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R-1906 - 10/13/2020 - CONTRACTS - Resolutions Exhibits REVIEW OF CONTRACTS Awarding ype of Contract: Depa t; n �_ Pro ram/A unt Number: Aw de Contract Price: 46` — 0 OC> 4 DO B dgeted Amount: q-,) Under$20,000 Q ;500,001 -$1,000,000 $20,000-$500,000 0 Over$1,000,000 ADaD + � Name: DOW: �o Name: Date: to Z dZa Name: Date: Name: Date: )O 8 Three (3)Originals signed by other party Date/InitlalsLl Original provided to staff member for other party Date/Initlals ;20 ej5 Original provided to Official Files 44x Date/Initlals Vinage of Oak Brook I Approved it Board o}Trustees Date/Inalals: 1I1nois Department Local Public Agency of Transportation Formal Contract PROPOSAL SUBMITTED BY K-Five Construction Corp. Contractor's Name 999 Oakmont Plaza Dr., 200 Street P.O.Box - Westmont IL 60559 City State Zip Code STATE OF ILLINOIS COUNTY DUPAGE VILLAGE OF OAK BROOK (Name of City,Village,Town or Road District) FOR THE IMPROVEMENT OF STREET NAME OR ROUTE 16TH STREET SECTION NO. 20-00052-00-9,5 TYPES OF FUNDS MFT ®SPECIFICATIONS(required) ® PLANS (required) ®CONTRACT BOND(when required) For Municipal Projects Department of Transportation _ Subm' ed/Approv d/Passe ❑ Concurrence in approval of award Q Mayor ®President of Board of Trustees ❑Municipal Official Regional Engineer Date `O- Z(t -Z c ZcU Date - For County and Road District Projects Submitted/Approved Highway Commissioner Date Submitted/Approved County Engineer/Superintendent of Highways Date Printed 10/19/2020 Page 1 of 2 BLR 12320(Rev.01/09/14) County DUPAGE Local Public Agency OAK BROOK Section Number 20-00052-00-RS Route 1448(16TH STREET) 1. THIS AGREEMENT,made and concluded the 16TH day of October,2020 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 20-00052-00-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. - Attest: The of Oat ►�YoD� �- Clerk By 4 (Se ,t A / n � '---Party of the First Part G� OF �(�lM`"' �P A9 (If a Corporation) pR Corporate Name K-Five C'5' ion Cor '�g ® By o � y President Robert G. Kru Parry of the Second Part O -�cE�0 T t (If a Co-Partnership) Atte . rqr Secretary 2-03F RATE 3010 0--00¶ Lf== Partners doing Business under the firm name of O Party of the Second Part (If an individual) Party of the Second Part —Printed 10/19/2020 Page 2 of 2 BLR 12320(Rev.01/09/14) L L VILLAGE OF OAK BROOK 2020 STREET IMPROVEMENT PROJECT—16TH STREET TABLE OF CONTENTS I L. Title i Notice to Bidders 6. Bid Proposal Schedule of Prices Contractor Certifications i �- Signatures Bid Bond Affidavit of Illinois Business Office L Apprenticeship or Training Program Certification Affidavit of Availability i L I Tab 1 fr.. Specifications Special Provisions I L Tab 2 LIndex for Supplemental Specifications and Recurring Special Provisions Check Sheet for Recurring Special Provisions LDistrict 1 Special Provisions Aggregate Subgrade Improvement(D-1) LTraffic Control Plan (D-1) LMaintenance of Roadways(D-1) Public Convenience and Safety (D-1) LStatus of Utilities(D-1) L i Completion Date Plus Working Days Friction Aggregate(D-1) Ground Tire Rubber(GTR)Modified Asphalt Binder(D-1) Reclaimed Asphalt Pavement and Reclaimed Asphalt Shingles (D-1) BDE Special Provisions i IDOT Highway Standards Prevailing Wages L Tab 3 Potentially Impacted Property(PIP) Evaluation—LPC 662/663 Forms L L L L L L L County DuPage NOTICE TO BIDDERS Local Public Agency Oak Brook Section Number 20-00052-00-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 5,2020 Address Time Date Sealed proposals will be opened and read publicly at the office of Village of Oak Brook,Office of Purchasing, 1200 Oak Brook Rd,Oak Brook, IL 60523 at 10:00 a.m. on October 5,2020 Address Time Date DESCRIPTION OF WORK Name 2019 Street Improvement Project— 16` Street Length: 522 feet ( 0.10 miles) Location 16`h Street at IL-83 Proposed Improvement Include PCC and HMA milling and HMA resurfacing median removal and replacement,curb and gutter Removal and replacement drainage structure repairs,detector loop replacement 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 ebbel com/bidding-info or at www.guestcdn.com for a$25 nonrefundable fee.Contact QuestCDN at info irguestcdn 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. IDOT 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 ogaleyacbbel.