODUCTS-COMP/OPAGG $2,000,000 OTHER: B AUTOMOBILE LIABILITY 83UENQU2771 2/28/2019 2/28/2020 COMBINED SINGLE LIMIT $2,000,000 Ea accident OWNEEDD SCHEDULED Ix ANY BODILY INJURY(Per person) $ AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED LX NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ Hired Physical Damage $130,000 ACV '^ C X UMBRELLA LIAB X OCCUR XLS0109196 2/28/2019 2/28/2020 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$ *FOLLOWS FORM* $ D WORKERS COMPENSATION 83WNQU2770 2/28/2019 2/28/2020X PER OTH- +� AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OF FICER/MEMBEREXCLUE N/A If in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 E Excess Liability H019EXC201C6UIV 2/28/2019 2/28/2020 Each OcdAggregate MM/$5MM X —7 1 F Excess Liability MKLM4EUE100392 2/28/2019 2/28/2020 Each Occ/Aggregate $5MM $15MM/$15MMX$10 M MM DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Installation/Builders Risk-QT-660-2C421833 Carrier:Charter Oak Fire Ins.Co.;Eff:2/28/2019-2/28/2020;Any One Jobsite Limit:$1,000,000 Leased/Rented Equipment-Policy#QT-660-2C421833 Carrier:Charter Oak Fire Ins.Co.;Eff:2/28/2019-2/28/2020;Limit:$600,000 Per Item Pollution/Professional-Policy#0310-5780 Carrier:Allied World Assurance Co.Inc.;Eff:2/28/2019-2/28/2020;Each Loss/Aggr Limit: $2,000,000 Project: K-Five#19103-Village of Oak Brook; 16th Street(FAU 1448);Section 19-00051-00-RS;Resurfacing Project CBBEL Project No. 160597.00028 The Village of Oak Brook and Christopher B.Burke Engineering,Ltd.are included as additional insureds on the General Liability policy on a primary/noncontributory basis if required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Oak Brook ACCORDANCE WITH THE POLICY PROVISIONS. � 1200 Oak Brook Road Oak Brook IL 60523 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents,That Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company(herein called "the CNA Companies"),are duly organized and existing insurance companies having their principal offices in the City of Chicago,and State of Illinois, and that they do by virtue of the signatures and seals herein affixed hereby make,constitute and appoint Karen A Ryan, William Cahill, Kimberly Sawicki, Ann Marie Waters, Richard A Freebourn Jr, Leigh Ann Francis, Kimberly R Holmes,Brent R Wagner,Individually of Lisle,IL,their true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign,seal and execute for and on their behalf bonds,undertakings and other obligatory instruments of similar nature -In Unlimited Amounts- and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their insurance companies and ` all the acts of said Attorney,pursuant to the authority hereby given is hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By-Law and Resolutions,printed on the reverse hereof,duly adopted,as indicated,by the Boards of Directors of the insurance companies. In Witness Whereof,the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to be hereto affixed on this 2nd day of August,2019. ` GASw<l tKSURq Continental Casualty Company a�° Y National Fire Insurance Company of Hartford coaPogare .�can°a�TFo , American Cas alty Company of Reading,Pennsylvania O 2 $ JULY 71, U SEAL t ° 1902 1897 HARI* • Paul T.Bruflat Vice President State of South Dakota,County of Minnehaha,ss: On this 2nd day of August,2019,before me personally came Paul T.Bruflat to me known,who,being by me duly sworn,did depose and say: that he resides in the City of Sioux Falls,State of South Dakota;that he is a Vice President of Continental Casualty Company,an Illinois insurance company, National Fire Insurance Company of Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company described in and which executed the above instrument;that he knows the seals of said insurance companies;that the seals affixed to the said instrument are such corporate seals;that they were so affixed pursuant to authority given by the Boards of Directors of said insurance companies and that he signed his name thereto pursuant to like authority,and acknowledges same to be the act and deed of said insurance companies. ---------------- J.MOHR (\NOTANYPUBM(M ��$$j�JJ sounlWOTA My Commission Expires June 23,2021 J.Mohr Notary Public CERTIFICATE I,D.Johnson,Assistant Secretary of Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford, an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company do hereby certify that the ` Power of Attorney herein above set forth is still in force,and further certify that the By-Law and Resolution of the Board of Directors of the insurance companies printed on the rev se ereof is still in for In imony whereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this Y Vim` day of GAS 4l tNSURqr� Continental Casualty Company National Fire Insurance Company of Hartford °°RPORgTF �OO . oaarFc American Casualty any of Reading,Pennsylvania x • s JUIY II, Ov SEAL Y Isu Qc Fp�P dna' 1897 HARP • D.Johnson 00Assistant Secretary Form F6853-4/2012 Go to www.cnasurety.com>Owner/Obligee Services>Validate Bond Coverage,if you want to verify bond authenticity. Authorizing By-Laws and Resolutions ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company at a meeting held on May 12,1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat, Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of Continental Casualty Company. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the -� Company by unanimous written consent dated the 25"'day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers")to -w execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures");Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD: This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign -� will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of National fire Insurance Company of Hartford. "+ This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25`h day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers") to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures");Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING,PENNSYLVANIA: r This Power of Attorney is made and executed pursuant to and by authority of the following resolution duly adopted by the Board of Directors of the Company by unanimous written consent dated May 10, 1995: "RESOLVED: That any Senior or Group Vice President may authorize an officer to sign specific documents,agreements and instruments on behalf of the Company provided that the name of such authorized officer and a description of the documents,agreements or instruments that such officer may sign will be provided in writing by the Senior or Group Vice President to the Secretary of the Company prior to such execution becoming effective." This Power of Attorney is signed by Paul T. Bruflat,Vice President,who has been authorized pursuant to the above resolution to execute power of attorneys on behalf of American Casualty Company of Reading,Pennsylvania. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Company by unanimous written consent dated the 25`h day of April,2012: "Whereas,the bylaws of the Company or specific resolution of the Board of Directors has authorized various officers(the"Authorized Officers") to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and Whereas,from time to time,the signature of the Authorized Officers,in addition to being provided in original,hard copy format,may be provided via facsimile or otherwise in an electronic format(collectively,"Electronic Signatures");Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." INinois Department of Transportation Affidavit of Illinois Business Office County DuPage Local Public Agency Village of Oak Brook Section Number 19-00051-00-RS Route 16th Street(FAU 1448) State of Illinois ) )ss. County of DuPage ) I, Robert G. Krug of Westmont Illinois (Name of Affiant) (City of Affiant) (State of Affiant s being first duly sworn upon oath,states as follows: 1. That I am the President of K-Five Construction Corporation officer or position bidder 2. That I have personal knowledge of the facts herein stated. 3. That, if selected under this proposal, K-Five Construction Corporation ,will maintain a (bidder) business office in the State of Illinois which will be located in DuPage 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. ._ ( Robert G. Kr (Print Name`of Affiant) This instrument was acknowledged before me on the 28th day of October 2019 (SEAL) OFFICIAL SEAL JOSONN M. BODMOCH NOTARY PUBLIC,STATE OF ILLINOIS My COMMhO n Expire Oct 7,2020 Printed 10/8/2019 Y BLR 12325(Rev.4/1/07) i 1 JAR JAI314W )'3011008 .M HUM A v A' ATAT?,,)IJbUq YfpA ON {SGL t �,0 as� 3 nolaamrrw0 ILII llinois Department Apprenticeship or Training of Transportation Program Certification Route 16th Street(FAU 1448) Return with Bid County DuPaee Local Agency Village of Oak Brook Section 19-00051-00-RS All contractors are required to complete the following certification: ®For this contract proposal or for all groups in this deliver and install proposal. ❑For the following deliver and install 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 bidders' 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: I. Except as provided in paragraph IV 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. Il. The undersigned bidder further certifies for work to be performed by subcontract that each of its subcontractors submitted for approval 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. IIl. 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. Striping&Traffic Control:Teamsters 673 Curb&Gutter., •Cement Masons 11,502,803; Laborers 76 Sewer:Laborers 76,Operating Engineers 150,Te—amsters 673 Electrical:Electricians 9, 196,701 Landscaping:Operating Engineers 150 Crack Control: National Allied Workers 831 Guardian/Fence:Ironworkers 63 Printed 10/8/2019 BLR 12325(Rev.4/1/07) IV. Except for any work identified above,any bidder or subcontractor that 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 workforce 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 after award 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: K-Five Construction Corporation By: a re) Rob;rt G.Krug_- Address: 999 Oakmont Plaza Drive,Suite 200,Westmont IL 60559 Title: President .� Printed 10/8/2019 BLR 12325(Rev.4/1/07) 999 Oakmont Plaza Drive• Suite 200 •Westmont, IL 60559 (630) 257-5600 Fax(630)257-6788 www.k-five.net October 28, 2019 Village of Oakbrook 1200 Oak Brook:Road Oak Brook, IL 60523 RE: Affidavit of Availability To Whom It May Concern: Per the attached"Rules for Prequalification of Contractors and Issuance of Plans and Proposals"as published by the Illinois Department of Transportation(`IDOT'), Section 650.310 Item(d) K-Five Construction Corporation hereby requests to forgo the filing of an"Affidavit of Availability"based upon the"Super Unlimited"financial rating (dl) and"Unlimited"HMA Plant Mix rating(d2) as shown on the attached "Certificate of Eligibility." This method of substitution for the"Affidavit of Availability"has been approved by IDOT's Prequalification Engineer and has been accepted by IDOT for contract Lettings. The Unit Chief of Prequalification Services in IDOT's (Springfield) Bureau of Construction is Frank Lowry. If there are any questions,he can be reached at(217) 782-3413. Sincerely, �K-Five Co Brent Bozeman Estimator Illinois Departmerd of Transportation RULES FOR PREQUALIFICATION OF CONTRACTORS, AUTHORIZATION TO BID, AND SUBCONTRACTOR REGISTRATION 44 IL. ADM.CODE SEC. 650 ADOPTED JULY 2, 1994 AMENDED May 8, 2008 _ C) All remaining work categories are calculated by the secondary formula. WR= PF X CP X 1.2 (Secondary Formula) d) The secondary formula does not utilize an equipment factor because of the immeasurable productive capacity of the equipment or plant facility; however, equipment must be owned by or leased to the applicant. See Section 650.Appendix A of this Part for a listing of equipment or plant facilities. The secondary formula includes a factor of 1.2 to provide a margin for growth. e) An applicant's capacity to perform may exceed the calculated equipment factor. This can occur by good management, efficiency and additional hours of work.When this occurs, the primary and advanced formulas will be replaced by the secondary formula. f) The work rating in any given category may not exceed the financial rating of the applicant. g) A work rating may be designated as"Illinois Work Only."This work rating indicates the dollar value of work which the applicant's own forces can perform within the State of Illinois in one construction season. This rating will be established by the Department if the applicant does work in more than one state or outside the continental United States and it would be impractical to verify all outstanding work. h) Prior to any consideration for establishing a work rating value, the applicant shall provide a list of all technical, supervisory and key personnel who would manage a project awarded by the Department. This list should include the individual's job title and number of years of construction experience. The Department may also require the submittal of resumes of the above individuals. Applicants prequalifying with the Department for the first time shall be required to submit resumes. Insufficient personnel may be justification for a reduction in the rating of a work category as determined by the primary, advanced or secondary formula. Hiring of additional personnel may be justification for an increase in the rating of a work category. Applicants without experienced personnel for a requested work category may be denied the rating. i) Methods to Improve a Work Rating 1) Hiring of additional personnel. 2) Purchase, lease or rental of additional equipment. 3) Completion of additional work. j) A contractor may request additional rating in a work category at any time during the _ prequalification period by submitting a revised application or supplemental information. (Source: Amended at 24 III. Reg. 18775, effective December 7, 2000) SUBPART B: AUTHORIZATION TO BID Section 650.290 Advertising for Bids The procedures for procuring contracts are set out in the Department's rules for contract procurement found at 44 III.Adm. Code 660. The procedures of this Subpart B govern the granting of authority to bid on contracts advertised for bids in the Transportation Bulletin in accordance with the Department's rules for contract procurement. (Source: Amended at 24 III. Reg. 18775, effective December 7, 2000) Section 650.300 Request for Authorization to Bid or Not for Bid Status A Request for Authorization to Bid or Not for Bid Status(Form BD-124 INT) is published with the Transportation Bulletin. The Form BD-124 INT shall be used by contractors to request proposals and plans -- 28 on CD-ROM and to request formal authorization to bid on contracts advertised in the Transportation Bulletin. Anyone may obtain proposal forms and plans regardless of prequalification status. An Authorization to Bid must be granted in accordance with this Part before a prequalified contractor may submit a bid. (Source: Amended at 30 III. Reg. 16373, effective October 10, 2006) Section 650.310 Affidavit of Availability a) An Affidavit of Availability(Form BC-57) is attached to the Transportation Bulletin and must be submitted with a request for Authorizations to Bid. It is a sworn statement concerning the contractor's present and pending contract commitments. The contractor shall not omit or misrepresent its work outstanding. When the contractor has uncompleted or pending work as a party of a joint venture, the contractor's responsible portion of the work shall be shown. The affidavit shall be signed by an officer or director of a corporate contractor, and otherwise, an owner shall sign. The affidavit is not required when Authorization to Bid is not being requested. The affidavit shall include: 1) The amount of all uncompleted work, by type, either as a principal or subcontractor together with the name of the agency under whose jurisdiction the work is being performed. All uncompleted work shall be based upon the engineer's or owner's most recent estimate. 2) The commitment of equipment and personnel on a payroll or rental basis even though no formal contract exists. ` 3) All work on which the contractor is the low bidder and which has not yet been awarded. 4) A listing of all subcontractors and the value of work sublet. b) Prospective bidders shall notify the Department within two working days of any low bids pending award or contracts awarded after submission of the affidavit. C) Facsimiles of the affidavit will be accepted for analysis purposes.Authorization to Bid will not be issued without a correct, signed and notarized original affidavit in the Department's Central Bureau of Construction's possession by the cut-off date specified in the Transportation d) A contractor may request to forego filing an affidavit if it has a financial rating at either of the following levels. The Prequalification Section will grant such a request provided the contractor's existing contracts with the Department are not behind approved contract progress schedules and provided the most recent performance evaluation rating is not less than 6.0 in the performance factor calculation. (See Section 650.240 of this Part.) 1) A financial rating of$300 million. 2) A financial rating of at least$150 million or a Department calculated net worth of at least$40 million, either in conjunction with two or more work ratings calculated to ` equal or exceed$50 million each. (Source: Amended at 24 III. Reg. 18775, effective December 7, 2000) Section 650.315 Disclosure of Other Procurement elations ips a) Section 50-35(h)of the Illinois Procurement Code[30 ILCS 500/50-35(h)] requires that all bids of more than $10,000 be accompanied by disclosure of all current or pending contracts, proposals, leases, or other ongoing procurement relationships the contractor has with any other unit of State government. This disclosure is required in addition to the financial interest disclosure provided at Section 650.80(d)of this Part. ` 29 INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1, 2019 This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopted 4-1-16) (Revised 1-1-19) SUPPLEMENTAL SPECIFICATIONS Std. Spec. Sec. Page No. 106 Control of Materials .............................................................................. 1 107 Legal Regulations and Responsibility to Public .................................... 2 403 Bituminous Surface Treatment (Class A-1, A-2, A-3) ........................... 3 404 Micro-Surfacing and Slurry Sealing ...................................................... 4 405 Cape Seal ............................................................................................ 15 406 Hot-Mix Asphalt Binder and Surface Course ........................................ 25 420 Portland Cement Concrete Pavement .................................................. 26 424 Portland Cement Concrete Sidewalk .................................................... 28 442 Pavement Patching .............................................................................. 29 502 Excavation for Structures ..................................................................... 30 503 Concrete Structures ............................................................................. 32 504 Precast Concrete Structures ................................................................ 35 542 Pipe Culverts ................................................. ...................................... 36 586 Sand Backfill for Vaulted Abutments .................................................... 37 602 Catch Basin, Manhole, Inlet, Drainage Structure, and Valve Vault Construction, Adjustment, and Reconstruction .................................... 39 630 Steel Plate Beam Guardrail .................................................................. 40 631 Traffic Barrier Terminals ....................................................................... 43 670 Engineer's Field Office and Laboratory ................................................ 44 701 Work Zone Traffic Control and Protection ............................................ 45 704 Temporary Concrete Barrier ................................................................. 46 780 Pavement Striping ................................................................................ 48 781 Raised Reflective Pavement Markers .................................................. 49 888 Pedestrian Push-Button ........................................................................ 50 1001 Cement ................................................................................................. 51 1003 Fine Aggregates ................................................................................... 52 1004 Coarse Aggregates .............................................................................. 53 1006 Metals ................................................................................................... 56 1020 Portland Cement Concrete ................................................................... 58 1043 Adjusting Rings .................................................................................... 60 1050 Poured Joint Sealers ............................................................................ 62 1069 Pole and Tower .................................................................................... 64 1077 Post and Foundation ............................................................................ 65 1096 Pavement Markers ............................................................................... 66 1101 General Equipment .............................................................................. 67 ii 1102 Hot-Mix Asphalt Equipment .................................................................. 68 1103 Portland Cement Concrete Equipment ................................................. 70 1105 Pavement Marking Equipment ............................................................. 72 1106 Work Zone Traffic Control Devices ....................................................... 74 i Il1nors Department Check Sheet For Recurring pf Transportation Special Provisions The Following Recurring Special Provisions Indicated By An "X"Are Applicable To This Contract And Are Included By Reference: Recurring Special Provisions Check Sheet# Page No. 1 ❑ Additional State Requirements for Federal-Aid Construction Contracts 64 2 ❑ Subletting of Contracts (Federal-Aid Contracts) 67 3 ❑ EEO 68 4 ❑ Specific EEO Responsibilities Non Federal-Aid Contracts 78 5 ❑ Required Provisions-State Contracts 83 6 ❑ Asbestos Bearing Pad Removal 89 7 ❑ Asbestos Waterproofing Membrane and Asbestos Hot-Mix Asphalt Surface Removal 90 `.. 8 ❑ Temporary Stream Crossings and In-Stream Work Pads 91 9 ❑ Construction Layout Stakes Except for Bridges 92 10 ® Construction Layout Stakes 95 11 ❑ Use of Geotextile Fabric for Railroad Crossing 98 12 ❑ Subsealing of Concrete Pavements 100 13 ❑ Hot-Mix Asphalt Surface Correction 104 ._ 14 ❑ Pavement and Shoulder Resurfacing 106 15 ❑ Patching with Hot-Mix Asphalt Overlay Removal 107 16 ❑ Polymer Concrete 109 17 ❑ PVC Pipeliner 111 18 ❑ Bicycle Racks 112 19 ❑ Temporary Portable Bridge Traffic Signals 114 20 ❑ Work Zone Public Information Signs 116 21 ❑ Nighttime Inspection of Roadway Lighting 117 22 ❑ English Substitution of Metric Bolts 118 23 ❑ Calcium Chloride Accelerator for Portland Cement Concrete 119 24 ® Quality Control of Concrete Mixtures at the Plant 120 25 ® Quality Control/Quality Assurance of Concrete Mixtures 128 26 ❑ Digital Terrain Modeling for Earthwork Calculations 144 27 ❑ Reserved 146 28 ❑ Preventive Maintenance -Bituminous Surface Treatment 147 29 ❑ Reserved 153 30 ❑ Reserved 154 31 ❑ Reserved 155 32 ❑ Temporary Raised Pavement Markers 156 33 ❑ Restoring Bridge Approach Pavements Using High-Density Foam 157 34 ❑ Portland Cement Concrete Inlay or Overlay 160 35 ❑ Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 164 Printed 09/13/19 Page 1 of 2 BLR 11300(10/17/17) �- 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 168 LRS 2 ❑ Furnished Excavation 169 LRS 3 ® Work Zone Traffic Control Surveillance 170 LRS 4 ® Flaggers in Work Zones 171 LRS 5 ® Contract Claims 172 LRS 6 ® Bidding Requirements and Conditions for Contract Proposals 173 LRS 7 ❑ Bidding Requirements and Conditions for Material Proposals 179 LRS 8 Reserved 185 LRS 9 ❑ Bituminous Surface Treatments 186 LRS 10 Reserved 187 LRS 11 ® Employment Practices 188 LRS 12 ® Wages of Employees on Public Works 190 LRS 13 X❑ Selection of Labor 192 LRS 14 ❑ Paving Brick and Concrete Paver Pavements and Sidewalks 193 ... LRS 15 ❑ Partial Payments 196 LRS 16 ❑ Protests on Local Lettings 197 LRS 17 ® Substance Abuse Prevention Program 198 .. LRS 18 ❑ Multigrade Cold Mix Asphalt 199 Printed 09/13/19 BLR 11300(10/17117) AGGREGATE SUBGRADE IMPROVEMENT (D-1) Effective: February 22, 2012 Revised: April 1, 2016 Add the following Section to the Standard Specifications: "SECTION 303. AGGREGATE SUBGRADE IMPROVEMENT 303.01 Description. This work shall consist of constructing an aggregate subgrade improvement. 303.02 Materials. Materials shall be according to the following. Item Article/Section (a) Coarse Aggregate ......................................................................................... 1004.07 (b) Reclaimed Asphalt Pavement (RAP) (Notes 1, 2 and 3) ..................................... 1031 Note 1. Crushed RAP, from either full depth or single lift removal, may be mechanically blended with aggregate gradation CS 01 but shall not exceed 40 percent by weight of the total product. The top size of the Coarse RAP shall be less than 4 in. (100 mm) and well graded. Note 2. RAP having 100 percent passing the 1 1/2 in (37.5 mm) sieve and being well graded, may be used as capping aggregate in the top 3 in. (75 mm) when �- aggregate gradation CS 01 is used in lower lifts. When RAP is blended with any of the coarse aggregates, the blending shall be done with mechanically calibrated feeders. The final product shall not contain more than 40 percent by weight of RAP. Note 3. The RAP used for aggregate subgrade improvement shall be according to the current Bureau of Materials and Physical Research Policy Memorandum, "Reclaimed Asphalt Pavement (RAP) for Aggregate Applications". 303.03 Equipment. The vibratory machine shall be according to Article 1101.01, or as approved by the Engineer. The calibration for the mechanical feeders shall have an accuracy of ± 2.0 percent of the actual quantity of material delivered. 303.04 Soil Preparation. The stability of the soil shall be according to the Department's Subgrade Stability Manual for the aggregate thickness specified. 303.05 Placing Aggregate. The maximum nominal lift thickness of aggregate gradation CS 01 shall be 24 in. (600 mm). 303.06 Capping Aggregate. The top surface of the aggregate subgrade shall consist of a minimum 3 in. (75 mm) of aggregate gradations CA 06 or CA 10. When Reclaimed Asphalt Pavement (RAP) is used, it shall be crushed and screened where 100 percent is passing the 1 1/2 in. (37.5 mm) sieve and being well graded. RAP that has been fractionated to size will not be permitted for use in capping. Capping aggregate will not be L required when the aggregate subgrade improvement is used as a cubic yard pay item for undercut applications. When RAP is blended with any of the coarse aggregates, the blending shall be done with mechanically calibrated feeders. 303.07 Compaction. All aggregate lifts shall be compacted to the satisfaction of the Engineer. If the moisture content of the material is such that compaction cannot be obtained, sufficient water shall be added so that satisfactory compaction can be obtained. 303.08 Finishing and Maintenance of Aggregate Subgrade Improvement. The aggregate subgrade improvement shall be finished to the lines, grades, and cross sections shown on the plans, or as directed by the Engineer. The aggregate subgrade improvement shall be maintained in a smooth and compacted condition. 303.09 Method of Measurement. This work will be measured for payment according to Article 311.08. 303.10 Basis of Payment. This work will be paid for at the contract unit price per cubic yard (cubic meter) for AGGREGATE SUBGRADE IMPROVEMENT or at the contract unit price per square yard (square meter) for AGGREGATE SUBGRADE IMPROVEMENT, of the thickness specified. Add the following to Section 1004 of the Standard Specifications: "1004.07 Coarse Aggregate for Aggregate Subgrade Improvement. The aggregate shall be according to Article 1004.01 and the following. (a) Description. The coarse aggregate shall be crushed gravel, crushed stone, or crushed concrete. The top 12 inches of the aggregate subgrade improvement shall be 3 inches of capping material and 9 inches of crushed gravel, crushed stone or crushed concrete. In applications where greater than 36 inches of subgrade material is required, rounded gravel, meeting the CS01 gradation, may be used beginning at a depth of 12 inches below the bottom of pavement. (b) Quality. The coarse aggregate shall consist of sound durable particles reasonably free of deleterious materials. Non-mechanically blended RAP may be allowed up to a maximum of 5.0 percent. (c) Gradation. (1) The coarse aggregate gradation for total subgrade thicknesses of 12 in. (300 mm) or greater shall be CS 01. COARSE AGGREGATE SUBGRADE GRADATIONS Grad No. Sieve Size and Percent Passing 8" 6" j 4" 2" #4 CS 01 100 97 ± 3 90 ± 10 45 ± 25 20 ± 20 s COARSE AGGREGATE SUBGRADE GRADATIONS (Metric) Grad No. Sieve Size and Percent Passing 200 mm 150 mm 100 mm 50 mmH-0 ± 20 75 mm CS 01 100 97 ± 3 90 ± 10 45 ± 25 (2) The 3 in. (75 mm) capping aggregate shall be gradation CA 6 or CA 10. 9 r� TRAFFIC CONTROL PLAN (DISTRICT 1) Effective: September 30, 1985 Revised: January 1, 2007 Traffic Control shall be according to the applicable sections of the Standard Specifications, the Supplemental Specifications, the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", any special details and Highways Standards contained in the plans, �- and the Special Provisions contained herein. Special attention is called to Article 107.09 of the Standard Specification 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. The Contractor shall contact the District One Bureau of Traffic at least 72 hours in advance of beginning work. STANDARDS: 701301-04, 701501-06, 701701-10, 701801-06, 701901-08. DETAILS: Traffic Control and Protection for Sideroads, Intersections and Driveways (TC- 10) District One Typical Pavement Marking (TC-13) SPECIAL PROVISIONS: Maintenance for Roadways, Work Zone Traffic Control, and Flaggers in Work Zones. MAINTENANCE OF ROADWAYS (DISTRICT 1) 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. PUBLIC CONVENIENCE AND SAFETY (DIST 1) Effective: May 1, 2012 Revised: July 15, 2012 w Add the following to the end of the fourth paragraph of Article 107.09: L "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." Add the following sentence after the Holiday Period table in the fourth paragraph of Article 1 107.09: ` "The Length of Holiday Period for Thanksgiving shall be from 5:00 AM the Wednesday prior to 11:59 PM the Sunday After" L Delete the fifth paragraph of Article 107.09 of the Standard Specifications: "On weekends, excluding holidays, roadways with Average Daily Traffic of 25,000 or greater, all lanes shall be open to traffic from 3:00 P.M. Friday to midnight Sunday except where structure construction or major rehabilitation makes it impractical." STATUS OF UTILITIES (D-1) Effective: June 1, 2016 Utility companies and/or municipal owners located within the construction limits of this project have provided the following information in regard to their facilities and the proposed improvements. The tables below contain a description of specific conflicts to be resolved and/or facilities which will require some action on the part of the Department's contractor to proceed with work. Each table entry includes an identification of the action necessary and, if applicable, the estimated duration required for the resolution. l UTILTIES TO BE ADJUSTED Conflicts noted below have been identified by following the suggested staging plan included in the contract. The company has been notified of all conflicts and will be required to obtain the necessary permits to complete their work; in some instances, resolution will be a function of the construction staging. The responsible agency must relocate or complete new installations as noted in the action column; this work has been deemed necessary to be complete for the Department's contractor to then work in the stage under which the item has been listed. No conflicts to be resolved. UTILITIES TO BE WATCHED AND PROTECTED HOT-MIX ASPHALT BINDER AND SURFACE COURSE (D-1) Effective: November 1, 2019 Description. This work shall consist of constructing a hot-mix asphalt (HMA) binder and/or surface course on a prepared base. Work shall be according to Sections 406 and 1030 of the Standard Specifications, except as modified herein. Materials. Revise Article 1004.03(c) to read.- (c) ead:(c) Gradation. The coarse aggregate gradations shall be as listed in the following table. Use Size/Application Gradation No. Class A-1, A-2, &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 IL-19.0; CA 11 Stabilized Subbase IL-19.0 HMA High ESAL SMA 12.5 ti CA 134, CA 14, or CA 16 ... SMA 9.5 v CA 133'4'or CA 163' I L-9.5 CA 16 IL-9.5FG CA 16 �.. HMA Low ESAL IL-19.01- CA 11 IL-9.51- 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 stone sand, slag sand, or steel slag sand meeting the FA/FM 20 gradation and mineral filler to meet the approved mix design and the mix requirements noted herein. 3/ The specified coarse aggregate gradations may be blended. 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 s 2.0 percent." HMA Nomenclature. 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 i IL-9.5, IL-9.5FG, Surface Courses SMA 12.5, SMA 9.5" Revise Article 1030.02 of the Standard Specifications and Supplemental Specifications to read: "1030.02 Materials. Materials shall be according to the following. Item Article/Section (a) Coarse Aggregate ...............................................................................................1004.03 (b) Fine Aggregate ....................................................................................................1003.03 (c) RAP Material ............................................................................................................1031 (d) Mineral Filler .............................................................................................................1011 (e) Hydrated Lime .....................................................................................................1012.01 i6, (f) Slaked Quicklime (Note 1) (g) Performance Graded Asphalt Binder (Note 2) ..........................................................1032 (h) Fibers (Note 3) (i) Warm Mix Asphalt (WMA) Technologies (Note 4) Note 1. Slaked quicklime shall be according to ASTM C 5. Note 2. 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 an Elvaloy or SBS PG 76-22 for IL-4.75, except where modified herein. The elastic recovery shall be a minimum of 80. Note 3. 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. Reclaimed Asphalt Shingles (RAS) may be used in Stone Matrix Asphalt (SMA) mixtures designed with an SBA polymer modifier as a fiber additive if the mix design with RAS included meets AASHTO T305 requirements. The RAS shall be from a certified source that produces either Type I or Type 2. Material shall meet requirements noted herein and the actual dosage rate will be determined by the Engineer. Note 4. Warm mix additives or foaming processes shall be selected from the Department's Qualified Producer List, "Technologies for the Production of Warm Mix Asphalt (WMA)"." Mixture Design. Revise Article 1030.04(a)(1) of the Standard Specifications and the I . Supplemental Specifications to read: r area shall be cleaned of all loose and unsound material, tacked, and filled with binder (hand method)." ti Revise Article 406.05(c) to read. "(c) Binder (Hand Method). Binder placed other than with a finishing machine will be designated as binder(hand method) and shall be compacted with a roller to the satisfaction of the Engineer. Hand tamping will be permitted when approved by the Engineer." Revise the special conditions for mixture IL-4.75 in Article 406.06(b)(2)e. to read: "e. The mixture shall be overlaid within 5 days of being placed." Revise Article 406.06(d) to read: "(d) Lift Thickness. The minimum compacted lift thickness for HMA binder and surface courses shall be as follows. MINIMUM COMPACTED LIFT THICKNESS Mixture Composition Thickness, in. (mm) IL-4.75 3/4 (19) - over HMA surfaces " 1 (25) - over PCC surfaces ' I L-9.5FG 1 1/4 (32) IL-9.5, IL-9.5L 1 1/2 (38) SMA 9.5 1 3/4 (45) SMA 12.5 2 (51) IL-19.0, IL-19.OL 21/4 (57) 1/ The maximum compacted lift thickness for mixture IL-4.75 shall be 1 1/4 in. (32 mm)." Revise Table 1 and Note 3/ of Table 1 in Article 406.07(a) of the Standard Specifications to read: "TABLE 1 - MINIMUM ROLLER REQUIREMENTS FOR HMA Breakdown Roller Intermediate Final Roller Density (one of the Roller (one or more of Requirement following) the following) Binder and SurfaceVo, P 31, TB, 3W, P 3/, OT, OB VS, TB, TF,OT As specified in OT, OB Articles: ` 1030.05(d)(3), (d)(4), and d 7 . IL-4.75 and SMA 415/ TB, 3W, OT - - TF, 3W, OT Bridge Decks TB __ TF As specified in Articles 582.05 and 582.06. 3/ A vibratory roller (Vo) or oscillatory roller (OT or OB) may be used in lieu of the pneumatic- tired roller on mixtures containing polymer modified asphalt binder." Add the following to EQUIPMENT DEFINITION in Article 406.07(a) contained in the Errata of the Supplemental Specifications: "OT- Oscillatory roller, tangential impact mode. Maximum speed is 3.0 mph (4.8 km/h) or 264 ft/min (80 m/min). OB - Oscillatory roller, tangential and vertical impact mode, operated at a speed to produce not less than 10 vertical impacts/ft (30 impacts/m)." Delete last sentence of the second paragraph of Article 1102.01(a) (4) b. 2. Add to the end of Article 1102.01 (a) (4) b. 2.: "As an option, collected dust (baghouse) may be used in lieu of manufactured mineral filler according to the following: (a.) Sufficient collected dust (baghouse) is available for production of the SMA mix for the entire project. (b.) A mix design was prepared based on collected dust (baghouse). Revise Article 1030.04 (d) of the Standard Specifications to read: "(d) Verification Testing. High ESAL, IL-4.75, and SMA mix designs submitted for verification will be tested to ensure that the resulting mix designs will pass the required criteria for the Hamburg Wheel Test (IL mod AASHTO T-324) and the Tensile Strength Test (IL mod AASHTO T-283). The Department will perform a verification test on gyratory specimens compacted by the Contractor. If the mix fails the Department's verification test, the Contractor shall make the necessary changes to the mix and resubmit compacted specimens to the Department for verification. If the mix fails again, the mix design will be rejected. All new mix designs will be required to be tested, prior to submittal for Department verification and shall meet the following requirements: (1)Hamburg Wheel Test criteria. The maximum allowable rut depth shall be 0.5 in. (12.5 mm). The minimum number of wheel passes at the 0.5 in. (12.5 mm) rut depth criteria shall be based on the high temperature binder grade of the mix as specified in the mix requirements table of the plans. ti i Illinois Modified AASHTO T 324 Requirements ' Asphalt Binder Grade # Repetitions Max Rut Depth (mm) PG 70-XX (or higher) 20,000 12.5 PG 64-XX (or lower) 10,000 12.5 1/ When produced at temperatures of 275 ± 5 OF (135 ± 3 °C) or less, loose Warm Mix Asphalt shall be oven aged at 270 ± 5 OF (132 ± 3 °C) for two hours prior to gyratory compaction of Hamburg Wheel specimens. Note: For SMA Designs (N-80) the maximum rut depth is 6.0 mm at 20,000 repetitions. For IL 4.75mm Designs (N-50) the maximum rut depth is 9.0mm at 15,000 repetitions. (2) Tensile Strength Criteria. The minimum allowable conditioned tensile strength shall be 60 psi (415 kPa) for non-polymer modified performance graded (PG) asphalt binder and 80 psi (550 kPa) for polymer modified PG asphalt binder. The maximum allowable unconditioned tensile strength shall be 200 psi (1380 kPa)." Production Testing. Revise first paragraph of Article 1030.06(a) of the Standard Specifications to read: "(a) High ESAL, IL-4.75, WMA, and SMA Mixtures. For each contract, a 300 ton (275 metric tons) test strip, except for SMA mixtures it will be 400 ton (363 metric ton), will be required at the beginning of HMA production for each mixture at the beginning of 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." Add the following after the sixth paragraph in Article 1030.06 (a) of the Standard Specifications: "The Hamburg Wheel test shall also be conducted on all HMA mixtures from a sample taken within the first 500 tons (450 metric tons) on the first day of production or during start up with a split reserved for the Department. The mix sample shall be tested according to the Illinois Modified AASHTO T 324 and shall meet the requirements specified herein. Mix production shall not exceed 1500 tons (1350 metric tons) or one day's production, whichever comes first, until the testing is completed and the mixture is found to be in conformance. The requirement to cease mix production may be waived if the plant produced mixture demonstrates conformance prior to start of mix production for a contract. If the mixture fails to meet the Hamburg Wheel criteria, no further mixture will be accepted until the Contractor takes such action as is necessary to furnish a mixture meeting the criteria" Method of Measurement: 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." Basis of Payment. Replace the second through the fifth paragraphs of Article 406.14 with the following: "HMA binder and surface courses will be paid for at the contract unit price per ton (metric ton) for MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS; HOT-MIX ASPHALT BINDER COURSE (HAND METHOD), of the Ndesign specified; HOT-MIX ASPHALT BINDER COURSE, of the mixture composition and Ndesign specified; HOT-MIX ASPHALT SURFACE COURSE, of the mixture composition, friction aggregate, and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT BINDER COURSE (HAND METHOD), of the Ndesign specified; POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, of the mixture composition and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, of the mixture composition, friction aggregate, and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, STONE MATRIX ASPHALT, of the mixture composition and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, of the mixture composition, friction aggregate, and Ndesign specified." VAFW HMA MIXTURE DESIGN REQUIREMENTS (D-1) Effective: January 1, 2013 Revised: January 1, 2018 1) Design Composition and Volumetric Requirements Revise the table in Article 406.06(d) of the Standard Specifications to read: ` "MINIMUM COMPACTED LIFT THICKNESS Mixture Composition Thickness, in. (mm) I L-4.75 3/4 (19) SMA-9.5, IL-9.5, IL-9.5L 1 1/2 (38) SMA-12.5 2 50 IL-19.0, IL-19.OL 2 1/4 (57)" Revise the table in Article 1004.03(c) of the Standard Specifications to read: "Use Size/Application Gradation No. Class A-1, 2, & 3 3/8 in. 10 mm Seal CA 16 Class A-1 1/2 in. 13 mm Seal CA 15 Class A-2 & 3 Cover CA 14 HMA High ESAL IL-19.0 CA 11 ' IL-9.5 CA 16, CA 133/ HMA Low ESAL IL-19.OL CA 11 '/ IL-9.5L CA 16 Stabilized Subbase or Shoulders SMA 2/ 1/2 in. (12.5mm) CA1331, CA14 or CA16 Binder& Surface IL 9.5 CA 16, CA 133/ Surface 1/ CA 16 or CA 13 may be blended with the gradations listed. 2/The coarse aggregates used shall be capable of being combined with stone sand, slag sand, or steel slag sand meeting the FA/FM 20 gradation and mineral filler to meet the approved mix design and the mix requirements noted herein. 3/ 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 5 2.0 percent." 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." Revise the nomenclature table in Article 1030.01 of the Standard Specifications to read: "High ESAL IL-19.0 binder; IL-9.5 surface; IL-4.75; SMA-12.5, SMA-9.5 Low ESAL IL-19.OL binder; IL-9.51-surface; Stabilized Subbase (HMA)II; HMA Shoulders21 1/ Uses 19.OL binder mix. 2/ Uses 19.01-for lower lifts and 9.51-for surface lift." Revise Article 1030.02 of the Standard Specifications and Supplemental Specifications to read: "1030.02 Materials. Materials shall be according to the following. Item.................................................................................................Article/Section (a) Coarse Aggregate ...............................................................................................1004.03 (b) Fine Aggregate ....................................................................................................1003.03 (c) RAP Material ............................................................................................................1031 (d) Mineral Filler .............................................................................................................1011 (e) Hydrated Lime .....................................................................................................1012.01 (f) Slaked Quicklime (Note 1) (g) Performance Graded Asphalt Binder (Note 2) ..........................................................1032 (h) Fibers (Note 3) (i) Warm Mix Asphalt (WMA) Technologies (Note 4) Note 1. Slaked quicklime shall be according to ASTM C 5. Note 2. 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 an Elvaloy or SBS PG 76-22 for IL-4.75, except where modified herein. The elastic recovery shall be a minimum of 80. Note 3. 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. Reclaimed Asphalt Shingles (RAS) may be used in Stone Matrix Asphalt (SMA) mixtures designed with an SBA polymer modifier as a fiber additive if the mix design with RAS included meets AASHTO T305 requirements. The RAS shall be from a certified source that i produces either Type I or Type 2. Material shall meet requirements noted herein and the actual dosage rate will be determined by the Engineer. Note 4. Warm mix additives or foaming processes shall be selected from the current Bureau of Materials and Physical Research Approved List, "Warm Mix Asphalt i Technologies"." Revise Article 1030.04(a)(1) of the Standard Specifications and the Supplemental Specifications to read: "(1) High ESAL Mixtures. The Job Mix Formula (JMF) shall fall within the following limits. High ESAL,MIXTURE COMPOSITION(%PASSING)11 Sieve IL-19.0 mm SMA41 SMA 4/ IL-9.5 mm IL-4.75 mm Size IL-12.5 mm IL-9.5 mm min max min max min max min max min max 1 1!2 in 37.5 mm 1 in. 100 25 mm 3/4 in. 90 100 100 19 mm 1/2 in. 75 89 80 100 100 100 100 12.5 mm 3/8 in. 65 90 100 90 100 100 9.5 mm #4 40 60 20 30 36 50 34 69 90 100 4.75 mm #820 42 16 245116 325 346/ 52 v 70 90 (2.36 mm) #16 15 30 10 32 50 65 (1.18 mm #30 12 16 12 18 (600 m ` #50 6 15 4 15 15 30 300 m #100 4 9 3 10 10 18 (150 pm) #200 3 6 7.0 9.011 7.5 9.53/ 4 6 7 9 3/ (75 pm) Ratio Dust/Asphalt 1.0 1.5 1.5 1.0 1.0 Binder 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/ The maximum percent passing the #635 (20 pm) sieve shall be s 3 percent. i 5/ 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. 6/ When establishing the Adjusted Job Mix Formula (AJMF) the percent passing the #8 (2.36 mm) sieve shall not be adjusted below 34 percent. Revise Article 1030.04(b)(1) of the Standard Specifications to read: i "(1) High ESAL Mixtures. The target value for the air voids of the HMA shall be 4.0 percent and for IL-4.75 it shall be 3.5 percent at the design number of gyrations. i The VMA and 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. VOLUMETRIC REQUIREMENTS i High ESAL Voids in the Mineral Aggregate Voids Filled (VMA), with Asphalt % minimum Binder Ndesign IL-4.751/ (VFA), IL-19.0 IL-9.5 % 50 18.5 65-782/ 70 13.5 15.0 90 65 - 75 i 3/ Maximum Draindown for IL-4.75 shall be 0.3 percent 4/ VFA for IL-4.75 shall be 72-85 percent" Replace Article 1030.04(b)(3) of the Standard Specifications with the following.- "(3) ollowing:"(3) SMA Mixtures. Volumetric Requirements SMA 1/ Ndesign Design Air Voids Voids in the Voids Filled Target % Mineral Aggregate with Asphalt (VMA), % min. (VFA), % 17.0 21 804/ 3.5 16.0 3/ 75 - 83 5/ Maximum draindown shall be 0.3 percent. The draindown shall be determined at the JMF asphalt binder content at the mixing temperature ` plus 30 'F. 6/ Applies when specific gravity of coarse aggregate is > 2.760. 