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 9/16/2020 BLR 12200(Rev.01/08/14) 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. Printed 9/16/2020 BLR 12200(Rev.01/08/14) County DuPage PROPOSAL Local Public Agency Oak Brook Section Number 20-00052-00-RS Route 16'^Street(FAU 1448) 1. Proposal of t 1'1''x ( ZY15'!r'V k,0 (nT for the improvement of the above section by the construction of PCC and HMA surface milling with HMA resurfacing, median improvements,curb and gutter removal and replacement,ADA compliant sidewalk installation,drainage structure repairs and landscape restoration a total distance of 522 feet,of which a distance of 522 feet, ( 0.10 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 15 working days or by 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. 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: A�,� Treasurer of Village of Oak Brook The amount of the t3FSOCR.,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 20-00052-00-RS 8. The successful bidder at the time of execution of the contract will be required to deposit a contract bond for the full amount of the award. When a contract bond is not required,the proposal guaranty check will be held in lieu thereof.If this proposal is accepted and the undersigned fails to execute a contract and contract bond as required,it is hereby agreed that the Bid Bond 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. Printed 9/16/2020 BLR 12200(Rev.01/08/14) RETURN WITH BID Illinois Department of Transportation SCHEDULE OF PRICES A bid will be declared unacceptable if neither a unit price nor total price is shown. County PO�cL Local Public Agency Section Route Schedule for Multiple Bids Combination Letter Sections Included in Combinations Total Schedule for Single Bid (For complete information covering these items, see plans and specifications) Bidder's Proposal for making Entire Improvements $197,714.00 Item Items Unit Quantity Unit Price Total No. 1 Supplemental Watering Unit 5 $60.00 $300.00 -r 2 Inlet Filters Each 10 $75.00 $750.00 3 Bituminous Materials (Tack Ct) Pound 4000 $0.01 $40.00 4 Mix for Cracks, Jts. & FI wys Ton 10 $100.00 $1,000.00 5 HMA Leveling Binder Ton 40 $80.00 $3,200.00 6 HMA Surface Cse, Mix D, N70 Ton 485 $100.00 $48,500.00 7 HMA Removal 2" Sq Yd 300 $7.00 $2,100.00 8 Frame & Lids.Type 1, Closed Lid Each 3, $380.00 $1,140.00 9 Concrete Median SB6.12 Sq Ft 300 $20.00 $6,000.00 10 Short Term Pavt Marking Foot 1000 $0.01 $10.00 11 Short Term Pavt Marking Rem Sq Ft 333 $0.01 $3.33 12 Temp Paint Pavt Mkg- Line 4" Foot 1000 $0.01 _ $10.00 13 Sign Panel,T pe 1 Sq Ft 6 $35.00 $210.00 14 Remove Sign Panel, Type 1 Sq Ft 6 $16.00 $96.00 15 Thermo Pavt Marking- L and S Sq Ft 400 $4.80 $1,920.00 16 Thermo Pavt Marking- Line 4" Foot 1000 $1.00 $1,000.00 17 Thermo Pavt Marking- Line 6" Foot 800 $1.45 $1,160.00 18 Thermo Pavt Marking- Line 12" Foot 40 $2.20 $88.00 19 Thermo Pavt Marking- Line 24" Foot 120 $4.40 $528.00 20 Detector Loop Replacement Foot 600 $15.90 $9,540.00 21 Washout Basin L Sum 1 $50.00 $50.00 22 Temp Access (Comm Entr) Each 3 $5o.00 $150.00 23 Concrete Median Removal Sq Ft 300 $15.00 $4,500.00 24 Catch Basin Ty C; 2' Dia. T24 Fr Each 2 $3,250.00 I $6,500.00 25 Frames & Lids to be Ad", Sp! Each 4 $1,200.00 �! $4,800.00 _ 26 Traffic Control & Protection, StanIL Sum v_ .11 $1.00 $1.00 rinted 10/1/2020 Page 1 of 4 BLR 12200a(Rev. 01/24;19) RETURN WITH BID Bidder's Proposal for making Entire Improvements i Item Items Unit Quantity Unit Price Total No. _ 27 Traffic Control & Protection, Stand L Sum 1 $12,600.67 $12,600.67 28 Changeable Message Board Cal Day 14 $35.00 $490.00 29,Telescoping Sign Support Each 1 $150.00 $150.00 30 PCC Driveway Rem and Rep!, 8" Sq Yd 90 $94.50 $8,505.00 31 Drainage Structure to be Ad' Each 5 $400.00 $2,000.00 32 Drainage Structure to be Recon Each 1 $1,850.00 $1,850.00 33 Drainage Structure to be Rem Each 2 $350.00 $700.00 34 PCC Surface Rem. 2" and Var Sq Yd 3614 $8.00 $28,912.00 35 HMA Driveway Rem & Repi, 8" Sq Yd 70 $55.00 $3,850.00 _ 36 Com Curb & Gutter Rem & Repl Foot 500 $48.00 $24,000.00 37 Sodding Sq Yd 200 $15.00 $3,000.00 38 Topsoil Furnish and Place, 4" Sq Yd 200 $30.00 $6,000.00 39 Nitrogen Fertilizer Nutrient Lbs 1 20 $1.00 $20.00 40 Phosphorus Fertilizer Nutrient Lbs 20 $1.00 $20.00 41 Potassium Fertilizer Nutrient Lbs 20 $1.00 $20.00 42 Class D Patch, Type 11, 8" Sq Yd 200 $20.00 $4,000.00 T� 43 Class D Patch: Type ill; 8" jSq Yd 1 200 $20.00 $4,000.00 I 44 Class D Patch, Type IV, 8" jSq Yd 200 $20.00 $4,000.00 END SCHEDULE OF PRICES BID TOTAL = $197,714.00 rinted 10/112020 Page 2 of 4 BLR 12200a(Rev.01/24119) County DuPage '— CONTRACTOR CERTIFICATIONS Local Public Agency Oak Brook Section Number 20-00052-00-RS Route 161h 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 9/16/2020 BLR 12200(Rev.01/08/14) County DuPage SIGNATURES Local Public Agency Oak Brook _ Section Number 20-00052-00-RS Route 16th Street(FAU 1448) (If an individual) Signature of Bidder 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 Construction Corporation Signed By sident Business Address 999 Oakmont Plaza Drive, Suite 200 ��1tilit�lti!!!lff�f Westmont, IL 60559 ```�t��� 3CTIO/N i �O4 1V ?Go�P RATF�p 40: �V�("4�}j 'M M President Robert G . Krug LU: t�11:eAIL4 :,.