7/ Applies when specific gravity of coarse aggregate is < 2.760. 8/ Blending of different types of aggregate will not be permitted. 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. Add to the end of Article 1030.05 (d) (2) a. of the Standard Specifications: "During production, the Contractor shall test SMA mixtures for draindown according to AASHTO T305 at a frequency of 1 per day of production." Delete last sentence of the second paragraph of Article 1102.01(a) (4) b. 2. Add to the end of Article 1102.01 (a) (4) b. 2.: "As an option, collected dust (baghouse) may be used in lieu of manufactured mineral filler according to the following: (c.) Sufficient collected dust (baghouse) is available for production of the SMA mix for the entire project. (d.) A mix design was prepared based on collected dust (baghouse). 2) Design Verification and Production Revise Article 1030.04 (d) of the Standard Specifications to read: "(d) Verification Testing. High ESAL, IL-4.75, and SMA mix designs submitted for verification will be tested to ensure that the resulting mix designs will pass the required criteria for the Hamburg Wheel Test (IL mod AASHTO T-324) and the Tensile Strength Test (IL mod AASHTO T-283). The Department will perform a verification test on gyratory specimens compacted by the Contractor. If the mix fails the Department's verification test, the Contractor shall make the necessary changes to the mix and resubmit compacted specimens to the Department for verification. If the mix fails again, the mix design will be rejected. All new and renewal mix designs will be required to be tested, prior to submittal for Department verification and shall meet the following requirements: (2)Hamburg Wheel Test criteria. The maximum allowable rut depth shall be 0.5 in. (12.5 mm). The minimum number of wheel passes at the 0.5 in. (12.5 mm) rut depth criteria shall be based on the high temperature binder grade of the mix as �. specified in the mix requirements table of the plans. designs. Individual test results run thereafter, when compared to the average used for the mix design, will be accepted if within the tolerances listed below. Parameter RAS No. 8 2.36 mm ± 5 % No. 161.18 mm ± 5 % No. 30 600 m ±4 % No. 200 75 m ± 2.5 % Asphalt Binder Content ± 2.0 % - If any individual sieve and/or asphalt binder content tests are out of the above tolerances when compared to the average used for the mix design, the RAS shall not be used in Hot-Mix Asphalt unless the RAS representing those tests is removed from the stockpile. All test data and acceptance ranges shall be sent to the District for evaluation. �• (c) Quality Assurance by the Engineer. The Engineer may witness the sampling and splitting conduct assurance tests on split samples taken by the Contractor for quality control testing a minimum of once a month. The overall testing frequency will be performed over the entire range of Contractor samples for asphalt binder content and gradation. The Engineer may select any or all split samples for assurance testing. The test results will be made available to the Contractor as soon as they become available. The Engineer will notify the Contractor of observed deficiencies. Differences between the Contractor's and the Engineer's split sample test results will be considered acceptable if within the following limits. Test Parameter Acceptable Limits of Precision % Passing:" FRAP RAS 1/2 in. 5.0% No. 4 5.0% No. 8 3.0% 4.0% No. 30 2.0% 4.0% No. 200 2.2% 4.0% Asphalt Binder Content 0.3% 3.0% Gmm 0.030 1/ Based on washed extraction. In the event comparisons are outside the above acceptable limits of precision, the Engineer will immediately investigate. (d) Acceptance by the Engineer. Acceptable of the material will be based on the validation of the Contractor's quality control by the assurance process. Illinois Modified AASHTO T 324 Requirements " Asphalt Binder Grade # Repetitions Max Rut Depth (mm) PG 70-XX (or higher) 20,000 12.5 PG 64-XX (or lower) 10,000 12.5 2/ When produced at temperatures of 275 ± 5 OF (135 ± 3 °C) or less, loose Warm Mix Asphalt shall be oven aged at 270 ± 5 OF (132 ± 3 °C) for two hours prior to gyratory compaction of Hamburg Wheel specimens. Note: For SMA Designs (N-80) the maximum rut depth is 6.0 mm at 20,000 repetitions. For IL 4.75mm Designs (N-50) the maximum rut depth is 9.Omm at 15,000 repetitions. (2) Tensile Strength Criteria. The minimum allowable conditioned tensile strength shall be 60 psi (415 kPa) for non-polymer modified performance graded (PG) asphalt binder and 80 psi (550 kPa) for polymer modified PG asphalt binder. The maximum allowable unconditioned tensile strength shall be 200 psi (1380 kPa)." Production Testing. Revise first paragraph of Article 1030.06(a) of the Standard Specifications to read: "(a) High ESAL, IL-4.75, WMA, and SMA Mixtures. For each contract, a 300 ton (275 metric tons) test strip, except for SMA mixtures it will be 400 ton (363 metric ton), will be required at the beginning of HMA production for each mixture at the beginning of 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." Add the following after the sixth paragraph in Article 1030.06 (a) of the Standard Specifications: "The Hamburg Wheel test shall also be conducted on all HMA mixtures from a sample taken within the first 500 tons (450 metric tons) on the first day of production or during start up with a split reserved for the Department. The mix sample shall be tested according to the Illinois Modified AASHTO T 324 and shall meet the requirements specified herein. Mix production shall not exceed 1500 tons (1350 metric tons) or one day's production, whichever comes first, until the testing is completed and the mixture is found to be in conformance. The requirement to cease mix production may be waived if the plant produced mixture demonstrates conformance prior to start of mix production for a contract. If the mixture fails to meet the Hamburg Wheel criteria, no further mixture will be accepted until the Contractor takes such action as is necessary to furnish a mixture meeting the criteria" Method of Measurement: 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." Basis of Payment. Replace the fourth paragraph of Article 406.14 of the Standard Specifications with the following: "Stone matrix asphalt will be paid for at the contract unit price per ton (metric ton) for POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, of the mixture composition and Ndesign specified; and POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, STONE MATRIX ASPHALT, of the mixture composition and Ndesign specified." i RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT SHINGLES (D-1) Effective: November 1, 2012 Revise: November 1, 2019 Revise Section 1031 of the Standard Specifications to read: "SECTION 1031. RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT SHINGLES 1031.01 Description. Reclaimed asphalt pavement and reclaimed asphalt shingles shall be according to the following. (a) Reclaimed Asphalt Pavement (RAP). RAP is the material resulting from cold milling or crushing an existing hot-mix asphalt (HMA) pavement. RAP will be considered _ processed FRAP after completion of both crushing and screening to size. The Contractor shall supply written documentation that the RAP originated from routes or airfields under federal, state, or local agency jurisdiction. (b) Reclaimed Asphalt Shingles (RAS). Reclaimed asphalt shingles (RAS). RAS is from the processing and grinding of preconsumer or post-consumer shingles. RAS shall be a clean and uniform material with a maximum of 0.5 percent unacceptable material, as defined in Central Bureau of Materials Policy Memorandum, "Reclaimed Asphalt Shingle (RAS) Sources", by weight of RAS. All RAS used shall come from a Central Bureau of Materials approved processing facility where it shall be ground and processed to _ 100 percent passing the 3/8 in. (9.5 mm) sieve and 90 percent passing the#4 (4.75 mm) sieve. RAS shall meet the testing requirements specified herein. In addition, RAS shall meet the following Type 1 or Type 2 requirements. (1) Type 1. Type 1 RAS shall be processed, preconsumer asphalt shingles salvaged from the manufacture of residential asphalt roofing shingles. (2) Type 2. Type 2 RAS shall be processed post-consumer shingles only, salvaged from residential, or four unit or less dwellings not subject to the National Emission Standards for Hazardous Air Pollutants (NESHAP). 1031.02 Stockpiles. RAP and RAS stockpiles shall be according to the following. (a) RAP Stockpiles. The Contractor shall construct individual, sealed RAP stockpiles meeting one of the following definitions. Additional processed RAP (FRAP) shall be stockpiled in a separate working pile, as designated in the QC Plan, and only added to the sealed stockpile when test results for the working pile are complete and are found to meet tolerances specified herein for the original sealed FRAP stockpile. Stockpiles shall be sufficiently separated to prevent intermingling at the base. All stockpiles (including unprocessed RAP and FRAP) shall be identified by signs indicating the type as listed below (i.e. "Non-Quality, FRAP 44 or Type 2 RAS", etc...). - (1) Fractionated RAP (FRAP). FRAP shall consist of RAP from Class I, HMA (High and Low ESAL) or equivalent mixtures. The coarse aggregate in FRAP shall be crushed aggregate and may represent more than one aggregate type and/or quality, but shall be at least C quality. All FRAP shall be processed prior to testing and sized into fractions with the separation occurring on or between the #4 (4.75 mm) and 1/2 in. (12.5 mm) sieves. Agglomerations shall be minimized such that 100 percent of the RAP in the coarse fraction shall pass the maximum sieve size specified for the mixture composition of the mix design. (2) Restricted FRAP (B quality) stockpiles shall consist of RAP from Class I, HMA (High ESAL), or HMA (High ESAL). If approved by the Engineer, the aggregate from a maximum 3.0 in. (75 mm) single combined pass of surface/binder milling will be classified as B quality. All millings from this application will be processed into FRAP as described previously. (3) Conglomerate. Conglomerate RAP stockpiles shall consist of RAP from Class I, HMA (High and Low ESAL) or equivalent mixtures. The coarse aggregate in this RAP shall be crushed aggregate and may represent more than one aggregate type and/or quality, but shall be at least C quality. This RAP may have an inconsistent gradation and/or asphalt binder content prior to processing. All conglomerate RAP shall be processed (FRAP) prior to testing. Conglomerate RAP stockpiles shall not contain steel slag or other expansive material as determined by the Department. (4) Conglomerate "D" Quality (DQ). Conglomerate DQ RAP stockpiles shall consist of RAP from HMA shoulders, bituminous stabilized subbases or HMA (Low ESAL)/HMA •- (Low ESAL) IL-19.OL binder mixture. The coarse aggregate in this RAP may be crushed or round but shall be at least D quality. This RAP may have an inconsistent gradation and/or asphalt binder content. Conglomerate DQ RAP stockpiles shall not contain steel slag or other expansive material as determined by the Department. (5) Non-Quality. RAP stockpiles that do not meet the requirements of the stockpile categories listed above shall be classified as "Non-Quality". RAP or FRAP containing contaminants, such as earth, brick, sand, concrete, sheet asphalt, bituminous surface treatment (i.e. chip seal), pavement fabric, joint sealants, plant cleanout etc., will be unacceptable unless the contaminants are removed to the satisfaction of the Engineer. Sheet asphalt shall be stockpiled separately. (b) RAS Stockpiles. Type 1 and Type 2 RAS shall be stockpiled separately and shall be sufficiently separated to prevent intermingling at the base. Each stockpile shall be signed indicating what type of RAS is present. However, a RAS source may submit a written request to the Department for approval to blend mechanically a specified ratio of Type 1 RAS with Type 2 RAS. The source will not be permitted to change the ratio of the blend without the Department prior written approval. The Engineer's written approval will be required, to mechanically blend RAS with any fine aggregate produced under the AGCS, up to an equal weight of RAS, to improve workability. The fine aggregate shall be "B Quality" or better from an approved L Aggregate Gradation Control System source. The fine aggregate shall be one that is approved for use in the HMA mixture and accounted for in the mix design and during HMA production. _ Records identifying the shingle processing facility supplying the RAS, RAS type, and lot number shall be maintained by project contract number and kept for a minimum of three years. 1031.03 Testing. FRAP and RAS testing shall be according to the following. (a) FRAP Testing. When used in HMA, the FRAP shall be sampled and tested either during processing or after stockpiling. It shall also be sampled during HMA production. (1) During Stockpiling. For testing during stockpiling, washed extraction samples shall be run at the minimum frequency of one sample per 500 tons (450 metric tons) for the first 2000 tons (1800 metric tons) and one sample per 2000 tons (1800 metric tons) thereafter. A minimum of five tests shall be required for stockpiles less than 4000 tons (3600 metric tons). (2) Incoming Material. For testing as incoming material, washed extraction samples shall be run at a minimum frequency of one sample per 2000 tons (1800 metric tons) or once per week, whichever comes first. (3) After Stockpiling. For testing after stockpiling, the Contractor shall submit a plan for approval to the District proposing a satisfactory method of sampling and testing the RAP/FRAP pile either in-situ or by restockpiling. The sampling plan shall meet the �- minimum frequency required above and detail the procedure used to obtain representative samples throughout the pile for testing. Before extraction, each field sample of FRAP, shall be split to obtain two samples of test sample size. One of the two test samples from the final split shall be labeled and stored for Department use. The Contractor shall extract the other test sample according to Department procedure. The Engineer reserves the right to test any sample (split or Department-taken) to verify Contractor test results. (b) RAS Testing. RAS shall be sampled and tested during stockpiling according to Central Bureau of Materials Policy Memorandum, "Reclaimed Asphalt Shingle (RAS) Sources". The Contractor shall also sample as incoming material at the HMA plant. (1) During Stockpiling. Washed extraction and testing for unacceptable materials shall be run at the minimum frequency of one sample per 200 tons (180 metric tons) for the first 1000 tons (900 metric tons) and one sample per 1000 tons (900 metric tons) thereafter. A minimum of five samples are required for stockpiles less than 1000 tons (900 metric tons). Once a <_ 1000 ton (900 metric ton), five-sample/test stockpile has been established it shall be sealed. Additional incoming RAS shall be in a separate working pile as designated in the Quality Control plan and only added to the sealed stockpile when the test results of the working pile are complete and are found to meet the tolerances specified herein for the original sealed RAS stockpile. ,,. (2) Incoming Material. For testing as incoming material at the HMA plant, washed extraction shall be run at the minimum frequency of one sample per 250 tons (227 metric tons). A minimum of five samples are required for stockpiles less than 1000 tons (900 metric tons). The incoming material test results shall meet the tolerances specified herein. The Contractor shall obtain and make available all test results from start of the initial stockpile sampled and tested at the shingle processing facility in accordance with the facility's QC Plan. Before extraction, each field sample shall be split to obtain two samples of test sample size. One of the two test samples from the final split shall be labeled and stored for Department use. The Contractor shall extract the other test sample according to Department procedures. The Engineer reserves the right to test any sample (split or Department-taken) to verify Contractor test results. 1031.04 Evaluation of Tests. Evaluation of test results shall be according to the following. (a) Evaluation of FRAP Test Results. All test results shall be compiled to include asphalt binder content, gradation and, when applicable (for slag), Gmm. A five test average of results from the original pile will be used in the mix designs. Individual extraction test results run thereafter, shall be compared to the average used for the mix design, and will be accepted if within the tolerances listed below. Parameter FRAP No. 4 (4.75 mm) ± 6 % No. 8 (2.36 mm) ± 5 % No. 30 600 m + 5 % No. 200 (75 µm) + 2.0 % Asphalt Binder ±0.3 % Gmm + 0.0311 1/ For stockpile with slag or steel slag present as determined in the current Manual of Test Procedures Appendix B 21, "Determination of Reclaimed Asphalt Pavement Aggregate Bulk Specific Gravity". ` If any individual sieve and/or asphalt binder content tests are out of the above tolerances when compared to the average used for the mix design, the FRAP stockpile shall not be used in Hot-Mix Asphalt unless the FRAP representing those tests is removed from the stockpile. All test data and acceptance ranges shall be sent to the District for evaluation. The Contractor shall maintain a representative moving average of five tests to be used for Hot-Mix Asphalt production. With the approval of the Engineer, the ignition oven may be substituted for extractions according to the ITP, "Calibration of the Ignition Oven for the Purpose of Characterizing Reclaimed Asphalt Pavement (RAP)" or Illinois Modified AASHTO T-164-11, Test Method A. (b) Evaluation of RAS Test Results. All of the test results, with the exception of percent unacceptable materials, shall be compiled and averaged for asphalt binder content and gradation. A five test average of results from the original pile will be used in the mix i 1031.05 Quality Designation of Aggregate in RAP and FRAP. (a) RAP. The aggregate quality of the RAP for homogeneous, conglomerate, and conglomerate "D" quality stockpiles shall be set by the lowest quality of coarse aggregate in the RAP stockpile and are designated as follows. (1) RAP from Class I, HMA (High ESAL), or (Low ESAL) IL-9.51- surface mixtures are designated as containing Class B quality coarse aggregate. ` (2) RAP from HMA (Low ESAL) IL-19.01- binder mixture is designated as Class D quality coarse aggregate. �- (3) RAP from Class I, HMA (High ESAL) binder mixtures, bituminous base course mixtures, and bituminous base course widening mixtures are designated as containing Class C quality coarse aggregate. 6- (4) RAP from bituminous stabilized subbase and BAM shoulders are designated as containing Class D quality coarse aggregate. ` (b) FRAP. If the Engineer has documentation of the quality of the FRAP aggregate, the Contractor shall use the assigned quality provided by the Engineer. ►- If the quality is not known, the quality shall be determined as follows. Fractionated RAP stockpiles containing plus #4 (4.75 mm) sieve coarse aggregate shall have a maximum tonnage of 5,000 tons (4,500 metric tons). The Contractor shall obtain a representative sample witnessed by the Engineer. The sample shall be a minimum of 50 Ib (25 kg). The sample shall be extracted according to Illinois Modified AASHTO T 164 by a consultant laboratory prequalified by the Department for the specified testing. The consultant laboratory shall submit the test results along with the recovered aggregate to ` the District Office. The cost for this testing shall be paid by the Contractor. The District will forward the sample to the Central Bureau of Materials Aggregate Lab for MicroDeval Testing, according to ITP 327. A maximum loss of 15.0 percent will be applied for all HMA applications. The fine aggregate portion of the fractionated RAP shall not be used in any HMA mixtures that require a minimum of "B" quality aggregate or better, until the coarse aggregate fraction has been determined to be acceptable thru a MicroDeval Testing. 1031.06 Use of FRAP and/or RAS in HMA. The use of FRAP and/or RAS shall be the Contractor's option when constructing HMA in all contracts. (a) FRAP. The use of FRAP in HMA shall be as follows. (1) Coarse Aggregate Size (after extraction). The coarse aggregate in all FRAP shall be equal to or less than the nominal maximum size requirement for the HMA mixture to be produced. (2) Steel Slag Stockpiles. FRAP stockpiles containing steel slag or other expansive material, as determined by the Department, shall be homogeneous and will be approved for use in HMA (High ESAL and Low ESAL) mixtures regardless of lift or mix type. s i accurately to within ± 0.5 percent of the amount of RAS utilized. When using the weight depletion system, flow indicators or sensing devices shall be provided and interlocked with the plant controls such that the mixture production is halted when RAS flow is interrupted. (c) HMA Plant Requirements. HMA plants utilizing FRAP and/or RAS shall be capable of automatically recording and printing the following information. (1) Dryer Drum Plants. a. Date, month, year, and time to the nearest minute for each print. ._ b. HMA mix number assigned by the Department. c. Accumulated weight of dry aggregate (combined or individual) in tons (metric tons) to the nearest 0.1 ton (0.1 metric ton). d. Accumulated dry weight of RAS and FRAP in tons (metric tons) to the nearest 0.1 ton (0.1 metric ton). e. Accumulated mineral filler in revolutions, tons (metric tons), etc. to the nearest 0.1 unit. f. Accumulated asphalt binder in gallons (liters), tons (metric tons), etc. to the nearest 0.1 unit. g. Residual asphalt binder in the RAS and FRAP material as a percent of the total mix to the nearest 0.1 percent. �- h. Aggregate RAS and FRAP moisture compensators in percent as set on the control panel. (Required when accumulated or individual aggregate and RAS and FRAP are printed in wet condition.) i. When producing mixtures with FRAP and/or RAS, a positive dust control system shall be utilized. j. Accumulated mixture tonnage. k. Dust Removed (accumulated to the nearest 0.1 ton (0.1 metric ton)) (2) Batch Plants. a. Date, month, year, and time to the nearest minute for each print. b. HMA mix number assigned by the Department. c. Individual virgin aggregate hot bin batch weights to the nearest pound (kilogram). d. Mineral filler weight to the nearest pound (kilogram). e. RAS and FRAP weight to the nearest pound (kilogram). •.- f. Virgin asphalt binder weight to the nearest pound (kilogram). g. Residual asphalt binder in the RAS and FRAP material as a percent of the total mix to the nearest 0.1 percent. The printouts shall be maintained in a file at the plant for a minimum of one year or as directed by the Engineer and shall be made available upon request. The printing system will be inspected by the Engineer prior to production and verified at the beginning of each construction season thereafter. �- 1031.09 RAP in Aggregate Surface Course and Aggregate Wedge Shoulders, Type B. The use of RAP in aggregate surface course and aggregate shoulders shall be as follows. (a) Stockpiles and Testing. RAP stockpiles may be any of those listed in Article 1031.02, except "Non-Quality" and "FRAP". The testing requirements of Article 1031.03 shall not apply. RAP used shall be according to the current Central Bureau of Materials Policy Memorandum, "Reclaimed Asphalt Pavement (RAP) for Aggregate Applications". (b) Gradation. The RAP material shall meet the gradation requirements for CA 6 according to Article 1004.01(c), except the requirements for the minus No. 200 (75 pm) sieve shall e� not apply. The sample for the RAP material shall be air dried to constant weight prior to being tested for gradation." i i BDE SPECIAL PROVISIONS For the November 8, 2019 Letting .i 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, 2014 80274 2 ❑ Aggregate Subgrade Improvement April 1, 2012 April 1, 2016 80192 3 ❑ Automated Flagger Assistance Device Jan. 1, 2008 80173 4 ❑ Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80241 5 ❑ Bridge Demolition Debris July 1, 2009 50261 6 ❑ Building Removal-Case I (Non-Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010 50481 7 ❑ Building Removal-Case II (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010 50491 8 ❑ Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010 50531 9 ❑ Building Removal-Case IV(No Asbestos) Sept. 1, 1990 April 1, 2010 80404 10 ❑ Coarse Aggregate Quality for Micro-Surfacing and Cape Seals Jan. 1, 2019 80384 11 ❑✓ Compensable Delay Costs June 2, 2017 April 1, 2019 80198 12 ❑ Completion Date(via calendar days) April 1, 2008 80199 13 ❑ Completion Date(via calendar days) Plus Working Days April 1, 2008 80293 14 ❑ Concrete Box Culverts with Skews> 30 Degrees and April 1, 2012 July 1, 2016 Design Fills <_5 Feet 80311 15 ❑ Concrete End Sections for Pipe Culverts Jan. 1, 2013 April 1, 2016 80277 16 ❑ Concrete Mix Design-Department Provided Jan. 1, 2012 April 1, 2016 80261 17 ❑✓ Construction Air Quality-Diesel Retrofit June 1, 2010 Nov. 1, 2014 80387 18 ❑ Contrast Preformed Plastic Pavement Marking Nov. 1, 2017 80029 19 ❑ Disadvantaged Business Enterprise Participation Sept. 1, 2000 March 2, 2019 80402 20 ❑✓ Disposal Fees Nov. 1, 2018 80378 21 ❑ Dowel Bar Inserter Jan. 1, 2017 Jan. 1, 2018 80405 22 ❑ Elastomeric Bearings Jan. 1, 2019 80415 23 ❑ Emulsified Asphalts Aug. 1, 2019 80388 24 ❑ Equipment Parking and Storage Nov. 1, 2017 80229 25 ❑ Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 * 80417 26 ❑ Geoteehnicaj" bric for Pipe Underdra�ra and French gains Nov. 1, 2019 * 80420 27 ❑; .Geotextile RetaininyWalls Nov. 1,2019 80304 28 ❑ Grooving for Recessed Pavement Markings Nov. 1, 2012 Nov. 1, 2017 * 80416 29 Q Hot-Mix Asphalt-Binder and Surface Course July 2, 2019 Nov. 1,,2019 * 80398 30L Hot Asphalt=Longitudirial Joirlt Sealant .Aug. 1,2018 Nov. 1, 2019 * 80406 31 ❑ Hot-Mix Asphalt-Mixture Design'Verification airid Production Jan. 1, 2019 Nov. 1, 2019 (Modified for I-FIS Projects) * 80347 32 ❑', Hot-Mix Asphalt-Pay for Performance Using Percent Nov. 1,2014 July 2,2019 Within Limits-Jobsite Sampling * 80383 33 ❑ Hot-Mix Asphalt-Quality Control for Performance April 1, 2017 July 2, 2019 80392 34 ❑✓ Lights on Barricades Jan. 1, 2018 80336 35 ❑ Longitudinal Joint and Crack Patching April 1, 2014 April 1, 2016 80411 36 ❑ Luminaires, LED April 1, 2019 80393 37 ✓❑ Manholes, Valve Vaults, and Flat Slab Tops Jan. 1, 2018 March 1, 2019 80400 38 ❑ Mast Arm Assembly and Pole Aug. 1, 2018 80045 39 ❑ Material Transfer Device June 15, 1999 Aug. 1, 2014 * 80418 40 ❑, Mechanically Stabilized Earth Retaining Walls Nov. 1, 2019 80394 41 ❑ Metal Flared End Section for Pipe Culverts Jan. 1, 2018 April 1, 2018 80165 42 ❑ Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010 80412 43 ❑ Obstruction Warning Luminaires, LED Aug. 1, 2019 80349 44 ❑ Pavement Marking Blackout Tape Nov. 1, 2014 April 1, 2016 80371 45 ❑ Pavement Marking Removal July 1, 2016 80390 46 ❑✓ Payments to Subcontractors Nov. 2, 2017 80389 47 ❑✓ Portland Cement Concrete Nov. 1, 2017 80359 48 ❑ Portland Cement Concrete Bridge Deck Curing ;April 1, 2015 Nov. 1, 2019 + 80300 49 F] Preformed Plastic Pavement Marking Type D - Inlaid April 1, 2012 April 1, 2016 80328 50 ❑ Progress Payments Nov. 2, 2013 34261 51 ❑ Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006 80157 52 ❑ Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006 306,-53 ❑ ReclamedAsphalt Pavement(RAP)and Reclaimed Nov. 1, 2012 July 2,2019 Asphalt Shingles(]ZAS) 80407 54 ❑✓ Removal and Disposal of Regulated Substances Jan. 1, 2019 *: 80419 55 ❑ Silt Fence,Ground Stabilization and R,iprap Filter Fabric Nov. 1 2019 80395 56 ❑ Sloped Metal End Section for Pipe Culverts Jan. 1, 2018 80340 57 ❑ Speed Display Trailer April 2, 2014 Jan. 1, 2017 80127 58 ❑ Steel Cost Adjustment April 2, 2004 Aug. 1, 2017 80408 59 ❑ Steel Plate Beam Guardrail Manufacturing Jan. 1, 2019 80413 60 ❑ Structural Timber Aug. 1, 2019 80397 61 ❑ Subcontractor and DBE Payment Reporting April 2, 2018 80391 62 ❑✓ Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80317 63 ❑ Surface Testing of Hot-Mix Asphalt Overlays Jan. 1, 2013 Aug. 1, 2019 80298 64 ❑ Temporary Pavement Marking April 1, 2012 April 1, 2017 20338 65 ❑ Training Special Provisions Oct. 15, 1975 80403 66 ❑ Traffic Barrier Terminal, Type 1 Special Nov. 1, 2018 L 80409 67 ❑✓ Traffic Control Devices-Cones Jan. 1, 2019 80410 68 ❑ Traffic Spotters Jan. 1, 2019 80318 69 ❑ Traversable Pipe Grate for Concrete End Sections Jan. 1, 2013 Jan. 1, 2018 80288 70 ❑✓ Warm Mix Asphalt Jan. 1, 2012 April 1, 2016 80302 71 ❑ Weekly DBE Trucking Reports June 2, 2012 April 2, 2015 80414 72 ❑ Wood Fence Sight Screen Aug. 1, 2019 80071 73 ❑ Working Days Jan. 1, 2002 The following special provisions are in the 2019 Supplemental Specifications and Recurring Special Provisions. File Name Special Provision Title New Location(s) Effective Revised L 80382 Adjusting Frames and Grates Articles 602.02(s) and (t), 1043.04, April 1, 2017 and1043.05 80366 Butt Joints Article 406.08(c) July 1, 2016 80386 Calcium Aluminate Cement for Class PP-5 Article 1001.01(e) Nov. 1, 2017 Concrete Patching 80396 Class A and B Patching Articles 442.06(a)(1) and (2) Jan. 1, 2018 Nov. 1, 2018 80377 Portable Changeable Message Signs Articles 701.20(h) and 1106.02(i) Nov. 1, 2016 April 1, 2017 80385 Portland Cement Concrete Sidewalk Article 424.12 Aug. 1, 2017 The following special provisions have been deleted from use. File Name Special Provision Title Effective Revised 80246 Hot-Mix Asphalt-Density Testing of Longitudinal Joints Jan. 1, 2010 Aug. 1, 2018 80399 Hot-Mix Asphalt-Oscillatory Roller Aug. 1, 2018 Nov. 1, 2018 80376 Hot-Mix Asphalt-Tack Coat Nov. 1, 2016 80401 Portland Cement Concrete Pavement Connector for Bridge Approach Slab Aug. 1, 2018 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 0 Building Removal-Case IV Material Transfer Device • Building Removal-Case I Completion Date Railroad Protective Liability Insurance • Building Removal-Case II 0 Completion Date Plus Working Days 0 Training Special Provisions • Building Removal-Case III 0 DBE Participation 0 Working Days b. Surface Courses IL-9.5, IL-9.5FG, SMA 12.5, SMA 9.5' Mixture Design. Revise the table in Article 1030.04(a)(1) and add SMA 9.5 and IL-9.5FG mixture compositions as follows: "HIGH ESAL, MIXTURE COMPOSITION (% PASSING) Sieve Size SMA 12.5 51 SMA 9.55/ IL-9.5FG min. max. min. max. min. max. 1 in. 25 mm) 3/4 in. 100 100 19 mm 1/2 in. 90 gg 95 100 100 12.5 mm 3/8 in. 50 85 70 95 90 100 9.5 mm #4 20 40 30 50 60 75 4.75 mm 2.36 mm 16 24 4/ 20 30 45 60 #16 21 25 40 1.18 mm #30 18 15 30 600 m #50 15 8 15 300 m #100 6 10 (150 m) #200 8.0 11.03/ 8.0 11.031 4.0 6.5 75 m #635 53.0 <_ 3.0 20 m Ratio of Dust/Asphalt 1.0 Binder F9 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. r r ► r r r ► r r r r r r r Illinois Department of Transportation Certificate of Eligibility K-Five Construction Corporation Contractor No 3069 999 Oakmont Plaza Drive Suite 200 WESTMONT, IL 60559 WHO HAS FILED WITH THE DEPARTMENT AN APPLICATION FOR PREQUALIFICATION STATEMENT OF EXPERIENCE, EQUIPMENT AND FINANCIAL CONDITION IS HEREBY QUALIFIED TO BID AT ANY OF DEPARTMENT OF TRANSPORTATION LETTINGS IN THE CLASSES OF WORK AND WITHIN THE AMOUNT AND OTHER LIMITATIONS OF EACH CLASSIFICATION, AS LISTED BELOW, FOR SUCH PERIOD AS THE UNCOMPLETED WORK FROM ALL SOURCES DOES NOT EXCEED SUPER UNLIMITED 001 EARTHWORK $7,375,000 002 PCC PAVING $20,900,000 003 HMA PLANT MIX Unlimited 017 CONCRETE CONSTRUCTION $28,775,000 031 PAV'T.TEXTUR.&SURF.REM. $2,000,000 032 COLD MILL,PLAN.&ROTOMILL $7,875,000 08A AGGREGATE BASES&SURF.(A) $5,875,000 THIS CERTIFICATE OF ELIGIBILITY IS VALID FROM 6/25/2019 TO 6/30/2020 INCLUSIVE, AND SUPERSEDES ANY CERTIFICATE PREVIOUSLY ISSUED, BUT IS SUBJECT TO REVISION OR REVOCATION, IF AND WHEN CHANGES IN THE FINANCIAL CONDITION OF THE CONTRACTING FIRM OR OTHER FACTS JUSTIFY SUCH REVISIONS OR REVOCATION. ISSUED AT SPRINGFIELD, ILLINOIS ON 6/26/2019. Engineer of Construction IL 494-0645 TAB 1 Illinois Department of Transportation Special Provisions The following Special Provisions supplement the"Standard Specifications for Road and Bridge Construction", Adopted , the latest edition of the"Manual on Uniform Traffic Control Devices for Streets and Highways",and the"Manual of Test Procedures of Materials"in effect on the date of invitation of bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and govern the construction of , and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. PROJECT LOCATION 1611' Street from IL-83 to Spring Road The total project length is approximately 1,910 linear feet(0.36 miles). DESCRIPTION OF IMPROVEMENT These proposed improvements include HMA milling at a depth of 3-inches and HMA resurfacing at the depth removed. Median improvements will include median removal, median surface removal, median replacement and concrete median surface installation. Additional curb and gutter improvements will be completed where necessary and sidewalk improvements will be installed to comply with ADA standards. The work will also include drainage structure improvements as shown on the plans and landscape restoration as needed. — Page 1 of 1 BLR 11310(Rev.7/05) Printed on 9/13/2019 1:57:42 PM SPECIAL PROVISIONS SODDING (SPECIAL) Description. This work shall consist of preparing the ground surface, excavating 4", furnishing _ and applying topsoil to a 4" depth, fertilizing the areas to be sodded as specified in the plans and furnishing and placing the sod. All work shall be in accordance with the applicable portions of Sections 211 and 252 of the "Standard Specifications for Road and Bridge Construction". CONTRACTOR shall locate all buffalo boxes and sanitary cleanouts prior to excavating for topsoil. CONTRACTOR shall place a 4' lath behind each box and cleanout to identify its location. A list of all b-boxes which cannot be found shall be provided to the ENGINEER. Excavated materials and sodding materials, including topsoil and fertilizer, shall not be placed on any street pavement surface. All sod shall be placed before surface course is installed. Excess spoil removed from parkways shall be immediately removed from the site and shall at no time be stored on the binder course. Any location where topsoil has been placed on the binder course shall be power washed by the CONTRACTOR prior to placing surface course. Watering shall be done as directed by the ENGINEER, in accordance with Articles 252.08 and 252.09 of the Standard Specifications. The CONTRACTOR is required to log the dates of the 15 additional waterings and notify the ENGINEER for acceptance. Contract price shall be full compensation for all preparation, excavating, topsoil, fertilizer, and watering. HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT Description. This work shall consist of the removal of existing HMA or stone driveways and construction of new HMA driveway pavement at locations shown on the plans, or as directed by the Engineer, in accordance with Sections 301, 351, 406 and 440 of the Standard Specifications, the details shown on the plans and as directed by the Engineer. Construction Requirements. The Contractor shall place embankment or excavate in accordance with Sections 202 and 205 of the Standard Specifications in order to achieve the finished grades shown on the plans. _ The proposed driveway pavement shall consist of: 2" Hot-Mix Asphalt Surface Course, Mix "D", N50 and 4" Hot-Mix Asphalt Binder Course, 1L-19.0, N50 on 8" of Aggregate Base Course, Type B for Commercial Driveways. CONTRACTOR shall be required to lather the abutting surface of the existing asphalt driveway with BITUMINOUS MATERIALS (TACK COAT) to bond the existing driveway to the proposed section. Existing HMA driveway, disturbed due to sidewalk or curb operations, shall be patched using this item. All driveway pavement removal, excavation, embankment, Hot-Mix Asphalt Surface Course, Mix "D", N50, and Aggregate Base Course, Type B, Bituminous Materials (Tack Coat) will not be paid for separately but shall be included in this pay item. Method of Measurement and Basis of Payment. This work will be measured and paid for at the contract unit price per square yard of area replaced for HOT-MIX ASPHALT DRIVEWAY REMOVAL AND REPLACEMENT as the case may be, which price shall be payment in full for constructing this item as specified, including all materials, labor and equipment. N:\OAKBROOK\160597.00028\Specs\SP1.2019 MFT.doc L ti TAB 2 Detectople warning Ramp side Detectable flare \V W \\I MI V Ml W W \V \V MI W Setback greater Warning \V \v \v \v \v \v �v \v \v (1 than 5' .52 m) VAI 1 7 \V \\I MI M1 \\I \V \V m) AAI \v All AI e 1.50 max. Setback greater Lower landing than 5' 11,52 m) • C • S!,J—.lKm.Tdth a Side J 1:50 max. 5 (�.52 Curb Lower yo lending • • • Co" 4' T.22 m) min. C C Z. Sidewalk width a 5' 11.52 m) J\W vJ typical, 4 (l22m) min. VDepressed curb a"' \I'.S sw-lk 110 max. gutter marking Ltyp.) "'ni \\—I.e. of I.-aw-Y I D a or e s S e dcurl) ,,, curb gutter I Edd".". oof —11n, Ityu., f gutter of of roadway c,rl, '.re side Turning Space(D 'X flare Edge I (1) gutter Turning spaceRAMP IN LANDSCAPED AREA SETBACK > 5' RAMP IN PAVED AREA SETBACK > 5' Turning space(J) Ramp Lower lending Depressed curb 4' 11.22 .) min. ono gutter Detectable GENERAL NOTES warning All slope ratios are expressed as units of vertical 1:50 max. Q1.12 me. See DETAIL A displacement to units of horizontal displacement 1:50 m... (V:H). Where the turning space is constrained on a side opposite a romp. the minimum length of the turningin the direction of the romp-,un Snail be 5 (1 s70.5 m2 , . Where 1:50 maximum slope IS Shown, 1:64 Is C SECTION -C preferred. QI Turning space not required for romp slopes See Standard 606001 for details of depressed curb flatter than 1:20. adjacent to curb romp. The running slope of thecurb ramp P Shall not All dimensions are In inches (millimeters) require the romp length ta a x beed 15' 14.5 m). unless otherwise shown. Department If,r..=.. PERPENDICULAR CURB RAMPS FOR SIDEWALKS (Sliest 2 of NGINEER OF POUCY IPROCEDT�—E� STANDARD 424001-08 ENGINEER-.Iq. �GNtPND INVIRDNMENI .........___..... Sidewalk width>_7'(2.13 m) Side curb wnere t I,pedestrian access required yplca peDetectable route width 4'(1.22 m)min. warning Turnip ace Depressed curb and gutter See 1:50 maxDETAIL A. Side curb where Q� required SECTION B-B Turning space 1:50 max. 5'x5'(1.52x1.52 m) I typical,4'x4' (1.22x1.22 m)min. Crosswalk marking(typ.) 5 Flush with top (150) atlway curb and of Weaiectable [op of sidewalk thing S Depressed curb (13) X50)R wand gutter Variable Ramp a� Ramp a° A thickness Clear space Expansion joint — x � xr4'(1.22x1.22 m) E �' SIDE CURB DETAIL DETAIL A GENERAL NOTES All slope ratios are expressed as units of vertical displacement to units of horizontal displacement �Fa<e of roadway Edge of curb gutter Where the turning space is constrained on a side opposite a ramp,the minimum length ofthe turning space in the direction of the ramp-run shall be 5'(1.52 m). CORNER PARALLEL CURB RAMP Where 1'50 maximum slope is shown, 1.64 is preferred. Detectable warnings are shown In their ideal locations but the following placement tolerances Sidewalk Curb ramp or blended transition Turning space Curb ramp or blended transition Sidewalk are allowed. (no maximum length) (no maximum length) Side Border-Detectable w ings should extend the full width of the walking surface(excluding 1 flaredsides)but a border along each side up to 1:50 max. - - 2 in.(50 mm)in width is allowed. a Curb Set-Back�Detectable warnings located at the back of curb should closely align with the curb but a gap up to 6 In.(150 mm)behind the curb Is SECTION A-A a°owed. See Standard 606001 for details of depressed curb Q1 The running slope of a curb ramp shall be adjacent to curb ramp. 1:20 min.and 1:12 max.Theur nning slope of a blended transition Shall be1:20 max. All dlmens inches(millimeters) ,nless otherwise shown. DATE REVISIONS CORNER PARALLEL CURB ®Illinois Department of Transportation 1-1-19 Removed upper landing,added � — o war deg transition and detectable RAMPS FOR SIDEWALKS � warning tolerances. ervciuPPx or POLICY Ary Pxoccouxes 1-117 Revised sidewalk width to APPR� Ctd 2019 _ ibehudd 24(610)buffer pr p y �rvVlrvorvMErvT STANDARD 42401104 1 J Longituainal joint - Exist. pov't CLASS (`, � sawed (one operation) or formed (two oDerationsl 36 (900) 7in \U/ �` V4 P Angles not less than 60° Variablero� o E E SECTION A-A SECTION B-B 36 (900) 4'-0"' 11.2 ml ry min. Existing longitudinal Joint r C r D o o Exist. pav"t Exist, pav't Sowedgroove c ip 9ro r 13 min. B B B B B 713 L 4'a0" D of Pav't. 6'-0" II.B ml DETAIL OF SAWE SECTION C-C SECTION D-D D 4A L.C CONTRACTION JOINT n01 less than 60° Angles not less than 60° Angles Note: Longitudinal Joints shall be as detalled on Standard 420001, except tie bars ore not required for patches 20'-0" (6.0 ml or less In length. 36 (900) 7-[ A CLASS D gnotlessthan60° �Existing longitudinal Joint Variable 36 1900) 4'-0" 11.2 ml F in. In' variable r Variable r r� Fill rE G r z r zr z r z B B B B B B r B B r Li D B B B B L..A L..C L►E �-►F �-►G Angles not less Angles not less than 45° than 60° tE 3'-010.9 ml to �. Construction Joint Exist. pov't 4 Exist. Dav't 5'-0" ILS m) Tw Exist.Dav't Variable Exist.Exist. Pav't SECTION E-E SECTION A-A SECTION B-B SECTION C-C SECTION D-D (Built in two operations) GENERAL NOTES Construction Joint Marginalng tie cars bars shales be ut either cut or removed. � Alldimensions ore In Inches (millimeters) �7 unless otherwise shown. > - DATE REVISIONS G1 Imnols oeoart—t of Transporto*Ion I 1-1-08 Switched units to CLASS C and LIwJ 3-0"' 10.9 m) to 3 0"' (0.9 ml is 5'-0f1.5 Exlet. pav't Engil,n Imatr l) D PATCHES ansseo zone - 5'-0" 11.5 ml " ml fh ervcwEEa or ao¢r nrvo dao eouaes SECTION F-F SECTION G-G t-1-or Revised Note tar rvr'Naovco c� zone - class c patches. STANDARD 442201-03 (Built in two operations) CnclnEFa ac oEslcry nrvo ErvvlaorvuErv* PLASTIC STEPS A-1 E E �o �E N Inside Face of structure o E A � '/z usI Reln`orcemery �a. PLAN VIEW SECTION A—A 10 (250) ELEVATION VIEW IUIooIs oeoa.me at Transportation MANHOLE STEPS PASSED a^ ry 1. zoos (Sheet 7 of Z) CNLINEEER Or POLICY AND PROCEDURES APPROVED 2009 - STANDARD 602701-02 rvcINEER DF DES ICN AND ENVIRONMENT Typical location for lifting device. Welded wire reinforcement. 6 (150) Bar C \ Bar C / (see table) p (see table) * 1 L. J ' — D00\—2 'ba \O• 1A \o' 1501 I2 Reinf. bars (see table) NO. A (No. 13) bars 30 C76 0) long PLAN PLAN (WELDED WIRE FABRIC) (REINFORCEMENT BARS) Do Do Da Do Bar C Bar C Bar L Bar C L I Z I U `—Use mortar-11 or sealer / T T T (Riser) T T (Riser) JF(R—rl iuse mortar--JJ// (Riser) or sealer SECTION A—A ALTERNATE JOINT CONFIGURATIONS SECTION B—B o poa`�s GENERAL NOTES The flat Slab top moy be used in lieu of the tapered tops shown on Standards 602001, 602011, 602016, 602306, 602401, or 602501 at the option of the Contractor or when field cc -1prohibit the TABLE use of tapered tops. Reinforcement No. 4 (No. 131 All dimensions are in millimeters (inches) BAR C D T min)' t ^A", W.W.I. 48 Bar Bar C unless otherwise shown. each direction size Length Radius 36 t� tQ5 6 0.20 5q. in./ft, Na. 4 4'-0" 19 DATE REVISIONS PRECAST REINFORCED (900) 0 0 (425 sq. mm/m) (No. 13) (1.2 m) (480) Illinois UeOcrtment of fran500r tatlOn U L 4 -16 ChU"ged ter'rli^.o agy t0 4'-0" 'aD 0.35 sq. In./ft. No. 5 � 4'-6" 26 reinfor ce'nc�r�'.0.2 m) oC + (740 sq. mm/m) (No. 16l 11.35 m) 16601 CONCRETE FLAT SLAB TOP - � 5'-0" 8 0.35 sq, in./ft. No. 5 5'-0" 32 ENCINIER OF'POLICY AND 1110EDURts (l.5 m) (200) (740 sq. mm/t lNo. 161 (5'1. ml (32 1-1-14 Omitted detail for lifting AVYHOVEU rl 2x16 - hole or lifting loop. STANDARD 602601-04 EncIN[ER ar Cl cN ANo ENvmoNMENt 24 (600) i.— Dia. Top of ALTERNATE MATERIALS FOR WALLS 1 masonry (mi Precose Reinforced Concrete Sect,on 175, Cpncroto Masonry Unit 5 (125; Cast-I n-Place Concrt ee 6 x (ISO) 0 E Brick Masonry 1200) E — ± 2 (50) R >C E E t5 (300) Unless otherwise noted on ',1,e plans. Paint ar ced cast- In-eloce concrete U D ELEVATION /—Prefabricated concrete Precast reinforced slab, when the precast concrete slab reinforced concrete sections alternate is used. 2 150) U v Sand cushion Sand cusnion GENERAL NOTES Bottom s!.oa shall be e: o ced th c niln'num `n of 0.27 sq ./ft. 1570 sq n/rtJ b to directions w th a max mum spacing of 9 (230). Bottomslabs mcy be connec-ed to the rise- as de term!ned by the fabr!cot('r; however, only c ALTERNATE BOTTOM SLAB single row of reinf,rod men. around the be rime-er may be utilized. Alldimenslons are inches (rt111111'ete-s) unless o'her wlseshown. DATE REVISIONS �� llnnols oeoartmen.or rrans�or tatlon 1-1-I1 Detailed r n. n slabs. Added Inc.. 11.11,to neignt. CATCH BASIN TYPE C PASSED 'yry January 1 2011 - Addod general r ENGINEF.H OF POLICY .0 PNOCCuuIiES I'.-09 Switched Uni15 to eS APPeoveo 2.1 = English Imetrla)' STANDARD 602011-02 - -- lNCINEEP CI DESIGN Arv0 ENVIkCNMCNi C 6 Gussets shown u 10 permitted `w o d+ 0 m ❑ ❑ ❑ �'a 0 0 oF�� oo p ❑ ❑ ❑ ❑ ❑ ❑� o �� oo A a A 0 B E F�� o o E D D ♦ ♦ ❑ ❑ ❑ ❑ ❑ ❑ L yoo J C ♦ 0 0 0 o J L — " cc�c�O 0000 ❑ ❑ ❑ ❑ ❑ ❑ q 0 0 0 0 c== b ❑ ❑ ❑ ❑ ❑ ❑ d 0000 0 0 o o `Q ❑ ❑ ❑ 9� � � l/ B �- a (5 ®® (578) 16' CAST FRAME SECTION C—C SECTION F—F =T�� 22 Y4 (3) Stacking lugs (578) 22 Y4 at 120°(optional) 6'/ (159) 578) 1A ) i� q 23 (29) (29)21 1'/ 8021 III/e (5847 (29) (291 ) SECTION D— (31 — ( 53331 138 v ( 3 9l4 F-- • Y (19) (typ.) 16' CAST CLOSED LID Gray Iran Lid 24 (600) - SECTION B—B 2SECTION E—E s 2 1650) 34 r (864) CAST OPEN LID ADA COMPLIANT SECTION A—A CAST OPEN LID Gray Iron All dimensions are In Inches (millimeters) unless otherwise Shown. DATE REVISIONS ®Nilnols Dzportment o. ira�sportc*Ion 1-i-15 Revised dimensioning of FRAME AND LIDS ._PASSED -- January 1 2015 _ froma. Addad ADA —inpllant TYPE 1 open lid. ENCIrvEEa ofPD�Icr Ano vaoccDUNEs 1-1-09 Switched units to APPaoveo zms _ English ImetriG. STANDARD 604001-04 ENGINEER 0�DE GN AND ENVIftONMENi B-1 I i See DETAIL 11 CC VIII iii ISI: 3 ' I I IIII ill I I P �' I IIII I' III I'�' I +li Safety bar IIII ;I I' 22x%x1 I ILII I'I IIII, 'i 'i'i (559x19x25) III III I I ' II I II Ili Ii I I ' ' VIII �� III I I I I Ili I II ;�I I III V L A �IIIII B-j 134 GRATE (44) z 51)) 2234 (565) SECTION B-B 5Y 5YzSYi 3 4 (140) (140) (140) (83) 13Yiia 4534 SYS 534 ly (32) (83) (140) (140) (140) (32) �D 29y-2934 31 (743-749) 25�, (641) PLAN-FRAME 24ri See DETAIL A SECTION C-C (616) 23'/, (597) Ya(3)R / c (557272) Y (6)R % d e �� 8 V�V� 60' Is 9) SECTION D-D max. DETAIL A Alldimensions are in inches(millimeters) SECTION A-A DETAIL B unless otherwise shown. Dnre REVISIONS FRAME AND GRATE Illinois Department of Transportation 1-1-15 Revised dimensions of vnsseu Bois — frame. TYPE 24 e.vclneea or ouc nHo vaocFouacs _ 1 1-09 Switched units to nvvaoveo_ zws English(metric). STANDARD 604091.03 n �I PT OA Crain 7 e Pavement Short radius curve 2-No. 4 (No. 131 bars withIQebC boxing Pavement (175) RI placed at mid-depth Canira CtlOn Dints !when space Permits)� Back Of curb M of 25'-0" 17.6 m7 O max, cts. (typ.) 1300) I (tyP.l PC DEPRESSED CURB BARRIER CURB 5-p� y-0•• Edge of 11.5 7 11.5 m) pavement Undoweled contraction Joint (typ.)___X construction options: Construction joint Form with y0 131 nick steel template 2-No. 4 (No. 13) bars Drainage casting ADJACENT TO FLEXIBLE PAVEMENT 1. with 2 (50) min, cl. 2 (50) deep. and seal. wlthoui curb box 2-No. 4 (No. 13) bars Bock of curb 2. Saw 2 (50) deep at 4 to 24 hours, and seal, placed at mid-depth (when space permits) O O 3. Insert � (20) thick preformed joint filler full de1)th and width. -- 12 (300) ItYP.I B o - Pavement (1 75) Pavement RI Edge of 7I� PLAN (1.5 ml lL5 m) pavement I �� JIII Mountable curb shown Tle bar Tle bar J lother types permitted) HMA surfacing RMA surfacing DEPRESSED CURB BARRIER CURB --------------- Bose course Base course ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE CONCRETE CURB TYPE B ON DISTURBED SUBGRADE ON UNDISTURBED SUBGRADE ADJACENT TO FLEXIBLE PAVEMENT CONCRETE CURB TYPE B IUinols oeoor*mens of Tf DOrt OtI., an e r) AND COMBINATION PASSED 2015 rvEEN POA E IIE CONCRETE CURB AND GUTTER (Sheet 2 of 2) aaraovco � zms cnclrvEEa o�of cr+nrvo EnvlaorvrnEr+T STANDARD 606001-06 Doweled contraction Joint 2-No. 4 (No. 13) bars IPlaced in prolongation with pavement Joints) with 2 (50) min. cl. co nstructlon option: Drainage casting 2-No. 4 (No. 137 bars 1. Form with placetl at mid-tlepth without curb box I/a (3) thick steel template 2-No. 4 (No. 13) bars (when space permit! BackBack of curb 2 (50) asap. and seal. placed or ml depth 18 1450)long dowel (when space permits) O O bar ('ll at r r mid-depth). 2. Saw at 4 to 24 hours, and seal. l8 (450) long dowel bars Drainage costing Short ratlius curve g 9 � 12 13001 (Such as ent ronces, ith curb box Ityp.l SIT de streets and Construction Curb (� ramp returns). Joint Dox 7 Back of curb Expansion —--{ —J Contraction / cap O Joint O O .3,_0,. •3,-O,. 1 1257 ILC ml 11.0 m) min. min. 0 1 ETo \ 2 1300 A 1 —1-11= Fan depth a width DETAIL r •This dimension shall be 1 (25) - thick (min.) adjusted to align with preformed expansion EXPANSION JOINT joint on the adjacent joint tiller. pavement Gutter flag width 7 II.0 m) as required for (115) Edge of min. min. curb t 4.5Om pavement Pavement type. 1—(4.5 ml (4.5 it (4.5 ml SIOPe ax. Pavement expanslon joint �—=— with (or without) dowels PLAN Gutter flog width 7 ',•'.. , as required for 1175) ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE Pavement caro typ slopslope66� B C B C tie bar / J ° A " DEPRESSED CURB ADJACENT'.7 Pavement177 Slope 6% RI PavemenSlope t TO CURB RAMP ACCESSIBLE �, _ 6/._ / •RI Tie bar J TO THE DISABLED DEPRESSED CURB (TYPICAL) ¢ \ 7 HMA surfacing / Mountable curb mown GENERAL NOTES \ tie bar J �7 mbination(other types permitted) The bottom slope of cocurb end gutter Tie Dar �-E I 1 Slope 6% / constructed adjacent to pcc pavement shallbe the same slepe 15 the subbase Or 6% whan sUDDoSe BARRIER CURB MOUNTABLE CURB 9 (225) wnen PCC base s omitted• course <8 (200) TABLEOF DIMENSIONS TABLE OF DIMENSIONS \ 10 (250) when PCC Dose t = Thickness of pavement. course>8 1200) BARRIER CURB MOUNTABLE CURB L Longitudinal joint tie bars shall be No. 6 (No. 191 at :.__-_ PCC base Tie Dar 24 1600) centers in accordance with derails for course longitudlnol construction joint shown a TYPE A B C I D RI TYPE A i 8 C D RI R2 n a i—6 6 1 M-2.06 6 2 4 2 3 2 ADJACENT TO PCC BASE COURSE Standard 420001. IB-15.151 (150) 1251 11501 q50) 1251 IM-5.151 0501 150) 11001 150) 1757 150) B-6.12 12 1 6 6 1 M-2.12 12 2 4 2 3 2 WITH HMA SURFACING A minimum clearance of 2 1507 between ins end of IB-15.3) 13001 (25) (150) (150) (25) (M-5.30) (300) (50) (100) (50) (75) (50) the tie be and the back of the curb shall be 8-6.18 18 1 6 6 1 M-4.06 6 4 3 4 3 ma intoned, IB-15.457 1450) (25) (150) (150) (25) (M-10.15) (150) (100) (75) (1001 (75 NA 8-6.2424 1 6 6 1 M-4.12 12 4 3 4 3 B C The dowel bars shown in contraction joints will _IB-15.60) 1600) (25) (150) (150) (25) (M-10.30) (300)(100) (75) (1001 1751 NA A only be required for monolithic constructlon. B22.3 0 2 5 9 I M-4.18 IB 4 3 4 3 See Standard 606301 for details of corner _(B-22.30)1 13Is (50) (125)(225) (25) (M-10.45) (450)1100) (75) (100) l751 NA Pavement RI 8-9.18 I8 2 5 9 1 M-4.24 24 4 3 4 3 NA Slope 2% islands. IB-22.45) (450) (50) 1125) (2251 125) (M-10.60) 1600 11100) (75) (1001 (751 —T 8-9.24 24 2 5 9 1 M-6.06 6 6 2 6 2 .o A I All dimensions are in inches (millimeters) (8-22.60) (6001 601 11251 (2251 (25) 1 M-15.151 (150) 1150) 150! tl5W 150) NA _ e. unless otherwise shown. +For corner Islands only. M-6.12 12 6 2 6 2 NA c —— R2 IM-15.30) (300)(150) (501 (150) (50) DATE REVISIONS CONCRETE CURB TYPE B M-6.18 I8 6 2 6 2 ° ° ®Imnols pePar,mec,of Transporro,lon NA ° °- I-1-15 Added B-6.06 (B-15.15) barrier AND COMBINATION 1M-15.45) (4 4 (150) (50) (150) (50) Tie bar c curb and gutter to table PASSED �awary�. 2015 - M-6.24 24 6 2 6 2 9u M-15.60) (600)(1501 15D) (15D1 6D1 NA darner islands only,. CONCRETE CURB AND GUTTER crvclREEa of Po�Icr ono PRacEouREs 1-1-13 Added general note ( APPROVED d r eels = M-2.06 IM-5.15)and M-2.12 (M-5.30) Sheer I of 21regordir.g requirement ErvLINEER OF DE cry AND ENVIRONN,Eei for dowel bars. STANDARD 606001-06 r'H _ TABLE OF DIMENSIONS TABLE OF DIMENSWNS 'tOb)e TPPE S© MEDIANS '.YPE M AND SM ME7IANS { au7b ———— TYPE A 8 C D R) TYPF. n B C D RI SB 6 76 F pce 6 I 6 6 V-2.06 6 ? 1 4 2 SH 15151 [(;50) l2 ) 1 0) II 0) 1251 (M IS) (1 5M (50 100) \ G G SB 512 1216 2F ♦ S9 'S 30 (300) (2 ) 11 0) 11 0) (25) (M 30) 300) (50 (0 1 0)L S5 6 H 18 6SM4 064(SB IS 14501 25) II 0 ;1 6)I(251 ISM IG.1 . IG)'�10011 ICOOptional keyed SB-G 24 24 6 E SM-1.12 I! 4 34Lc• YmoConst�)o B 15601 000) (LS 11501'(',501 (2SI M 10_i J1 ( JO)(ICO) I/ 00)Sd-9.0 6 L 9 I SM 4.18IB45 lSB-22 1 1(150) SO) 1125 (27 1 (251 (SM 10,4 ) 01(i00) 17 1 II00)SB-912 12 2 S 9 SM .2z J4 43 4 i (SB 7.230) '(3001 ( 0) II25; 172�1SM 0.60 fOC)1100 I7 ) (10SB-9 I818 2 5 9 1 SM 6.06 6 6 2 6 2 Face of :D) (58-22.451 14501 (SDI 11251 1225))125) (SM 15.15 115o)i(150)I 1501 (150) ;501 SB-9.24 24 2 1 SM-6.:2 12 6 2 f, 2 9 Variable (SB-22.601 (6001 (501 112 5) 1225) 1251 ISM-15.301 (300)-1150) '501 II 5c). LO) 1 .Y/q (20) PEJF between rigid H 18 IB 6 2 6 2 1SM-15.451 .14501 II50; (50) (150) (50) pavement and median end. --" - SM-6.24 24 2 6 2 TYPE P MEDIAN SURFACE Align with joint :n adjacent SOLID MEDIAN SM-15.6m (bou a"m (so) I,Dl (so) pavement. PLAN (RAMPED NOSES) V . Var. L (see table) Vq (201 PEJF L (see table) V TABLE -- TABLE OF RAMPED NOSE LENGTHS a Optional keyed - ------ R=3 (75) Q c const. joint TYPE 171 NOSE L R-3 (751 Med'cn 6' (1.8 l) —L ••. •.. .. Small Islcnd 24 ((,00) g R=2 (50) R 2 ( 0) Imermediare Island4 (1.2 lt) / d \ Improved subgrade / Improved subgrade Large Islan6' (1.8 TO Y (20) PEJF when `Coarse aggregate fill to subgrade Y, (20) PEJF when J atljacent To poo adjacent to DCC SECTION F—F SECTION G—G Maximum pay width Is 12' (3.6 m) for t pe SM or SB and _ 16' (5.0 ml for type M-2 IM-5) HMA NOTE A Rz aaplicable to Optional LS'/. Slope mlc. ¢ keyed 1, M-2 1M-51 type only const. Jaini v'� Rz=3 (75)) -)IMA surfacing _�'E --- PCC <r MMA Iver. fhlckne 551 PCC ¢ -� TCC Imo-ovod subgr ace pav't x / .N�c I ur-cc + HALF SECTION FOR FLEXIBLE PAVEMENT Im Pr oved F unproved subg�ada Iwher regulrec\ \ 'I Same slope as subbase or ne J \— Opliol�keyea --J P- kCyway gutter flag far tl[stanae A �anst. ,Pial P (2251 fu, -<B (20D1� 125 8 (2at rtiiapgl't PC CONCRETE ISLANDS Ifar t> 001 uu.ols oeoa*men.a+ ,ra soorto*ion HALF SECTION FOR PCC PAVEMENT HALF SECTIOD0)N FOR PCC BASE COURSE PASSED °�o� zDos - AND MEDIANS SECTION H—H ENmrv�POLi[CYY P.o DJrrEs (,,et7_ of 2) APPROVED zoos (TYPE SM, 55 & M-5 (M-2) MEDIANS) ENCINF EP o�oE— �Arvo�vlRorvuErv) a STANDARD 606301-04 See DETAIL II D h Curb and gutter ecrooves D� . Va rodlus Gra 24 (600) m ov, Z F F Z F or G F or G �-►D E r E Face ai caro See DETAIL I D TYPICAL PLAN OF MEDIAN ISLAND DETAIL I (SEE SHEET 2 FOR DETAILS OF RAMPED NOSES) r —Fcce of Curb 2' _ 4' BO Corn, 1 (.06 - 1.2 m) �_— 2. _ 4, rO angle .. 10.6 - 1.2 'n) r Gr Dov(, i D D See DETAIL I J Var. radius See DETAIL I :1 (200) n ,. to back 0` c'.lir p crooves r L—'a \ D D DETAIL II isIa l ce tall wne n corner oes D D 90, man 93° i ar a t 1 e p corners h witras ere G'ar tha', 24 (600). 90" E E60U 'Eq 'SC p01 <2- 16 Gp O R �°� _ b O O� �_ h yti� e0� v 0 24 (600) Offset for urban conditions SMALL ISLAND GENERAL NOTES ur 19om offset far O INTERMEDIATE ISLAND PEJF - Pretor,od expansion joint Bluer. Urban conditions LARGE ISLAND (FOR RIGHT TURN LANE DESIGN) NOTE: Median layout old radii shall be as Shawn an fne The blackouts OB for the islands plans. (FREE FLOW DESIGN) shall be extended so that the TYPICAL PLANS OF CORNER ISLANDS termination will line up with pro- Keyed long, canetructian i Ims shall be (SEE SHEET 2 FOR DETAILS of RAMPED NOSES) Posed or existing pavement joint. constructed without tie bars. Noses OI and 2O shall be ramped un- See Standard 42000t and bObOOt for do-alls not �'4 120) PEJF less noted othe-wise on the plans. show L Vater. to 4/4 120) PEJF (See sheet 2 for length) n. Slope to o Slope Var. Var, o (20) PELF conforming rhe full cross ecTian d-1,tlin - dram � I("� of the curb, gutter and median suac .-fe.s o Pavement x = PCC base course plus -IMA thickness. 6% t Pavement or pcc bcs, Lou— it c Cearse aggregate All d mens'ons aren cr (mill meters) fill to supgrade Face of curb Coarse a J / unless otherwiseshown. (mountable curb shown; ger seat, J barrier type permitted on fill to subg-ode Pavement DATE REVISIONS ,lllnol5,eGortme^t of transportation median island). PC CONCRETE ISLANDS I-1-09 Switched units to Face of mountable curb SECTION D-D o aAssco n (metrial. AND MEDIANS ^�c�r)• zc9 - g�'s' a�slh emcin�aoLl�aaoccouaEs I _� SECTION E-E 1-1-07 swltcned to Hot-Mix (Sreet !-at PROVED 2) AP �a^uar>)• 2009 - A sphClt (HMA) STANDARD 606307 04 rrvanee9 a.11-1 An e:+viaorvMer+, terminology. G� G� Metllon 0 Edge of paved shoulder O o \ I O O O O O O O O O P O o E 500' (150 m) min. 500' c 1000' (300 m) max. (150 m)For `�e con contract ROAD Cons traction ONS HEAD projects AHEAD W20-1103(0)-48 W21-1(0)-48 GENERAL NOTES This Standard is used where any vehi Cies. For malntenonce pppp equipment, workers or their activities will and utility pppA encroach in the area 15' (4.5 ml to 24 1600) from the edge of pavement. projects AHEAD Calculate L as follows: W20-I(0)-48 SPEED LIMIT FORMULAS English (Metric) Q When the work operation exceeds one hour, 40 mph (70 km/h) W$z _W5' TYPICAL APPLICATIONS cones, drums or burr Icod ' shall be placed or less: 60 150 Utlllty operations of 25' (8 m) centers for L/3 distance, and at 45 mph (80 km/h) L=IW)ISI L=0.651W)151 Culvert extensions 50' (15 m) centers through the remalncer of or greater: Side slope changes the work area. Guor droll Installation and maintenance W = Width of offset Delineator Installatlan in feet (meter sl. LandScoDln9 operations Shoulder repolr $ = Normal /lh). speed Sign installation and maintenance mph (km/hl. All dimensions are In Inches (mllllmeters) unless otherwise shown. f Transportation Work area SYMBOLS DATE REVISIONS ®Ililools peGor+mens o ® <_ OFF—RD OPERATIONS, MULTILANE, LL 1-16 Corrected typo in title. 15'(4.5 m) TO 24" (600 mm) APPROVE t�—SII I 2016 — r Sign `{�...,.o�(�Lh(/o<, r) Cane, drum or barricade FROM PAVEMENT EDGE ENGINEEN OE SAEETY ENGINEERING I-1-14 Revised workers sign APPRovcD A 2016 - number to agree with STANDARD 701101-05 ENGINEER OF D GN AND ENVIRONMENT current MUTCD. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 100' (30 ml • 1117— flee-11al, For any operation that encroaches In the area between the centerline and a line 24 (600) outside the edge of thmpavement for a period of less than 15 minutes. n. with dual flashers or flashing amber dome Iight operating. For any operation that more than 24 1600) outside the edge of the pavement for a period of less than 60 minutes. / Vehicle with dual flashers or flashing amber dome light operating. � pNE LANE ROaD AHEAD For any operation that encroaches in the area betweenO W20-7(0)-48 O W20-4(0)-48 the centerilne and a line 24 (600) outside the edge of the 100' (30 m) 1 \ min, pathon vement for a period in excess of 15 minutes but less \ \ 60 minutes. • i\ O j\ O - 100' SIGN SPACING m1 —ln Posted Speed Slgn Spacing 55 500' (150 m) oNE LAN 50-45 350' (100 m) ROAD <45 200' (60 m) ANEaD 1O =Refer to SIGN SPACING W20-4(0)-48 W20-7(0)-48 table for distances. All dimensions are in Inches (mlllimetersl unless otherwise shown. TYPICAL APPLICATIONS SYMBOLS Marking patches DATE REVISIONS Ilenols D.Gortmenr c+ iransoorrarlon Field survey Work area String line b 1-1-11 Rev sed ficgcer sign. oM Ut LANE CLOSURE, 2L, 2W, aPcaovco z - ility operations Sign on portable or Permanent support — Cleaning up debris on pavement . Flogger with traffic control sign SHORT TIME OPERATIONS ENGINEER of......f-NGINEERINL 1-1-09 Swlicllea units h n�NNovEu zoli ngi'sn 'met °)' STANDARD 701301-04 ENGINEER OE UI IG r7 ENVIItpN)MENi r r r ► r r r ► r i r � r ► � a r r ► Rono w20-110)-48 wORn ANEAO !`f ANE uNE W20-710)-48 O O W20-4101-488 100130 m�).., _ _<= Type I Or Type II Barricades One way / one lane operation O O [� O O � � Type I Or Type II Darricatles C� O O •O _ O (D 1 100'1130 ml ROAD Type III b-1—d.. O2 Ax. CLOSED O E 2 (po RII-2 CR DA LOSED ROAD ONE LAN _ ROAD AHEAD woRA Fo20-I(0)-4B AHEAD N � W20-3(0)-48 AHEAD W20-4(01-48 malnten...e Or and utility pro lett. W20-7(0)-48 Rono RoaD ONS iRUCiIO W20-1103(0)-48 ONSiRUCT10 AHEAD For W20-1103(0)-48 AHEAD Or contract ROAD const ructlon wORA W20-1(0)-48 pr a je Cts AHEAD SIGN SPACING SYMBOLS Posted Speed Sign Spacing 55 500' (150 m) 50-45 350' (100 m) ® Work area Ql Refer to SIGN SPACING TABLE <45 200' (60 ml for distances. O Cone, drum or barricade (not required for moving operations) O For approved siderood closures. Q3 cones at 25' (8 m) centers for 250' GENERAL NOTES Sign on portable or permanent support nigh Standard is used where of ke time. al ply or (75 m). Additional cones may be placed nigh i, any vehicle, equlDmen t, workers or their at 50' (15 m) centers. When drums or Activit les Flogger with traffic control sign Type I or Type II barricades are encroach on the DavemenT requiring the closure used. the Interval between devices of one trait ftc lane in on urban area. (� Barricade or drum with flashing light may be doubled. QCones, drums or barricades at All dimensions ore In inches (millimeters) Type III barricade with flashing lights 20' (6 m)centers. unless otherwise shown. DATE REVISIONS Illhols Department of T,.-,or+otlon 1-1-11 Pe iced flogger sign. URBAN LANE CLOSURE, AOPRavE° -z°II - 2L,2W, UNDIVIDED eNcweEH or sArnx encINEERwc 1-,-09 Swltcnea units to ANNHovcD 1. zD�l tngHsh Ime frit). STANDARD 701501-06 ErvcInEER or D(slcN Arvo ErvvIRONMENr rected sign No.'s. z ROAD LEEi LANES ONSiR0CiI0 CLOSED AHEAD AHEAD W20-1103(0)-48 W21-1106L(0)-48 Or Or ROAD z GHI LANE . WORK CLOSED Or AHEAD AHEAD W20-7(0)-48 W20-1(01-48 W21-1106R(0)-48 W21-1101-48 O 3 6 6 Type I or Type 11 barricades • 7 O 0 0 O O O 0 0 Oto OO �/ O L L L �U RoaD � 1 CLOSED ROAD CIDSEO o E R11-2 pHEa0 �� 0 W20-3(0)-48 T YPe 111 8 Darr Ic.des Q ROAD ROAD ONSiRUCi10 Or WORK AHEAD AHEAD W20-1103(0)-48 W20-1(0)-48 URBAN LANE CLOSURE, °e°°1'-1°"r°"s°°r'°"°" MULTILANE,1W OR 2W WITH NONTRAVERSABLE MEDIAN CINE..OF SAFETY ENGINEERING ;Sheet 2 of 2) ARVNovED zola STANDARD 701601-09 ENGINEER F OE Gry ANp ENVIR°LAMENT ROAD W20-1103(0)-48 for contract ONSiRUCT10 LEEi LANE ANEAO construction CLOSED projects MEAD Or W20-SL(0)-48 Or W20-1(0)-48for ROAp maintenOrce RIW11 LANE . WORK and utility CLOSED Or AHEAD AHEAD projects 5 W21-1(0)-4 \ 8 W20-7(01-48 6 \' 3 O O to (01 1 o L GENERAL NOTES This Standard Is use 0 where at any time, day or night, cry vehicle, equipment, workers or their activities encroach on the pavement during O1 Refer to SIGN SPACING TABLE shoulder operations or where construction for dlstances. requires lane closures in urban areas. SIGNS Posted S eetl 51 n 5 acro SYMBOLS 2Q Required for speeds > 40 MPH Calculate L as Follows: 55 500' (150 m1 ( Cones at 25' (8 m) centers for 250' 50-45 350' (100 m) t Arrow board SPEED LIMIT FORMULAS (45 200' (60 m) at 0' Additional cones may u placed at 50' (15 ml centers. when drums or English (Metric) 0 Cone, drum or barricade Type 1 or Type II borr)cades are used. 40 mph (70 km/h) WSJ WS2 p sign portable or permanent support the Int ervol between devices may or less; L 60 L 150 g be coubl ec. Work area 45 mph (80 km/h) L=(W)(S) L=0.65(W)(S) O4 Use flogger sign only when flogger Is or greater: (� Bcrrlccde or drum with flashing light Present. W = Widin of offset Type III barricade with flashing lights 0 For epproved slderood closures. in feet (meters). • Flogger with traffic control sign. © Cones, drums or bcrricacles at 20' (6 m) S = Normal posted speed In toper. mph (km/h). All dimensions are In Inches(millimeters) unless otherwise shown. DATE REVISIONS URBAN LANE CLOSURE, Ililnols peoar,man,a, iransoor.atlo� e�lsen workar5 sign MULTILANE, IW OR 2W WITH lumber TO Ogrf.P. wlTh ARVROVE (� 2014 NONTRAVERSABLE MEDIAN ENGINEER vv SAFE11 Ery L _ .-1-13 Omltted text 'WORKERS' (Sheet 1 of Zl nN=Boum zo,a STANDARD 701601-09 ENmNEEH o) of ICN ANO ENvmoNMENl 1 'I 1 I 1 1 ! 1 ! 1 ► ! 1 � ! 1 1 1 1 1 .1 ROAD ONSTR(1C110 AHEAD . • 4 • O ROAD W20-1103(0)-48 oHSTRucno SHOULDER Or or ""�°� w2o-7(a-4e OPERATIONS flonD W20-I103(0)-48 Or � W20-7(0)-48 wORE Or fl0A0 IEFi AHEAD TYPE 1 or W21-1( 1-48 woRl( ruRH EOHE I W20-1(0)-48 CHOSE a Type II barricade Q ` O ANEAD AHEAo W20-1(0)-48 W20-1106(0)-48 W21-1(0)-48 �r �l <= <= 3 3 <= o c at I D O O LEFT TURN LANE OR CENTER CORNER ISLAND MEDIAN OPERATIONS C 11, OPERATIONS (D Refer to SIGN SPACING TABLE a 2 for distance. 0 Q2 Required for speed > 40 mph, a 6 O3 Cones at 25' 18 m) centers for 250' o (75 m), Add l tional cones may be placed _ SIGN SPACING at 50' (15 m) centers. When drums or Posted Speed Si n $DOCIh Type 1 or Type 11 Dor rlcades are used. 55 500' 1150 m) the interval between devices may GENERAL NOTES 50-45 350' 1100 m) be doubled. IF�� n Oq This Standard is used where at any time, day or 1 y O • night, any vehl ale, equlpmen t, workers or their <45 200' (60 m) VVV Ll • 0 Use flogger sign only when flogger Is . Or activities encroach on the pavement during present. shoulder operations or where construction requires lane closures In an urban area. O Omit this sign when medlan is less than 10' (3 m) or for bi-directlonal turn lanes. 120-7(01-48 112l-I(0)-48 Calculote L as follows: © Cones, drums or barricades at 20' (6 m) SPEED LIMIT FORMULAS centers In taper. /O RIGHT LANE English (Metric) CLOSED O7 Advanced arrow board required for o O�r co E AHEAD W20-5(0)-48 40 mph(70 km/h) _WSz _WSz speeds > 45 mph. 'e' �. or less: L 60 L 150 08 Three Type II barricades, drums or 45 mph (80 km/h) L=(WAS) L=0.65(W)fS) vertical barricades at 50' (15 m) centers. Rono ROAD or greater: ONSTR0Ci10 Or wORn W = Width of offset O ANEAD AHEADIn feet (meters). SYMBOLS W20-1103(0)-48 W20-1(0)-48 for 5 = Normal posted speed ® Work area �— for contract maintenance mph (km/h). �O construction and utility O Cone, drum or barricade Projects projects All dimensions are In inches(millimeters) unless otherwise shown. r Sign on portable or permanent support DATE REVISIONS ®Illinois Deportment of Trersportatlon y Arrow board 4-1-16 QJrreated sign n,mae- {ar URBAN LANE CLOSURE, A'1111E 2010 - Barricade or drum with flashing light LEFT TURN LANE CLOSED — lEAD. MULTILANE INTERSECTION ENGINEER OF SAFETY ENGINEERING _� • Flogger with traffic control sign 1-1-14 Added devices at a ARRNovEO II I. zo(s rr w board �Pstrecm framotaper. STANDARD 701701-10 ENGINEER a E GN A C ErvvIRONUENi Rev, worka's Sign SIDEWALK CLOSED USE OTHER W20-I103(0)-48 for SIDE o contract ROAD construction R11-1102-2430 ONSTRULTIO projects L AHEAD Or •— ROAD W20-1107-48 for aNOAH maintenance AHEAD and utility projects 10' 13 m) Spaccing SIDEWALK W20-1103(0)-48 for CLOSED ROAD contract SIDEWALK ORSTRUCTIO construction AHEAD projects CLOSED Lu — SIDEWALK RII-IIOI-2418 RII-'102-2430 Or CLOSED SIDEWALK CLOSED O USE OTHER ROAD W20-1(0)-48 for SIDE RII-1101-2418 wORI maintenance R11-1102-2430 4XEA0 and utility projects CORNER CLOSURE SIDEWALK CLOSED 4— USE OT ER SIDE SIDEWALK Ril-I102-2930 10. - 1 - L @ 0 USE OTHER SIDE R3-1-2424 RII-1102-2430 yL O R3-2-2424 Ir O P apsED 4)11,^os De^ar.me^,^t .ranspor.aa°^ AHEaD SIDEWALK, CORNER OR PPR°NE 0I6 — R20-3(0)-48CROSSWALK CLOSURE CROSSWALK CLOSURE Sreer 2 0< 2r ENGINEER OF SAFELY ENG�NEERI NG APPROVED orn+.• zme STANDARD 701801-06 ENGINEER Of DE GN AND EVIR°NM NT 1 1 i i 1 1 � 1 ! 1 t 1 1 t 1 ► 1 I 1 1 Parking Space. /�—, IQ Omit whenever duplicated by typical �—J rOOtl work traffic Conir Ol. ,r-25' IB mI SDocinq �N 0 O� O O O ROAD W20-1103(01-48 for ONSTRUCTIO Contract AHEAD construction projects Or Roao woRK W20-1(0)-48 for AHEAD maintenance and utility projects SIDEWALK DIVERSION GENERAL NOTES This Standard is used where, at any time, pedestrlo traffic must be rerouted due to work be Ing SYMBOLS I I performed. This Standard must be used in conjunction with ® Work area other Traffic Control d Prate tlon Standards when r cc away traffic Is affected. p Sign on portable or Temporary facilities shall be detectable and permanent support <= accessible. ^� Derrlcode or drum (3 ml Spacing The temporary pedestrian facilities shall be 10' pr vitled on the some side of the closed faculties Cone wheonever possible. a , drum or I barricade The SIDEWALK CLOSED / USE OTHER SIOE sign shall be Type III barricade placed at the nearest crosswalk or intersection to each end of the closure. Where the closure occurs at a corner, the signs shall be erected on Detectable pedestrian the corners across the street from the closure. chonnelizing barricade Tne SIDEWALK CLOSED signs shall be used at the W20-1103(0)-48 for ends of the actual closures. O ROAD contract ONSTAUCTIO construction AHEAD protSIDEWALK Type III barricades and R1i-2-4830 signs shall be ects CLOSED posi tionetl as shown in "ROAD CLOSED TO ALL TRAFFIC" SIDEWALK SIDEWALK detail on Standard 701901. Or CLOSED RII-1101_P418 CLOSED All dimensions are in Inches Imllllmefersl unless otnerwise shown. ROAD USE OTHER USE OTHER woRl 1120-II01-48 for SIDE SIDE DATE REVISIONS m.iand a JIIT oI,De--ent of iraneporte-lon AxEao ^once RII-1102-2430 RII-1102-2430 SIDEWALK, CORNER OR and utility 41-16 Omit rod o nange safoty fenca projects tram stadard -S t"IS is CROSSWALK CLOSURE ANI=xovE I. zoTe - Aa SIDEWALK CLOSURE covered in >he sid. spec. ENGINEERc E SAFETY ENCI „G 1 -12 Addeo S;DEWA'-K DIVERSION. (Sl— 1 of 2) nPaRONEGA II I, zGTe = N.adlfied appearanaa.of STANDARD 70160146 ENGINEER OF DF. GN PNJ EviRONME.nT Dian v Ren-mad Sid. 24 (600) 3 rA ------------- ------------- 6' 12.4 ml min. -0 O O O C 5' lL5 ml t� __________ -7________ O O O ___________ ___ I � O p 4' ft.2 ml o m o vy C n j-Weep holes 1, O -. n C =E _ Y 2 2 2 o a VJ .a E IB ml IB m7 (6 ml rua tlOn n, 200 carst 200 200 advance 160 ml 3 (60 ml 3 160 ml 3 warning signs E E L I E 4A ` PLAN 25' 5, la mr 145) 3 11.5 ml Face may be — TYPE A TYPE B TYPE C stepped or smooth 0 V ]– – V n Traffic ROOF ROOF OR TRAILER TRAILER MOUNTED MOUNTED MOUNTED \ Epoxy cnannels / 3'/2 (90) • I II � Il � II II ARROW BOARDS SECTION A–A TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS 0 � n 2 (300) E E 6 (1507 Type A 6 (150) 6 (150) —{ �- 2'{ E E ftax. lasher max. "' R11_2 max. ROAD CLOSED a Edge of shoulder 12 (300) Pavement In. Type A RII-4 ROAD CLOSED TO ALL TRAFFIC flasher Reflectorized striping may be omitted ROAD CLOSED ROAD CLOSED on the back side of the barrIcodes. TO TO If a Type III borricade with an attached THRU TRAFFIC THRU TRAFFIC sign panel which meets NCHRP 350 is not available, the sign may be mounted on an NHRP 350 temporary sign support directly In front of the barricade. Pavement ROAD CLOSED TO THRU TRAFFIC Reflectorized striping shall appear on TRAFFIC CONTROL ®IEnols Ueoorfmont or rronsoortotmn TYPICAL APPLICATIONS OF path sides of the barricades. If a APPaovEo tors TYPE 111 BARflICADES CLOSING A ROAD Type III barricade with an attached DEVICES sign panel which meets NCHRP 350 Is not available, the signs may be mounted crvcrrve ov of Ery Troms on NCHRP 350 temporary sign supports Ishee' 3 of 3) nPPeoveo zone – directly in front of the borrleade. STANDARD 701901-05 Ervc live CF or oe cn>rvo ErvvlaorvMEHT i � 1 i � 1 ) � I ► t t 1 � r l r I 1 ) � 1 Wcrning light 18x18 1950x450) ROAD (if required) Orange flags CONSTRUCTION END –– NEX1 X MILES 'CONSTRUCTION G20-1109101-6036 G20-1105(0)-6029 C N This signing is required for all projects n Metol or 1 2 miles (3200 ml or more in length. wood post l 29 10 ROAD CONSTRUCTION NEXT X MILES sign shall ° 5' (1.5 m) min, rural Edge of 1600 - 3 m) a S T1IFIFIED) be placed 500' (150 m) in advance of pro- �' 7' (2.1 m) min. urban 0 9' (1.2 m) rural Dovement – Ject limits. or face �'E 6' (1.8 m) urban of curb E END CONSTRUCTION sign shall be erected at Q the end of the Job unless another Job is ''E within 2 miles (3200 m). Dual sign displays shall be utiliZed on multi- Elevatlon of edge Elevation of edge lane highways. 111 of pavement of pavement 1 5' (1.5 ml min. WORK LIMIT SIGNING embedment SIGNS ON TEMPORARY SUPPORTS •• When work operations exceed POST MOUNTED SIGNS fourdays, this dimension sholl HIGH LEVEL WARNING DEVICE be 5' (1.5 m) min. If located WORK •• When curb or paved shoulder are present be, other devices, the height W21-1115101-3618 this dim anslon shall be 29 (600) to the shall be sufficient to be seen ZONE face of curb or 6' (1.8 m) to the outside completely above the devices. edge of the pov ed shoulder. SPEED 29 LIMIT R2-1-3698 (600) `/`/ 5 7 ,Z"Z` 11251 11751 PHOTO RIO-1108p-3618•••• ENFORCED MAX WIDTH 8 (200) Federal series C — Q� FINE R2-II06p-3618 7 (180) Fetler al series D MINIMUM x G' " j o Sign assembly as shown on Standords or as allowed by District operations. END ® MILES 201&T m - -- - 1 fl WORK ZONE C2 0-110 310)-6036 (Si31 t- 11e 9001 SPEED LIMIT AHEAD \ This sign shall be used ,nen the above sign assembly Is used. (157 HIGHWAY CONSTRUCTION W12-1103-9898 E SPEED ZONE SIGNS WIDTH RESTRICTION SIGN N .... RIO-1108p snail only be used along roadways E under the jurlstiction of the State. XX'-XX" width and X miles are variable. FRONT SIDE REVERSE SIDE TRAFFIC CONTROL ®liunols peoarrment of lranspor radon APPROVE j z - DEVICES ENCINEE�o NArlons FLAGGER TRAFFIC CONTROL SIGN (S-1eet 2 at 3) A 1 1 016 STANDARD 70190145 ENG INF EN OF pE GN>Np ENVINONMENi � ► 1 1 1 1 I 1 ! � ) l 1 1 E 1 / 1 J 0 0 B-12 F n (200-300) ry 18 (450) g �NI'�^ min. 90v a .o 0 — d, m o <.�j ... �O \\� m o m o _E q\n\ 4-6 (100-1501 0 w� o, w o °i 4-6 1100-1507 Orange Orange Posted speed < 45 mph Posted speed > 45 mph \ \� °..Oran CONE FOR REFLECTORIZED CONE FLEXIBLE DELINEATOR DAYTIME FOR NIGHTTIME V ERTICAL PAOST D EL DRUM 6' 6 w' 24 12 r G9 O /r rig O A � (600) 1300) N c \ O 6 o �S 24 I —E � L oo,c min.(6001 �c tvtv''a IOWA mo 4 (1.2 m1 min. "» 24 (6001 ml . q' ri' \ 4, °o, \\\ TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE s s BARRICADE 'iso !so 0 L-6 -o m— » 3� Warning lights (if required) —� GENERAL NOTES o All heights shown shall be measured above the m c pavement surface. —E 4' 11.2 ml All dimensions are in inches (millimeters) M r unless ether wise Shawn. Vim` dE DATE REvtsious TRAFFIC CONTROL �V In'nols oecar.,men.or -ro�saor+a+log a a 4- `v _-16 add dims ro Dorrlcoa es. Ray. wPF Ee ols DEVICES �^ DETECTABLE PEDESTRIAN R wiz i1o3 ENGINLL OF 01[1 -IONS - ("��"�� j) i-I� R[,v'Sad iwc s'yn OVER 11 - CHANNELIZING BARRICADE sneer z. Addec note e r"y' STANDARD 701901-05 ENGINElR OF OE GN AND ENIIHONMENT Ph(110 ENFO,ZC=,O plaque. C O a D J C ••m E _in MO w m O P N L 20' (6 m): urban 50' (15 m): rural 4' 1 10' (Between arrow 36 DI (1.2 m) (3 m) and word or (914) ea r'on aF between words) INTERNATIONAL v'ew SYMBOL OF C e ACCESSILITY c 15 eg a D 20' f E E d e ap Payemenr (1.759 n) Z. 24 9' o (6007 (2.7 n4 LANE—REDUCTION ARROW WORD AND ARROW LAYOUT Right lane-reduction arrow shown. Use mirror Image for left lane. oE _ I N o / ro� L 3'-4" 0 m) p p 3._4., SHARED LANE o.o ml 30 SYMBOL BIKE SYMBOL (7501 (Arrow Is optional.) 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Stop line placed perpendicular to center line. 8' 12.4I or as directed by the Engineer. 24 (600) RXR 24 : (6mL E00) /� (600) (600)10' 25' 25' Std. R J13.05 m) 17.6 m) 17.6y NOTES The transverse spread of the -X- 50, As directed b may vary according to lone width. (15.2 m) the Engineer. On mulct-lane roods, the stop Imes Lane It shall extend across all approach tones and separate RXR symbols shall be placed adjocent to each other In each lane. When the pavement marking symbol I. used, a portion of the symbol should be located directly adjacent to the Advance Warning Sign (WIO-1) as placed by Table 2C-4, Condition B of the MUTCD. All dimensions are In Inches lmllllmeters) PAVEMENT MARKINGS AT unless otherwise shown. RAILROAD—HIGHWAY GRADE CROSSING DATE REVISIONS TYPICAL PAVEMENT Inmols 000arrmer,r°t rranspor rarmr, 1-1-15 Added symbols. Revised bike symbol. Revised nate MARKINGS Avvao Eozo�s fur stop L". at RR •-ossing. kAr laHslaHS 1-L-14 A' ed bike syi�,Nal. Re,e,lle fl ,I 31 A—DVE.0 °r I• 2015 - LANE DROP ARROW' ao-ol! to STANDARD 160001-05 Enc INEEa or of Icn AAo EAvluonmENr LANE-RtD cnON ARROW. 1 t 1 ! ► 1 E t l l � � ) 1 1 1 ) D � 1 J Pavement joint Approved or crack sealer -------� —I �a 8) sawed Drill hole through pavement. Curb and gutter Grace slot Insert conduit and fill (where installed) o with approved sealer. A I A Handhole,junction1 box,signal base,or E o'E r) controller base plastic I '— sawed slot for �J detector loop tube 2 etainer PLAN IV(32) 2%min.slope Approved Conduit sealer toward handhole Loop w ire in plastic tube PCC PAVEMENT ASPHALT PAVEMENT E DETECTOR LOOP LEAD-IN DETECTOR LOOP INSTALLATION a sand L Lo p,will In 1 2 4 5 7 6 plastic tube SECTION A-A �O NOTE 3 Loop wire shall Follow saw cut to bottom,forming I 1 1 1 1 1 slack section ajoint (28) (25) (25) I� (251 (25) B DETECTOR LOOP AT PAVEMENT JOINT OR PAVEMENT CRACK Ol =Lead-in cable(single pair Or multipair) e O= 9 Lead-in cable shield O3 =Lead-in cable shield drain-wire Q4 =Lead-in cable Insulated conductor Os =Bare conductor 1 9 ©=Loop wire In tube O7 =Loop wire Insulated conductor ©=Twisted and resin soldered conductor O9 =Electrical tape insulated spice 1®=Rigid mold 1®=Waterproof and dielectric resin All dimensions are in inches(millimeters) unless otherwise shown. DATE REVISIONS DETECTOR LOOP ® Illinois Department of Transportation LOOP WIRE AND LEAD-IN CABLE SPLICE 1-1-09 switched units m PAssED °ua ` °9 English(metric) INSTALLATIONS ENGINEER o ous 1-1-02 Renum.Standard 846001. APPROVED 11. kOO9 C Z/— STANDARD 886001-01 ENGINEER OF DESIGN AND ENVIRONMENT MowlNc AHEAD • Minimum distance between the sign and the work area is 700' (215 m), Maximum distance to be determined by the local authority but In no case to exceed the length of one-half day's operation or 4 miles 16 km), whichever 15 less. ROAD w AHEAD GENERAL NOTES Maintenance operations shall be confined to one traffic lane, leaving the opposite Ione open to traffic. At least 500' (150 m) of both traffic • Varies lanes shall be available for traffic movement between work areas at Intervals not greater than 1000' 1300 ml. o- When operations are on the pavement and stationary or moving at a speed less thou 4 mph (6 kph), o ONE LANE AHEAD, or other appropriate Cj sign, shall be Installed In each direction between the ROAD WORK AHEAD sign and the work area. The distance between this sign and the work area shall be a minimum of 400' 1120 ml but In no case to exceed the length of one-half day's • Varies operation Or 4 miles (6 km), Whichever Is less. The distance between the two signs shall be ROAD approximately 400' (120 m). WORK AHEAD All signs ore to be removed et completion of the W20-1107-36 day's operation. Any unattended obstacle, ex cavotlon, or pavement drop off greater than 3 (75) in the work area shall be protected by Type I or Type II barricades with flashing lights. MOWING pNEA➢ Longitudinal dimensions may be adjusted slightly W21-1101101-36 to fit field co ndltlons. TWO—LANE,TWO—WAY TRAFFIC Allvehicles, equipment, men, all their acitvities RURAL OPERATIONS ore restricted at all times to one sloe of the pavment. DAY OPERATIONS ONLY Flashing Iignis or rotating beacons ore required for all mointenanOd vehicles while In operation. Applicable operations illustrated in Standard 7013DI may be used when operations do not exceed 15 minutes on the pavement or 60 minutas On the shoulder respectively. SYMBOLS TYPICAL APPLICATIONS All warningsigns spall hove minim�,m Jim en.lch. of 36x36 (900x900) ano have black legend on on orange ® Work area MOWING re flect prized background. SPREADING AGGREGATE p WEED SPRAYING When fluorescent signs are used, orange flags are 7\ Slgn v with 11.18 (45Ox450) min. SURFACE MAINTENANCE not required.orange flag attached. BITUMINOUS RESURFACING CRACK POURING This case is for use on rural local roads where SHOULDER REPAIR the local authority considers this protection to CLEANING DITCHES be appropriate for the specific job Conditions. Alldimensions are In inches (millimeters) unless otherwise shown. DATE REVISIONS ®Inlnols eepprtmeht of Iransportatlon 1-1-15 Corrected RWA sign number. TRAFFIC CONTROL DEVICES— APPROVE DAY LABOR MAINTENANCE ENGINEER 0 iocAEJR 0' 11P-1 I-1-09 Swii Chea Units to APPROVED English (matriC). Moved STANDARD B.L.R.184 cNC InEER oro ICN AND ENVIRONMENT e General Note. In 13001 1=o n. ti E E � E E l o� _—_ ~�—�— Type III Barricades with St —� 12 13001 - Sign Rll-7 or Ril-4 mount andard as shown. mi ' casco Residen* traffic and day labor force's Use when shoulders or too narrow for equipment to use road shoulder for passing passage of traffic. barricade. GENERAL NOTES Type III barricades to be width of povement only. Reflectorizedstriping shall appear on both sloes of barricades. Barricades shall be posi timed so -hat stripes Slope downward toward -he side on whier tr of f is 1, to pass. Although not shown, od—co wornrg ,sign, wlrh mi nlnum dime nslons of 36x36 1900x9001 and black 'egends on orange reflectorizud bockyrounds ""ll be utillzea where -o Cad. Ths ease Is for use on rrcl local '.lads wnere the loeel ou fhe rlty nslders -his pre,ec Ton to be appropriate for the specific lob condltlans. TWO—LANE,TWO—WAY TRAFFIC, All dimens Iar�s are in InchoS (m''.I:'metersl RURAL OPERATIONS EXCEEDING uness atter li ,haven. ONE DAYLIGHT PERIOD DATE REVISIONS 1lilnol5�eoar.men,o,: Transporta.lon 1_1_J9 Switchad units tp TRAFFIC CONTROL DEVICES — o uar 1 00� ngl me'r'`'. Ep — DAY LABOR CONSTRUCTION Ervcl Es of aoao aluo siaEcrs I-I-98 Rev. "Ril-I" to R11 4". e E eo9 Re,. 4th General na e. STANDARD B.L.R.17-4 EnclrvrtN of ocslcry arvo[rv�:Norvucni CAST IRON STEPS A-1 EE _a �e _E Inside face ofstructure o� `E Che Cker Bd treed A-J SECTION A—A PLAN VIEW 10 (250) ELEVATION VIEW All dimensions are in incnes ,inilllmeters) mess otherw',se shown. DATE REVISIONS ®IIII"°Is Dep°r•-If Tr°ns,°rt°+I°nMANHOLE STEPS 1-;-09 Switched units to PASSED J°ny°ry 2009 - English lme trlc). ENGINEER OFCjJ�'N0 ROCEOIR /-1-06 RBVIed LITE, d—ings, (S'Jeet I of LI APPROVED '//�January 1. 2009 - and added pOstlC STANDARD 602101-02 f.NGINEER OF DESIGN AND ENVIRONNENI steps On shEEi z DuPage County Prevailing Wage Rates posted on 7/15/2019 Overtime Trade Title Rg Type C Base Foreman M-F Sa Su Hol HM Pension Vac Trng =Other Ins ... ASBESTOS ABT-GEN All ALL 43.72 44.72; 1.5, 1.5 2.0 2.01 14.99 13.61 0.00 0.90 ASBESTOS ABT-MEC All .BLD 37.88 40.38` 1.5, 1.5 2.0 2.0 13.42 12.20 0.00 0.72 �+ BOILERMAKER All BLD 50.51 55.05' 2.01 2.0 2.0 2.0 6.97 14.65 0.00' 1.10 BRICK MASON All BLD 46.88 51.57 11.5 1.5 2.0 2.0 10.85 19.31 0.00 0.95 CARPENTER All ALL 48.55 50.55 1.5 1.5 2.0" 2.0 11.79 21.84 0.00 0.73 CEMENT MASON All ALL 46.25 48.25 2.0 1.5 2.0 2.0 14.50 19.04 0.00 1-25 CERAMIC TILE FINISHER All BLD 40.56 40.56 1.5 1.5" 2.01 2.0. 11.00 12.80 0.00 0.86 COMMUNICATION TECHNICIAN All BLD 34.25 37.05 1.5" 1.5 2.01 2.0 12.35 21.78 2.21; 0.68 ELECTRIC PWR EQMT OP -Ail ALL 43.71 59.52 1.5' 1.5 2.0 2.0 6.00 13.55 0.00 0.77 1.31 .� ELECTRIC PWR EQMT OP All HWY 41.45 56.38 1.5 1.5 2.0 2.0 5.50 12.87 0.00 0.73 ELECTRIC PWR GRNDMAN All ALL 33 69 59.52 1.5 1.5 2.0 2.0 6.00 10.44 0.00 0.59 1.01 ELECTRIC PWR GRNDMAN All HWY 32.00 56.38 1.5 1.5 2.0 2.0 5.50 9.92 0.00 0.66 ELECTRIC PWR LINEMAN All ALL 52.44 59.52 1.5 1.5 2.0 2.0 6.00 16.27 0.00 0.93 1.58' ELECTRIC PWR LINEMAN All HWY 49.67 56.38 1.5 1.5 2.0 2.0 5.50 15.40 0.00 0.88 ELECTRIC PWR TRK DRV All ALL 34 90 59.52 1.5 1.5, 2.0 2.0 6.00 10.83 0.00 0.62 1.05! ELECTRIC PWR TRK DRV All HWY 33.14 56.38 1.5 1.5 2.0 2.0 5.50 10.29 0.00 0.59, , ELECTRICIAN 'All BLD 41.00 45.00 1.5z, 1.5 2.0 2.0 12.35 24.58 5.72 0.75 ELEVATOR CONSTRUCTOR All BLD 56.61 63.69 2.0 2.0 2.Oi 2.0 15.58 17.51 4.53 0.62 FENCE ERECTOR NE ALL 42.88 44.88 1.5, 1.5 2.0 2-0 13.64 14.89 0.00 &65 FENCE ERECTOR W ALL 47.00 50.76 2.0 2.0 2.0 2.0 12-26, 23.65 0.00 0.88 GLAZIER All BLD 44.85 46.35 1.5- 2.0 2.0 2.0 14 49 22.29 0.00 0.94 HEAT/FROST INSULATOR All BLD 50.50 53.00 1.5' 1.5 2.0 2.01 13.42 13.66 0.00 0.72 IRON WORKER E ALL 47.00 50.76 2.0 2.0 2.0 2.0 12.26 23.65 0.00 0.88 IRON WORKER W ALL 47.00 50.76 2.0' 2.0 2.0 2.0 12.26 23.65 0.00 0.88 LABORER All ALL 43.72 _. 44.47 1.5 1.5 2-0: 2.0 14.99 13.61 0.00 0.90 LATHER All ALL 48.55 50.55 1.5 1.5 2.0 2.0 11.79 21.84 0.00 0.73 MACHINIST All 'BLD 48.93 51.43 1.5' 1.5 2.0, 2.0 7.68; 8.95 1.85 132 MARBLE FINISHER All ALL 35.15 48.33 1.5' 1.51 2.0 2.0 10-85 17.66 0.00 0.52 MARBLE MASON All BLD 46.03 50.63 1.5' 1.5 2.0 2.0- 10 85 18.78 0.00 0.64 MATERIAL TESTER I All ALL 33.72 1.5 1.5 2.0 2.0 14.99 13.61 0.00 0.90 MATERIALS TESTER 11 All ALL 38.72 1.5 1.5 2.0 2.01 14.99 13.61 0.00 &90 MILLWRIGHT All ALL 48.55- 50.55 1-5 1.5 2.0' 2.0 11.79 21.84 0.00 0.73' OPERATING ENGINEER All BLD 1 51.10 55.10 2.01 2.0 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All BLD 22 49.80 55.10 2.0' 2.0 2.0 2.0 20.50 16.85 2.00 1.65: OPERATING ENGINEER All BLD 3 47.25 55101 2.0 2-0 2-0 2.0 20.50 16.85 2.00' 1.65 n OPERATING ENGINEER All BLD 4 45.50 55.10 2.0 2.0 2.0 2.0 20.50 16.85 2.00; 1.65 _ OPERATING ENGINEER All BLD 5 54.85 55.10 2.01 2.0 2.0 2.0 20.50 16.85 2.00 1.65' OPERATING ENGINEER All BLD 6 52.10 55.10. 2.0 2.0 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All BLD 7" 54.10 55.10 2.0 2.0 2-0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All FLT 38.00 38.00` 1.5 1.5' 2.0 2.0 19.65' 15.10 2.00 1.40 OPERATING ENGINEER All HWY 11 49.30: 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00' 1.65 __.. OPERATING ENGINEER All HWY 2 48.75 53.30 1.5 1.59 2.0 2.0 20.50 16.85 2.00- 1.65 OPERATING ENGINEER All HWY 3 46.70 53.30= 1.5 1.5 2.0' 2.0: 20-50 16.85 2.00; 1.65 OPERATING ENGINEER All HWY 4 45.30 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65` OPERATING ENGINEER All HWY 5 44.10 53.30! 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All HWY 6 52.30 53.30 1.5 1.5 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All HWY 7 50.30 53.30' 1-5 1.5 2.0 2.0 20.50 16.85 2.00i 1.65. ORNAMENTAL IRON WORKER E ALL 50.05 52.55' 2.0' 2.0 2.0 2.0 14.14 21.13 0.00 1.25 ORNAMENTAL IRON WORKER W ALL 45.06 48.66 2.0' 2.0 2.0 2.0 10.52 20.76 0.00! 0.70 �. PAINTER All ALL 47.30- 49.30! 1-5 1.5 1.5 2 0 12.43 8.65 0.00 1.45 PAINTER-SIGNS All BLD 39.06 43.86 1.5, 1.5 2.0 2.0 2.67 3.32 0.00, 0.00 PILEDRIVER All ALL 48.55 50.55' 1.5 1.5 2.0 2.0 11.79 21.84 0.00 0.73 PIPEFITTER All BLD 49.60 52.60'' 1.5+ 1.5 2.0 2.0 10.75 19.85 0.00 2.67 PLASTERER All BLD 46.75 49.56 1.5 1.5 2.0 2.0 10.85 19.01 0.00 0.95 PLUMBER All BLD 51.00 54.05 1.5 1.5. 2.0 2.0 15.37 14.75 0.00 1.35 ROOFER All BLD 44.60 48.60 1.5 1.5 2.0 2.0 10.38 12.74 0.00 0.58 SHEETMETAL WORKER All BLD 48.87 51.31, 1.5- 1.5 2.0 2.0 10.78 17.51 0.00 0.93 2.311 SPRINKLER FITTER All BLD 50.15 52.65' 1.5 1.5 2.0 2.0 13.50 16.60: 0.00 0.65 STEEL ERECTOR E ALL 47.005 50.76' 2.0 2.0 2.0 2.0 12.26 23.65 0.00 0-88 o_ , STEEL ERECTOR W ALL 45.06 48.66 2.0 2.0 2.0 2.0 10.52 20 76 0.00 0.70 STONE MASON All BLD 46.88 51.57 1-5 1.5 2.0 2.0 10.85 19.31' 0.00 0-95: TERRAZZO FINISHER All BLD 42.54 42.54- 1.5 1.5 2.0 2.0 11.00 14.64'' 0.00 0.88 m TERRAZZO MASON All BLD 46.38 49.88: 1.5 1.5 2.0 2.0 11.00 16.09 0.00' 0.93 TILE MASON All BLD 47.50 " 51.50 1.5 1.5 2.0 2.0 11.00 16.06 0.00 0.93 TRAFFIC SAFETY WORKER All HW1' 37-75 39.35' 1.5 1.5 2.0 2.0 9.30 9.87; 0.00 0-30 TRUCK DRIVER All ALL 11 37.61 38.16' 1.5 1.5 2.0 2.0 9.08 11.36, 0.00 0.15 TRUCK DRIVER All ALL 2. 37.76 38.16 1.5 1.5 2.0 2.0 9.08 11.36 0.00 0.15 TRUCK DRIVER All .ALL 3 37.96 38.16 1.5, 1.5 2.0 2.0 9.08 11.36 0.00 0.15 TRUCK DRIVER All ALL 4 38.16 38.16 1.5' 1.5 2 0 2.0 9.08 11.36. 0.00 0.15 TUCKPOINTER All BLD 46-50 47.50 1.5 1.5 2.0 2.0` 8.34 18.40 0.00 0.93; c� 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 DUPAGE COUNTY IRON WORKERS AND FENCE ERECTOR(WEST) -West of Route S3. 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. TRAFFIC SAFETY Effective November 30, 2018, the description of the traffic safety worker trade in this County is as follows: Work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary, non- temporary or permanent lane, pavement or roadway markings, and the installation and removal of temporary road signs. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed L products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials,for the 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 the 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 the 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 Low voltage installation, maintenance and removal of telecommunication facilities(voice,sound, data and video) including telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area networks), 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. i_ 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 S.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, AII; 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- i 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 4 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 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 r" 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". TAB 3 w f � a Illinois Environmental Protection Agency Page 1 of 2 Bureau of Land • 1021 North Grand Avenue East • P.O. Box 19276 • Springfield • Illinois • 62794-9276 Uncontaminated Soil Certification by Licensed Professional Engineer or Licensed Professional Geologist for Use of Uncontaminated Soil as Fill in a CCDD or Uncontaminated Soil Fill Operation LPC-663 r Revised in accordance with 35 III.Adm. Code 1100, as amended by PCB R2012-009 (eff. Aug. 27, 2012) This certification form is to be used by professional engineers and professional geologists to certify, pursuant to 35 III.Adm. Code 1100.205(a)(1)(B),that soil(i) is uncontaminated soil and(ii)is within a pH range of 6.26 to 9.0. If you have questions about this form, please telephone the Bureau of Land Permit Section at 217/524-3300. This form may be completed online, saved locally, printed and signed, and submitted to prospective clean construction or demolition debris(CCDD)fill operations or uncontaminated soil fill operations. I. Source Location Information (Describe the location of the source of the uncontaminated soil) Project Name: 16th Street and Spring Road Resurfacing Office Phone Number, if available: Physical Site Location (address, inciduding number and street): Portions of 16th Street and Spring Road-See attached figures City: Oak Brook State: IL Zip Code.- 60523 County: DuPage Township.- York Lat/Long of approximate center of site in decimal degrees(DD.ddddd)to five decimal places(e.g.,40.67890,-90.12345): Latitude: 41.853653 Longitude: -87.948370 (Decimal Degrees) (-Decimal Degrees) Identify how the lat/long data were determined: ❑ GPS ® Map Interpolation ❑ Photo Interpolation ❑ Survey ❑ Other IEPA Site Number(s), if assigned: BOL: BOW: BOA: II. Owner/Operator Information for Source Site Site Owner Site Operator Name: Village of Oak Brook Name: Street Address: 3003 Jorie Bouelvard Street Address: PO Box: PO Box: City: Oak Brook State: IL City: State: Zip Code: 60523 Phone: 630-368-5276 Zip Code.- Phone: Contact: Doug Patchin Contact: Email, if available: dpatchin@oak-brook.org Email, if available.- This Agency is authorized to require this information under Section 4 and Title X of the Environmental Protection Act(415 ILCS 5/4,5/39). Failure to disclose this information may result in: a civil penalty of not to exceed$50,000 for the violation and an additional civil penalty of IL 532-2922 not to exceed$10,000 for each day during which the violation continues(415 ILCS 5/42).This form has been approved by the Forms LPC 663 Rev.812012 Management Center. �w Page 2 of 2 Project Name: 16th Street and Spring Road Resurfacing Latitude: 41.853653 Longitude: -87.948370 Uncontaminated Site Certification Ill. Basis for Certification and Attachments For each item listed below, reference the attachments to this form that provide the required information. a• A Description of the soil sample points and how they were determined to be sufficient in number and appropriately located 35 III.Adm. Code 1100.610(a)]: A limited historical &regulatory review was performed to identify PIPs. Site reconnaissance was performed while sampling to evaluate on-site environmental conditions&potential PIPs. Based on the nature&scope of the project, 7 soil samples were collected for indicator contaminants associated with identified PIPs and screened with a PID. Figure 2 shows sample locations. b. Analytical soil testing results to show that soil chemical constituents comply with the maximum allowable concentrations established pursuant to 35 III.Adm.Code Part 1100, Subpart F and that the soil pH is within the range of 6.25 to 9.0, including the documentation of chain of custody control, a copy of the lab analysis;the accreditation status of the laboratory performing the analysis; and certification by an authorized agent of the laboratory that the analysis has been performed in accordance with the Agency's rules for the accreditation of environmental and the scope of the accreditation [35 III.Adm. Code 1100.201(g), 1100205(a), 1100.6101: See attached analytical summary tables, laboratory reports and associated NELAC certification. Figure 2 identifies the project area that is covered by this certification. IV. Certification Statement, Signature and Seal of Licensed Professional Engineer or Licensed Professional Geologist 1, Ryan M. LaDieu, P.E. (name of licensed professional engineer or geologist) certify under penalty of law that the information submitted, including but not limited to,all attachments and other information, is to the best of my knowledge and belief, true, accurate and complete. In accordance with the Environmental Protection Act[415 ILCS 5/22.51 or 22.51a]and 35 III.Adm.Code 1100.205(a), I certify that the soil from this site is uncontaminated soil. I also certify that the soil pH is within the range of 6.25 to 9.0. In addition, I certify that the soil has not been removed from the site as part of a cleanup or removal of contaminants. All necessary documentation is attached. Any person who knowingly makes a false,fictitious, or fraudulent material statement,orally or in writing, to the Illinois EPA commits a Class 4 felony. A second or subsequent offense after conviction is a Class 3 felony. (415 ILCS 5/44(h)) Company Name: True North Consultants —. Street Address: 1000 E Warrenville Road, Suite 140 City: Naperville State: IL Zip Code: 60563 Phone: 630.717.2880 FESSIO � Ryan M. LaDieu , �. Engineer or Date: ` Licensed Professional Geologist Signature: OF P.E. or L.P.G. Seal: LEGEND � PROJECT AREA - 0 lea. !m,,, I does.D5 ` Tvrr n.e' Au r , x ruUy ,�,�tsz .."ham•-# "' 4. I yzdt r», 3 .. - w.,. s to„4.t Sources:Esn,HERE,Garmin,Intermap incremerit�P Corp.,GEBCO, 1,000 Feet x USGS,FAO,NPS,NRCAN,GeoBase Iaster NL,Ordnance Surve .Esrl J,a an .METI-Esrl Cha Hon Kon Ronatc#•R±lar�an R1 rrn Tris 1s?uw ay� --�--».. P -. �� g g),SWISStOpO, �OpenStreetMapr€entrlbtJtor's;and the GIS User Community W.16TH STREET FROM KINGFRY HIGF WAY TO SPRING PROJECT 5ITE ” N 0 R T } � U ROAD AND SPRING ROAD FROM W 22ND STREEI TO T119143 CONS U LTANTS TOWER LANE,OAK BROOK,ILLINOIS ' ATE FIGURE 1000 EAST WARRENVILLE ROAD MATERIAL SOLUTIONS LABORATORY 3/25/2019 NAPERVILLE,ILLINOIS 60563 CLIENT 1040 BONAVENTURE DRIVE SCALE N ti-4i Vr l l,,i�K N: ^;11< 11mrruiar ELK GROVE VILLAGE,111 INOIS Elmhurst LEGEND -, (1) SOIL SAMPLE LOCATION Lombard APPROXIMATE LOCATION OF SOILS e THAT MUST BE EXCLUDED FROM tiK CCDD MANAGEMENT Sources Esri,HERE Garmin, Intermap,increment P Corp.; yn�,GEBG,O,USES,FAO\NPS, t� i� R 4 x �a t y i ` !inn& _ t 0 3 ro aE. 1 i i y' f 1y f a"N� r � ' s E"srl;HER=E,Garmi , � ®pe S reeUMap co tributo s, •urce: sri, D gi,ta Globe,Geo e, arty eta G og�aphi:• ,G E=bAifbus a= S® ,�G�,,4ero�RI®,YG ,and t P-"User Com .• ity �= W 16T1 i Sl REET FROM KINGERY HIGHWAY TO SPRING PRCTOJE U N O R T H SITE ROAD AND SPRING ROAD FROM W 22ND STREEL TO T119143 CONS U ILTANTS TOWER LANE,OAK BROOK,ILLINOIS onrE FIGURE 1000 EAST WARRENVILLE ROAD MAI ERIAL SOLUTIONS LABORATORY 3/25/2019 NAPERVILLE,ILLINOIS 60563 CLIENT1040 BONAVENTURF DRIVE nwnuNMi_rvi r�iNi iiii<n SCALE ELKGROVEVII_LACE, LUNOIS _ I inch=7S0`ter 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 24 percent. — 5/ When the bulk specific gravity (Gsb) of the component aggregates vary by more than 0.2, the blend gradations shall be based on volumetric percentage." — Revise the table in Article 1030.04(b)(1) to read: "VOLUMETRIC REQUIREMENTS, High ESAL Voids in the Mineral Aggregate Voids Filled with Ndesign VMA), % minimum Asphalt Binder IL-19.0 IL-9.5 IL-4.75 �� (VFA),% I L-9.5FG 50 18.5 65 - 78 v 70 13.5 15.0 90 65-7531 1/ Maximum draindown for IL-4.75 shall be 0.3 percent. 2/ VFA for IL-4.75 shall be 76-83 percent. 3/ VFA for IL-9.5FG shall be 65-78 percent." Revise the table in Article 1030.04(b)(3) to read: "VOLUMETRIC REQUIREMENTS, SMA 12.5 11 and SMA 9.5 1i Design Voids in the Voids ESALs Ndesign :Air Voids Mineral Filled with (million) Target, % Aggregate Asphalt (VMA), % min. (VFA), /o 10 50 4.0 16.0 75-80 > 10 80 4.0 17.0 75-80 1/ Maximum draindown shall be 0.3 percent." Quality Control/Quality Assurance (QC/QA). Revise the third paragraph of Article 1030.05(d)(3) to read: 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." Add the following paragraphs to the end of Article 1030.05(d)(3): "Longitudinal joint density testing shall be performed at each random density test location. Longitudinal joint testing shall be located at a distance equal to the lift thickness or a minimum of 4 in. (100 mm), from each pavement edge (i.e. for a 5 in. (125 mm) lift the near edge of the density gauge or core barrel shall be within 5 in. (125 mm) from the edge of pavement). Longitudinal joint density testing shall be performed using either a correlated nuclear gauge or cores. a. Confined Edge. Each confined edge density shall be represented by a one-minute nuclear density reading or a core density and shall be included in the average of density readings or core densities taken across the mat which represents the Individual Test. b. Unconfined Edge. Each unconfined edge joint density shall be represented by an average of three one-minute density readings or a single core density at the given density test location and shall meet the density requirements specified herein. The three one-minute readings shall be spaced 10 ft (3 m) apart longitudinally along the unconfined pavement edge and centered at the random density test location. When a longitudinal joint sealant (LJS) is applied, longitudinal joint density testing will not be required on the joint(s) sealed." Revise the second table in Article 1030.05(d)(4) and its notes to read: "DENSITY CONTROL LIMITS Mixture Individual Test Unconfined Edge Composition Parameter (includes confined Joint Density, edges) minimum IL-4.75 Ndesign = 50 93.0—97.4 % " 91.0% IL-9.5FG Ndesign = 50 - 90 93.0-97.4 % 91.0% IL-9.5 Ndesign = 90 92.0—96.0 % 90.0% IL-9.5, IL-9.5L, Ndesign < 90 92.5-97.4 % 90.0% IL-19.0 Ndesign = 90 93.0—96.0 % 90.0% IL-19.0, IL-19.OL Ndesign < 90 93.0 21_97.4 % 90.0% SMA Ndesign = 50 or 80 93.5—97.4 % 91.0% 1/ Density shall be determined by cores or by correlated, approved thin lift nuclear gauge. 2/ 92.0 % when placed as first lift on an unimproved subgrade." Equipment. Add the following to Article 1101.01 of the Standard Specifications: "(h) Oscillatory Roller. The oscillatory roller shall be self-propelled and provide a smooth operation when starting, stopping, or reversing directions. The oscillatory roller shall be able to operate in a mode that will provide tangential impact force with or without vertical impact force by using at least one drum. The oscillatory roller shall be equipped with water tanks and sprinkling devices, or other approved methods, which shall be used to wet the drums to prevent material pickup. The drum(s) amplitude and frequency of the tangential and vertical impact force shall be approximately the same in each direction and meet the following requirements: (1) The minimum diameter of the drum(s) shall be 42 in. (1070 mm); (2) The minimum length of the drum(s) shall be 57 in. (1480 mm); (3) The minimum unit static force on the drum(s) shall be 125 Ib/in. (22 N/m); and (4) The minimum force on the oscillatory drum shall be 18,000 Ib (80 kN)." CONSTRUCTION REQUIREMENTS Add the following to Article 406.03 of the Standard Specifications: «()) Oscillatory Roller ................................................................................................1101.01„ Revise the third paragraph of Article 406.05(a) to read: "All depressions of 1 in. (25 mm) or more in the surface of the existing pavement shall be filled with binder. At locations where heavy disintegration and deep spalling exists, the area shall be cleaned of all loose and unsound material, tacked, and filled with binder (hand method)." Revise Article 406.05(c) to read. "(c) Binder (Hand Method). Binder placed other than with a finishing machine will be designated as binder(hand method) and shall be compacted with a roller to the satisfaction of the Engineer. Hand tamping will be permitted when approved by the Engineer." Revise the special conditions for mixture IL-4.75 in Article 406.06(b)(2)e. to read: "e. The mixture shall be overlaid within 5 days of being placed." Revise Article 406.06(d) to read: "(d) Lift Thickness. The minimum compacted lift thickness for HMA binder and surface courses shall be as follows. MINIMUM COMPACTED LIFT THICKNESS ` Mixture Composition Thickness, in. (mm) IL-4.75 3/4 (19) - over HMA surfaces ' 1 (25) - over PCC surfaces I L-9.5FG 1 1/4 (32) IL-9.5, IL-9.5L 1 1/2 (38) SMA 9.5 1 1/2 (38) SMA 12.5 2 (51) IL-19.0, IL-19.OL 21/4 (57) 1/ The maximum compacted lift thickness for mixture IL-4.75 shall be 1 1/4 in. (32 mm)." Revise Table 1 and Note 3/of Table 1 in Article 406.07(a) of the Standard Specifications to read: "TABLE 1 - MINIMUM ROLLER REQUIREMENTS FOR HMA Breakdown Roller Intermediate Final Roller Density (one of the Roller (one or more of Requirement following) the following) Binder and Surface '/ Vo, P 3', TB, 3W, P 31, OT, OB VS, TB, TF,OT As specified in OT, OB Articles: 1030.05(d)(3), (d)(4), and d 7 . IL-4.75 and SMA 4/5/ TB, 3W, OT - - TF, 3W, OT Bridge Decks 2/ TB _ _ TF As specified in Articles 582.05 and 582.06. 3/ A vibratory roller(Vo) or oscillatory roller(OT or OB) may be used in lieu of the pneumatic-tired roller on mixtures containing polymer modified asphalt binder." Add the following to EQUIPMENT DEFINITION in Article 406.07(a) contained in the Errata of the Supplemental Specifications: "OT- Oscillatory roller, tangential impact mode. Maximum speed is 3.0 mph (4.8 km/h) or 264 ft/min (80 m/min). OB- Oscillatory roller, tangential and vertical impact mode, operated at a speed to produce not less than 10 vertical impacts/ft (30 impacts/m)." Basis of Payment. Replace the second through the fifth paragraphs of Article 406.14 with the following: "HMA binder and surface courses will be paid for at the contract unit price per ton (metric ton) for MIXTURE FOR CRACKS, JOINTS, AND FLANGEWAYS; HOT-MIX ASPHALT BINDER COURSE (HAND METHOD), of the Ndesign specified; HOT-MIX ASPHALT BINDER COURSE, of the mixture composition and Ndesign specified; HOT-MIX ASPHALT SURFACE COURSE, of the mixture composition, friction aggregate, and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT BINDER COURSE (HAND METHOD), of the Ndesign specified; POLYMERIZED HOT- MIX ASPHALT BINDER COURSE, of the mixture composition and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, of the mixture composition, friction aggregate, and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT BINDER COURSE, STONE MATRIX ASPHALT, of the mixture composition and Ndesign specified; POLYMERIZED HOT-MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, of the mixture composition, friction aggregate, and Ndesign specified." 80416 i LIGHTS ON BARRICADES (BDE) Effective: January 1, 2018 Revise Article 701.16 of the Standard Specifications to read: "701.16 Lights. Lights shall be used on devices as required in the plans, the traffic control plan, and the following table. Circumstance Lights Required Daylight operations None ` First two warning signs on each approach to the work involving a nighttime lane closure and"ROUGH GROOVED Flashing mono-directional lights SURFACE"(W8-1107)signs �. Devices delineating isolated obstacles, excavations, or hazards at night Flashing bi-directional lights (Does not apply to patching) Devices delineating obstacles, excavations, or hazards exceeding 100 ft(30 m)in length at night Steady burn bi-directional lights (Does not apply to widening) Channelizing devices for nighttime lane closures on two-lane roads None Channelizing devices for nighttime lane closures on multi-lane roads None Channelizing devices for nighttime lane closures on multi-lane roads separating None opposing directions of traffic Channelizing devices for nighttime along lane shifts on multilane roads Steady burn mono-directional lights Channelizing devices for night time along lane shifts on two lane roads Steady burn bi-directional lights Devices in nighttime lane closure tapers on Standards 701316 and 701321 Steady burn bi-directional lights Devices in nighttime lane closure tapers Steady burn mono-directional lights Devices delineating a widening trench None Devices delineating patches at night on roadways with an ADT less than 25,000 None Devices delineating patches at night on roadways with an ADT of 25,000 or more None Batteries for the lights shall be replaced on a group basis at such times as may be specified by the Engineer." Delete the fourth sentence of the first paragraph of Article 701.17(c)(2) of the Standard Specifications. Revise the first paragraph of Article 603.07 of the Standard Specifications to read: "603.07 Protection Under Traffic. After the casting has been adjusted and Class SI concrete has been placed, the work shall be protected by a barricade for at least 72 hours." 80392 MANHOLES, VALVE VAULTS, AND FLAT SLAB TOPS (BDE) Effective: January 1, 2018 Revised: March 1, 2019 Description. In addition to those manufactured according to the current standards included in this contract, manholes, valve vaults, and flat slab tops manufactured prior to March 1, 2019, according to the previous Highway Standards listed below will be accepted on this contract: Product Previous Standards Precast Manhole Type A, 4' (1.22 m) Diameter 602401-05 602401-04 602401-03 Precast Manhole Type A, 5' (1.52 m) Diameter 602402-01 602402 602401-03 Precast Manhole Type A, 6' (1.83 m) Diameter 602406-09 602406-08 602406-07 Precast Manhole Type A, 7' (2.13 m) Diameter 602411-07 602411-06 602411-05 Precast Manhole Type A, 8' (2.44 m) Diameter 602416-07 602416-06 602416-05 Precast Manhole Type A, 9' (2.74 m) Diameter 602421-07 602421-06 602421-05 Precast Manhole Type A, 10' (3.05 m) Diameter 602426-01 602426 Precast Valve Vault Type A, 4' (1.22 m) Diameter 602501-04 602501-03 602501-02 Precast Valve Vault Type A, 5' (1.52 m) Diameter 602506-01 602506 602501-02 Precast Reinforced Concrete Flat Slab Top 602601-05 602601-04 The following revisions to the Standard Specifications shall apply to manholes, valve vaults, and flat slab tops manufactured according to the current standards included in this contract: Revise Article 602.02(g) of the Standard Specifications to read: "(9) Structural Steel (Note 4).......................................................................................1006.04 Note 4. All components of the manhole joint splice shall be galvanized according to the requirements of AASHTO M 111 or M 232 as applicable." Add the following to Article 602.02 of the Standard Specifications: "(s) Anchor Bolts and Rods (Note 5)...........................................................................1006.09 Note 5. The threaded rods for the manhole joint splice shall be according to the requirements of ASTM F 1554, Grade 55, (Grade 380)." Revise the second paragraph of Article 1042.10 of the Standard Specifications to read: "Catch basin Types A, B, C, and D; Manhole Type A; Inlet Types A and B; Drainage Structures Types 1, 2, 3, 4, 5, and 6; Valve Vault Type A; and reinforced concrete flat slab top (Highway Standard 602601) shall be manufactured according to AASHTO M 199 (M 199M), except as shown on the plans. Additionally, catch basins, inlets, and drainage structures shall have a minimum concrete compressive strength of 4500 psi (31,000 kPa) at 28 days and manholes, valve vaults, and reinforced concrete flat slab tops shall have a minimum concrete compressive strength of 5000 psi (34,500 kPa) at 28 days." 80393 i PAYMENTS TO SUBCONTRACTORS (BIDE) Effective: November 2, 2017 Add the following to the end of the fourth paragraph of Article 109.11 of the Standard Specifications: "If reasonable cause is asserted, written notice shall be provided to the applicable subcontractor and/or material supplier and the Engineer within five days of the Contractor receiving payment. The written notice shall identify the contract number, the subcontract or material purchase agreement, a detailed reason for refusal, the value of payment being withheld, and the specific remedial actions required of the subcontractor and/or material supplier so that payment can be made." 80390 s PORTLAND CEMENT CONCRETE (BDE) Effective: November 1, 2017 Revise the Air Content % of Class PP Concrete in Table 1 Classes of Concrete and Mix Design Criteria in Article 1020.04 of the Standard Specifications to read: "TABLE 1. CLASSES OF CONCRETE AND MIX DESIGN CRITERIA Class Use Air of Content Conc. PP Pavement Patching Bridge Deck Patching(10) PP-1 PP-2 PP-3 4.0-8.0" PP-4 PP-5 Revise Note (4) at the end of Table 1 Classes of Concrete and Mix Design Criteria in Article 1020.04 of the Standard Specifications to read: "(4) For all classes of concrete, the maximum slump may be increased to 7 in (175 mm) when a high range water-reducing admixture is used. For Class SC, the maximum slump may be increased to 8 in. (200 mm). For Class PS, the maximum slump may be increased to 8 1/2 in. (215 mm) if the high range water-reducing admixture is the polycarboxylate type." 80389 REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE) Effective: January 1, 2019 Revise Section 669 of the Standard Specifications to read: "SECTION 669. REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES .,. 669.01 Description. This work shall consist of the transportation and proper disposal of contaminated soil and groundwater. This work shall also consist of the removal, transportation, and proper disposal of underground storage tanks (UST), their content and associated underground piping to the point where the piping is above the ground, including determining the content types and estimated quantities. 669.02 Equipment. The Contractor shall notify the Engineer of the delivery of all excavation, storage, and transportation equipment to a work area location. The equipment shall comply with OSHA and American Petroleum Institute (API) guidelines and shall be furnished in a clean condition. Clean condition means the equipment does not contain any residual material classified as a non-special waste, non-hazardous special waste, or hazardous waste. Residual materials include, but are not limited to, petroleum products, chemical products, sludges, or any other material present in or on equipment. Before beginning any associated soil or groundwater management activity, the Contractor shall provide the Engineer with the opportunity to visually inspect and approve the equipment. If the equipment contains any contaminated residual material, decontamination shall be performed on the equipment as appropriate to the regulated substance and degree of contamination present according to OSHA and API guidelines. All cleaning fluids used shall be treated as the contaminant unless laboratory testing proves otherwise. 669.03 Pre-construction Submittals. Prior to beginning this work, or working in areas with regulated substances, the Contractor shall submit a Regulated Substance Pre-Construction Plan (RSPCP)to the Engineer for review and approval using form BDE 2730. The form shall be signed by an Illinois licensed Professional Engineer or Professional Geologist. As part of the RSPCP, the qualifications of Contractor(s) or firm(s) performing the following work shall be listed. (a) On-Site Monitoring. Qualification for on-site monitoring of regulated substance work and on-site monitoring of UST removal requires either pre-qualification in Hazardous Waste by the Department or demonstration of acceptable project experience in remediation and special waste operations for contaminated sites in accordance with applicable Federal, State, or local regulatory requirements. Qualification for each individual performing on-site monitoring requires a minimum of one- year of experience in similar activities as those required for the project. (b) Underground Storage Tank. Qualification for underground storage tank (UST) work requires licensing and certification with the Office of the State Fire Marshall (OSFM) and possession of all permits required to perform the work. A copy of the permit shall be provided to the Engineer prior to tank removal. The qualified Contractor(s) or firm(s) shall also document it does not have any current or former ties with any of the properties contained within, adjoining, or potentially affecting the work. The Engineer will require up to 30 calendar days for review of the RSPCP. The review may involve rejection or revision and resubmittal; in which case, an additional 30 days will be required for each subsequent review. Work shall not commence until the RSPCP has been approved by the Engineer. After approval, the RSPCP shall be revised as necessary to reflect changed conditions in the field. CONSTRUCTION REQUIREMENTS 669.04 Contaminated Soil and/or Groundwater Monitoring. Prior to beginning excavation, the Contractor shall mark the limits of removal for approval by the Engineer. Once excavation begins, the work and work area involving regulated substances shall be monitored by qualified personnel. The qualified personnel shall be on-site continuously during excavation and loading of material containing regulated substances. The qualified personnel shall be equipped with either a photoionization detector(PID) (minimum 10.6eV lamp), or a flame ionization detector (FID), and other equipment, as appropriate, to monitor for potential contaminants associated with volatile organic compounds (VOCs) or semi-volatile organic compounds (SVOCs). The PID or FID meter shall be calibrated on-site and background level readings taken and recorded daily, and as field and weather conditions change. Any field screen reading on the PID or FID in excess of background levels indicates the potential presence of contaminated material requiring handling as a non-special waste, special waste, or hazardous waste. PID or FID readings may be used as the basis of increasing the limits of removal with the approval of the Engineer but shall in no case be used to decrease the limits. The qualified personnel shall document field activities using form BIDE 2732 (Regulated Substances Monitoring Daily Record) including the name(s) of personnel conducting the monitoring, weather conditions, PID or FID calibration records, a list of equipment used on-site, a narrative of activities completed, photo log sheets, manifests and landfill tickets, monitoring results, how regulated substances were managed and other pertinent information. Samples will be collected in accordance with the RSPCP. Samples shall be analyzed for the contaminants of concern (CDCs), including pH, based on the property's land use history, the encountered abnormality and/or the parameters listed in the maximum allowable concentration (MAC) for chemical constituents in uncontaminated soil established pursuant to Subpart F of 35111. Adm. Code 1100.605. The analytical results shall serve to document the level of contamination. i Samples shall be grab samples (not combined with other locations). The samples shall be taken with decontaminated or disposable instruments. The samples shall be placed in sealed containers and transported in an insulated container to the laboratory. The container shall maintain a temperature of 39 °F (4 °C). All samples shall be clearly labeled. The labels shall indicate the sample number, date sampled, collection location and depth, and any other relevant observations. The laboratory shall use analytical methods which are able to meet the lowest appropriate practical quantitation limits (PQL) or estimated quantitation limit(EQL) specified in "Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods", EPA Publication No. SW-846; "Methods for the Determination of Organic Compounds in Drinking Water", EPA, EMSL, EPA-600/4-88/039; and "Methods for the Determination of Organic Compounds in Drinking Water, Supplement III", EPA 600/R-95/131, August 1995. For parameters where the specified cleanup objective is below the acceptable detection limit (ADL), the ADL shall serve as the cleanup objective. For other parameters the ADL shall be equal to or below the specified cleanup objective. 669.05 Contaminated Soil and/or Groundwater Management and Disposal. The management and disposal of contaminated soil and/or groundwater shall be according to the following: (a) Soil Analytical Results Exceed Most Stringent MAC. When the soil analytical results indicate that detected levels exceed the most stringent maximum allowable concentration (MAC) for chemical constituents in uncontaminated soil established pursuant to Subpart F of 35 Illinois Administrative Code 1100.605, the soil shall be managed as follows: (1) When analytical results indicate inorganic chemical constituents exceed the most stringent MAC but they are still considered within area background levels by the Engineer, the excavated soil can be utilized within the construction limits as fill, when suitable. If the soils cannot be utilized within the construction limits, they shall be managed and disposed of off-site as a non-special waste, special waste, or hazardous waste as applicable. (2) When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for a Metropolitan Statistical Area (MSA) County, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as"uncontaminated soil'at a clean construction and demolition debris (CCDD) facility or an uncontaminated soil fill operation (USFO) within an MSA County provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (3) When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for an MSA County excluding Chicago, or the MAC within the Chicago corporate limits, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as "uncontaminated soil" at a CCDD facility or an USFO within an MSA County excluding Chicago or within the Chicago corporate limits provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (4) When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for an MSA County excluding Chicago, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as "uncontaminated soil' at a CCDD facility or an USFO within an MSA County excluding Chicago provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (5) When the Engineer determines soil cannot be managed according to Articles 669.05(a)(1) through (a)(4) above, the soil shall be managed and disposed of off-site as a non-special waste, special waste, or hazardous waste as applicable. (b) Soil Analytical Results Do Not Exceed Most Stringent MAC. When the soil analytical results indicate that detected levels do not exceed the most stringent MAC, the excavated soil can be utilized within the construction limits or managed and disposed off-site as "uncontaminated soil' according to Article 202.03. However, the excavated soil cannot be taken to a CCDD facility or an USFO for any of the following reasons. (1) The pH of the soil is less than 6.25 or greater than 9.0. (2) The soil exhibited PID or FID readings in excess of background levels. (c) Soil Analytical Results Exceed Most Stringent MAC but Do Not Exceed Tiered Approach to Corrective Action Objectives (TACO) Residential. When the soil analytical results indicate that detected levels exceed the most stringent MAC but do not exceed TACO Tier 1 Soil Remediation Objectives for Residential Properties pursuant to 35 IAC 742 Appendix B Table A, the excavated soil can be utilized within the right-of-way or managed and disposed off-site as "uncontaminated soil" according to Article 202.03. However, the excavated soil cannot be taken to a CCDD facility or an USFO. (d) Groundwater. When groundwater analytical results indicate the detected levels are above Appendix B, Table E of 35 Illinois Administrative Code 742, the most stringent Tier 1 Groundwater Remediation Objectives for Groundwater Component of the Groundwater Ingestion Route for Class 1 groundwater, the groundwater shall be managed off-site as a special waste. The groundwater shall be containerized and trucked to an off-site treatment facility or may be discharged to a sanitary sewer or combined sewer when permitted by the local sewer authority. Groundwater discharged to a sewer shall be pre-treated to remove particulates and measured with a calibrated flow meter to comply with applicable discharge limits. A copy of the permit shall be provided to the Engineer prior to discharging groundwater to the sewer. All groundwater encountered within trenches may be managed within the trench and allowed to infiltrate back into the ground. If the groundwater cannot be managed within the trench it must be removed as a special or hazardous waste. The Contractor is prohibited from managing groundwater within the trench by discharging it through any existing or new storm sewer. The Contractor shall install backfill plugs within the area of groundwater contamination. One backfill plug shall be placed down gradient to the area of groundwater contamination. A- Backfill plugs shall be installed at intervals not to exceed 50 ft (15 m). Backfill plugs are to be 4 ft(1.2 m) long, measured parallel to the trench, full trench width and depth. Backfill plugs shall not have any fine aggregate bedding or backfill, but shall be entirely cohesive soil or any class of concrete. The Contractor shall provide test data that the material has a permeability of less than 10-7 cm/sec according to ASTM D 5084, Method A or per another test method approved by the Engineer. The Contractor shall use due care when transferring contaminated material from the area of origin to the transporter. Should releases of contaminated material to the environment occur(i.e., spillage onto the ground, etc.), the Contractor shall clean-up spilled material and place in the appropriate storage containers as previously specified. Clean-up shall include, but not be limited to, sampling beneath the material staging area to determine complete removal of the spilled material. The Contractor shall be responsible for transporting and disposing all material classified as a non-special waste, special waste, or hazardous waste from the job site to an appropriately permitted landfill facility. The transporter and the vehicles used for transportation shall comply with all federal, state, and local rules and regulations governing the transportation of non-special waste, special waste, or hazardous waste. •— All equipment used by the Contractor to haul contaminated material to the landfill facility shall be lined with a 6 mil (150 micron) polyethylene liner and securely covered during transportation. The Contractor shall obtain all documentation including any permits and/or licenses required to transport the contaminated material to the disposal facility. The Contractor shall provide engineered barriers, when required, and shall include materials sufficient to completely line excavation surfaces, including sloped surfaces, bottoms, and sidewall faces, within the areas designated for protection. The Engineer shall coordinate with the Contractor on the completion of all documentation. The Contractor shall make all arrangements for collection and analysis of landfill acceptance testing. The Contractor shall coordinate for waste disposal approval with the disposal facility. After the Contractor completes these activities and upon receipt of authorization from the Engineer, the Contractor shall initiate the disposal process. The Contractor shall provide the Engineer with all transport-related documentation within two days of transport or receipt of said document(s). The Engineer shall maintain the file for all such documentation. For management of special or hazardous waste, the Contractor shall provide the Engineer with documentation the Contractor (or subcontractor, if a subcontractor is used for transportation) is operating with a valid Illinois special waste transporter permit at least two weeks before transporting the first load of contaminated material. The Contractor shall schedule and arrange the transport and disposal of each load of contaminated material produced. The Contractor shall make all transport and disposal arrangements so no contaminated material remains within the project area at the close of business each day. Exceptions to this specification require prior approval from the Engineer within 24 hours of close of business. The Contractor shall be responsible for all other pre- disposal/transport preparations necessary daily to accomplish management activities. Any waste generated as a special or hazardous waste from a non-fixed facility shall be manifested off-site using the Department's county generator number. An authorized representative of the Department shall sign all manifests for the disposal of the contaminated material and confirm the Contractor's transported volume. Any waste generated as a non-special waste may be managed off-site without a manifest, a special waste transporter, or a generator number. The Contractor shall select a landfill mandated by definition of the contaminant within the State of Illinois. The Department will review and approve or reject the facility proposed by the Contractor to use as a landfill. The Contractor shall verify whether the selected disposal facility is compliant with those applicable standards as mandated by definition of the contaminant and whether the disposal facility is presently, has previously been, or has never been, on the United States Environmental Protection Agency (U.S. EPA) National Priorities List or the Resource Conservation and Recovery Act (RCRA) List of Violating Facilities. The Contractor shall be responsible for coordinating permits with the TEPA. The use of a Contractor selected landfill shall in no manner delay the construction schedule or alter the Contractor's responsibilities as set forth. 669.06 Non-Special Waste Certification. An authorized representative of the Department shall sign and date all non-special waste certifications. The Contractor shall be responsible for providing the Engineer with the required information that will allow the Engineer to certify the waste is not a special waste. (a) Definition. A waste is considered a non-special waste as long as it is not: (1) a potentially infectious medical waste; (2) a hazardous waste as defined in 35 IAC 721; (3) an industrial process waste or pollution control waste that contains liquids, as determined using the paint filter test set forth in subdivision (3)(A) of subsection (m) of 35 IAC 811.107; (4) a regulated asbestos-containing waste material, as defined under the National Emission Standards for Hazardous Air Pollutants in 40 CFR 61.141; (5) a material containing polychlorinated biphenyls (PCB's) regulated pursuant to 40 CFR Part 761; (6) a material subject to the waste analysis and recordkeeping requirements of 35 IAC 728.107 under land disposal restrictions of 35 IAC 728; (7) a waste material generated by processing recyclable metals by shredding and required to be managed as a special waste under Section 22.29 of the Environmental Protection Act; or (8) an empty portable device or container in which a special or hazardous waste has been stored, transported, treated, disposed of, or otherwise handled. (b) Certification Information. All information used to determine the waste is not a special waste shall be attached to the certification. The information shall include but not be limited to: (1) the means by which the generator has determined the waste is not a hazardous waste; (2) the means by which the generator has determined the waste is not a liquid; (3) if the waste undergoes testing, the analytic results obtained from testing, signed and dated by the person responsible for completing the analysis; (4) if the waste does not undergo testing, an explanation as to why no testing is needed; (5) a description of the process generating the waste; and (6) relevant material safety data sheets. 669.07 Temporary Staging. The Contractor shall excavate and dispose of all waste material L as mandated by the contaminants without temporary staging. If circumstances require temporary staging, he/she shall request in writing, approval from the Engineer. When approved, the Contractor shall prepare a secure location within the project area capable of housing containerized waste materials. The Contractor shall contain all waste material in leak- proof storage containers such as lined roll-off boxes or 55 gal (208 L) drums, or stored in bulk fashion on storage pads. The design and construction of such storage pad(s) for bulk materials shall be subject to approval by the Engineer. The Contractor shall place the staged storage containers on an all-weather gravel-packed, asphalt, or concrete surface. The Contractor shall maintain a clearance both above and beside the storage units to provide maneuverability during loading and unloading. The Contractor shall provide any assistance or equipment requested by the Engineer for authorized personnel to inspect and/or sample contents of each storage container. All containers and their contents shall remain intact and undisturbed by unauthorized persons until the manner of disposal is determined. The Contractor shall keep the storage containers covered, except when access is requested by authorized personnel of the Department. The Engineer shall authorize any additional material added to the contents of any storage container before being filled. The Contractor shall ensure the staging area is enclosed (by a fence or other structure) to ensure direct access to the area is restricted, and he/she shall procure and place all required regulatory identification signs applicable to an area containing the waste material. The Contractor shall be responsible for all activities associated with the storage containers including, but not limited to, the procurement, transport, and labeling of the containers. The Contractor shall clearly mark all containers in permanent marker or paint with the date of waste generation, location and/or area of waste generation, and type of waste (e.g., decontamination water, contaminated clothing, etc.). The Contractor shall place these identifying markings on an exterior side surface of the container. The Contractor shall separately containerize each contaminated medium, i.e. contaminated clothing is placed in a separate container from decontamination water. Containers used to store liquids shall not be filled in excess of 80 percent of the rated capacity. The Contractor shall not use a storage container if visual inspection of the container reveals the presence of free liquids or other substances that could classify the material as a hazardous waste in the container. The Department will not be responsible for any additional costs incurred, if mismanagement of the staging area, storage containers, or their contents by the Contractor results in excess cost expenditure for disposal or other material management requirements. 669.08 Underground Storage Tank Removal. For the purposes of this section, an underground storage tank (UST) includes the underground storage tank, piping, electrical controls, pump island, vent pipes and appurtenances. Prior to removing an UST,the Engineer shall determine whether the Department is considered an "owner" or "operator" of the UST as defined by the UST regulations (41 III. Adm. Code Part 176). Ownership of the UST refers to the Department's owning title to the UST during storage, use or dispensing of regulated substances. The Department may be considered an "operator" of the UST if it has control of, or has responsibility for, the daily operation of the UST. The Department may however voluntarily undertake actions to remove an UST from the ground without being deemed an "operator" of the UST. In the event the Department is deemed not to be the "owner" or "operator" of the UST, the OSFM removal permit shall reflect who was the past "owner" or "operator" of the UST. If the $owner" or "operator" cannot be determined from past UST registration documents from OSFM, then the OSFM removal permit will state the "owner" or"operator" of the UST is the Department. The Department's Office of Chief Counsel (OCC) will review all UST removal permits prior to submitting any removal permit to the OSFM. If the Department is not the"owner" or"operator" of the UST then it will not register the UST or pay any registration fee. The Contractor shall be responsible for obtaining all permits required for removing the UST, notification to the OSFM, using an OSFM certified tank contractor, removal and disposal of the UST and its contents, and preparation and submittal of the OSFM Site Assessment Report in accordance with 41 III. Adm. Code Part 176.330. The Contractor shall contact the Engineer and the OSFM's office at least 72 hours prior to removal to confirm the OSFM inspector's presence during the UST removal. Removal, transport, and disposal of the UST shall be according to the applicable portions of the latest revision of the "American Petroleum Institute (API) Recommended Practice 1604". The Contractor shall collect and analyze tank content (sludge) for disposal purposes. The Contractor shall remove as much of the regulated substance from the UST system as necessary �- to prevent further release into the environment. All contents within the tank shall be removed, transported and disposed of, or recycled. The tank shall be removed and rendered empty according to IEPA definition. The Contractor shall collect soil samples from the bottom and sidewalls of the excavated area in accordance with 35 III.Adm. Code Part 734.210(h) after the required backfill has been removed ! during the initial response action, to determine the level of contamination remaining in the ground, regardless if a release is confirmed or not by the OSFM on-site inspector. In the event the UST is designated a leaking underground storage tank(LUST) by the OSFM's inspector, or confirmation by analytical results, the Contractor shall notify the Engineer and the DESU. Upon confirmation of a release of contaminants from the UST and notifications to the Engineer and DESU, the Contractor shall report the release to the Illinois Emergency Management Agency (IEMA) (e.g., by telephone or electronic mail) and provide them with whatever information is available ("owner" or "operator" shall be stated as the past registered "owner" or"operator", or the IDOT District in which the UST is located and the DESU Manager); The Contractor shall perform the following initial response actions if a release is indicated by the OSFM inspector: ►- (a) Take immediate action to prevent any further release of the regulated substance to the environment, which may include removing, at the Engineer's discretion, and disposing of up to 4 ft (1.2 m) of the contaminated material, as measured from the outside dimension of the tank (b) Identify and mitigate fire, explosion and vapor hazards; L (c) Visually inspect any above ground releases or exposed below ground releases and prevent further migration of the released substance into surrounding soils and groundwater; and (d) Continue to monitor and mitigate any additional fire and safety hazards posed by vapors and free product that have migrated from the UST excavation zone and entered into subsurface structures (such as sewers or basements). The UST excavation shall be backfilled according to applicable portions of Sections 205, 208, and 550 with a material that will compact and develop stability. The material shall be approved prior to placement. All uncontaminated concrete and soil removed during tank extraction may be used to backfill the excavation, at the discretion of the Engineer. After backfilling the excavation, the site shall be graded and cleaned. Backfill plugs will be paid for at the contract unit price per cubic yard (cubic meter) for BACKFILL PLUGS. Payment for temporary staging, if required, will be paid for according to Article 109.04. Payment for accumulated stormwater removal and disposal will be according to Article 109.04. Payment will only be allowed if appropriate stormwater and erosion control methods were used. Payment for decontamination, labor, material, and equipment for monitoring areas beyond the specified areas, with the Engineer's prior written approval, will be according to Article 109.04. The sampling and testing associated with this work will be paid for as follows. �- (a) BETX Soil/Groundwater Analysis. When the contaminants of concern are gasoline only, soil or groundwater samples shall be analyzed for benzene, ethylbenzene, toluene, and xylenes (BETX). The analysis will be paid for at the contract unit price per each for BETX SOIL ANALYSIS and/or BETX GROUNDWATER ANALYSIS using EPA Method 8021 B. (b) BETX-PNAS Soil/Groundwater Analysis. When the contaminants of concern are middle distillate and heavy ends, soil or groundwater samples shall be analyzed for BETX and ` polynuclear aromatics (PNAS). The analysis will be paid for at the contract unit price per each for BETX-PNAS SOIL ANALYSIS and/or BETX-PNAS GROUNDWATER ANALYSIS using EPA Method 8021 B for BETX and EPA Method 8310 for PNAs. (c) Priority Pollutants Soil Analysis. When the contaminants of concern are used oils, soil samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCs, and priority pollutants metals. The analysis will be paid for at the contract unit price per each for PRIORITY POLLUTANTS SOIL ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, and using an ICP instrument and EPA Methods 6010B and 7471A for metals. (d) Priority Pollutant Groundwater Analysis. When the contaminants of concern are used oils, non-petroleum material, or unknowns, groundwater samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCs, and priority pollutants metals. The analysis will be paid for at the contract unit price per each for PRIORITY POLLUTANTS GROUNDWATER ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, and EPA Methods 6010B and 7470A for metals. (e) Target Compound List (TCL) Soil Analysis. When the contaminants of concern are unknowns or non-petroleum material, soil samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCS, priority pollutants metals, pesticides, and Resource Conservation and Recovery Act (RCRA) metals by the toxicity characteristic leaching procedure (TCLP). The analysis will be paid for at the contract unit price per each for TCL SOIL ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, L EPA Method 8081 for pesticides, and ICP instrument and EPA Methods 6010B, 7471A, 1311 (extraction), 6010B, and 7470A for metals. - (f) Soil Disposal Analysis. When the waste material for disposal requires sampling for disposal acceptance, the samples shall be analyzed for TCLP VOCs, SVOCs, RCRA metals, pH, ignitability, and paint filter test. The analysis will be paid for at the contract unit price per each for SOIL DISPOSAL ANALYSIS using EPA Methods 1311 (extraction), 8260B for VOCs, 8270C for SVOCs, 6010B and 7470A for RCRA metals, 9045C for pH, 1030 for ignitability, and 9095A for paint filter. The work of preparing, submitting and administering a Regulated Substances Final Construction Report will be paid for at the contract lump sum price REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT." 80407 i SUBCONTRACTOR MOBILIZATION PAYMENTS (BIDE) Effective: November 2, 2017 Revised: April 1, 2019 Replace the second paragraph of Article 109.12 of the Standard Specifications with the following: "This mobilization payment shall be made at least seven days prior to the subcontractor starting work. The amount paid shall be at the following percentage of the amount of the subcontract reported on form BC 260A submitted for the approval of the subcontractor's work. Value of Subcontract Reported on Form BC 260A Mobilization Percentage Less than $10,000 25% $10,000 to less than $20,000 20% $20,000 to less than $40,000 18% $40,000 to less than $60,000 16% $60,000 to less than $80,000 14% $80,000 to less than $100,000 12% $100,000 to less than $250,000 10% $250,000 to less than $500,000 9% $500,000 to $750,000 8% Over$750,000 7W 80391 a ADJUSTMENT ITEMS EX PR ALIGNMENT ITEMS EX PR CONTOUR ITEMS EX PR Boseline Approx. Index Line —————- Structure To Be Adjusted ADJ Centerline - Approx. 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UTILITY ITEMS JEELdj Cable TV C`V--- —CTV -f---CTV--f- Traffic Signal Detector Raceway -v-� Electric Cable F —E— F Traffic Signal Control Box 0K Aluminum Most Arm 4:::— Fiber Optic FO —FO FO--/ Water Meter Gas Pipe G—' —i G -- ----I G Water Meter Valve Box U • Steel Most Arm 0— — OII Pipe —0— 0 O n Proflle Line - -- - --- Veh. Detector Magnetic o-- ~' Sanitary Sewer -)--�- )--N ->--?--N--)- f-r7—>-/-->-/-->f Aerial Power Line A A —A Conduit Splice • • Telephone Coble T —T— T VEGETATION ITEMS EX PR Controller ® © Water Pipe W i---- VV Gulf box Junction O O Deciduous Tree Wood Pole ® m UTILITIES ITEMS EX PR Bush or Shrub o Temp. Signal Head .m Controller Evergreen Tree T:7 ® B Handhole B Double Handhole ® m Stump Double Handhole ® mFire Hydrant Orchard/Nursery Line —-—-—-—-—-- � � Heavy Duty Handhole Vegetation Line GUyWlre Or OBOdman Anchor Junction Box ❑m m Handhole Sj 52 Woods & Bush Line s ,.. .....,..-.-A., Pea. Pushbutton Detector oo ® WATER FEATURE EX PR Heavy Duty Handnole .r� © ITEMS Ped. Signal Head -0 i Junction Box U Stream or Drainage Ditch Power Pole Service -t Light Pole ZX Waters Edge Priority Veh.Detector Manhole 0 U Water Surf Oce Indicator - Signal Head Pipeline Warning Sign Water Point „ Signal Head w/Backplate Power Pole ->.� Olsappearing Ditch < Signal Post O • ,y g Power Pole with Light Marsh �4 Closed Circuit TV a Sanitary Sewer Cleanout on Marsh/Swamp Boundary Video Detector System Splice Bax Above Ground L ■ Telephone Splice Be. FE Above Ground STANDARD SYMBOLS, lulnols oeocr,ment of Tronsoorrc*Ion Telephone Pale -0 .- ABBREVIATIONS PAssEo en ar, �rv�IeEER°?o �EoaHEs AND PATTERNS a of a> APPRo STANDARD 000001-06 crvclrv�cc or ocslcn nrvo crvvlaonmEnr Sidewalk width 5' (1.52 m) typical. 4' (1.22 m) min. Sidewalk width 5' (1.52 m) typical. i I 4' 11.22 ml min. \I✓ VI \\I \II \11 \II \II \II \II UI I( )11 \U \V \V \V \V Detectable \V \V \V \V Ramp side \V warning 5' 11.52 ml warning a—, \II \II \11 11 \11 \11 \\I warning max. setback o - 5'X1.52 m) 11 UI VV VV VV AV VV VV VV VV AV a�iJ: E max. setback \ i o Tc "fris'A� •:1:50 max. c p 1;50 max. \� Side E \ E A c \ 5V C curb o .. _ E Turning space ... �I E Lower � � a � _ f .......... lording \� \ -Turning space \'✓ \ `*.:z+ i\<\\' �\\\T\�� Lower ;o 1:50 max. \V \V \V \V \V \V \V landing \V '--,Side \I \\I M, V \II \II \II `�"��` DBDressed curb \V \V \V \V \V \V curb and Ramp side 1:50 max. / �� DeDressed 11 gutter flare Romp sides curb and \11 \11 \11 \11 —fiInre gutter ter v V v V �1:10 max. ............. 11 _ V 1:10 max. 1:10 max. Face of roadway curb (length not less than 5'-6" between curb romps Dreferr ed) � aae of roadway F curb Edge of gutter Edge of / B Crosswalk gutter marking Ityp.) / R;, /6' (1.83 ml min. �-►8 t�crosswalk Depre...d/ /6' (1.83 ml min. I marking (typ.) gutternd RAMPS IN LANDSCAPED AREA Depressed/ RAMPS IN PAVED AREA SETBACK 5 5' curb and gutter SETBACK < 5' Turning space Ramp Lower lording Depressed curb and gutter Detectable Turning space Romp Depressed curb warning Q Detectable and gutter 1:50 max. orning� See DETAIL A 1:50 max. 1:12 max. See DETAIL A ©I:I,2_m., 1:50 max. a a SECTION B—B SECTION A—A ©The running slope of the curb ramp shall not 02 The running slope of the curb ramp shall not require the romp length to exceed 15' (4.5 m). require the ramp length to exceed 15' (4.5 m). 6 Flush with top of (150) �r0p 0f curb and top Of Sidewalk See Sheet 2 for GENERAL NOTES. �1 113) Variable 2 (501 R Ram D pf,iE REV:SONS ll,lnals°,a,nen.° :ansoo tailor RaPERPENDICULAR CURB RAMPS mp 1-:-1- �i n r upl to1 d k . thIcKnessUpp, FOR SIDEWALKS 55 J Jonuarr 20 5 \�E%POneiOn joint e O'riy T- g V �rµ��i �� S,IECt I fJi Z) E.LI c.:R OE'°L:.�ahO PROCEDURES --iS W. ne;V `sSwolK ak,.gs DETAIL A SIDE CURB DETAIL STANDARD 824001-08 1'01 EER 0:7E 01N^NU ENVIRO�vMf Ni ~ U fn Rov. GEn. \072�.