•. s�e , $Insert Names of Officer Secretary Robert W. Krug �' MIND,. �. ��i"�������, Treasurer Josephine M. Krug 0 -Y[M Attest: Secretary Printed 9/16/2020 BLR 12200(Rev.01/08/14) s 41 Local Agency Illinois Department Proposal Bid Bond of Transportabon _ Route 16th Street County DuPage RETURN WITH BID ( Local Agency Village of Oak Brook Section 20-00052-00-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"LA")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 LA for the above designated section and the PRINCIPAL shalt within fifteen(15)days after award enter into a formal contract,famish surety guaranteeing the faithful performance of the work,and furnish evidence of the required Insurance coverage,all as provided in the"Standard Specifications for Road and Bridge Construction`and applicable Supplemental Specifications,then this obligation shall become void;otherwise it shall remain In full force and effect. IN THE EVENT the LA determines the PRINCIPAL has failed to enter into a formal contract in compliance with any requirements set forth in the preceding paragraph,then the LA acting through its awarding authority shall Immediately be entitled to recover the full penal sum set out above,together with all court costs,all attorney fees,and any other expense of recovery. IN TESTIMONY WHEREOF,the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this 5th day of October, 2020 Principal K-Five Construction Cor tion ny N %J11111111111, (Company Name) By. •COQ<prir� By: Rabe.tG7Krug i resi>t%fi*.�n ( ignabrR�1rT� �� (Signature and Title) A.S (if PRINCIPLE is a joint vertuo coi;r^rs,thtkViSpany names,pnllil authofteQ signatures of each contract -- �0 O surety c©t,Pi nnr G B Continental Casualty Compa Y (.Name of Su �;•• o� ` Kimberly lure of Attorney-in # R. Hol es a STATE OF Illinois ��iJ' •.�LLlN,. ��� ;� SQA COUNTY OF DuPage fdd•3tit��;`tS��� I Karen A. Ryan ,a Notary Public in and for said county, 7$ ' do hereby certify that Robert G. Krug and Kimberly R. Holmes (Insert names of individuals signing on behaff of PRINCIPAL&SURETY) who are each personally known to me to be the same persons whose names are subscribed to the foregoing Instrument on behalf of PRINCIPAL and SURETY,appeared before me this day in person and acknowledged respectively,that they signed and delivered said Instruments as their free and VI voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this 5th d y Oc r, 2020 My commission expires May 15, 2024 K ren A. Ryan ( aryPubtic) Z — ELECTRONIC BID ❑ Electronic bid bond Is allowed(box must be checked by LA if electronic bid bond is allowed) Ld The Principal may submit an electronic bid bond,in lieu of completing the above section of the Proposal Bid Bond Form. By proan electronic bid bond ID code and signing below,the Principal is ensuring the identified electronic bid bond has been executedthe Principal and Surety are firmly bound unto the LA under the conditions of the bid bond as shown above. (If PRINCIPAL is a n03 venture of two or more contractors,an electronic bid bond ID code,company/Bidder name title and date must be affixed for eaccontractor in the venture.) AElectronic Bid Band ID Code (CompanylBidder Name)(Signature and Title) Dat Page 1 of 1 BLR 12230(Rev.7/05) 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 L.. Hartford,an Illinois insurance company,and American Casualty Company of Reading,Pennsylvania,a Pennsylvania insurance company(herein called "the CNA Companies"),are duty 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 Kimberly R. Holmes ,Individually of Naperville, 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- Surety Bond No.: Bid Bond Principal: K-Five Construction Corporation Obligee: Illinois Department of Transportation l.. 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 6w 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 27th day of February,2018. GAS tlq�r INSUR4 Y OF Continental Casualty Company NSF PO ycRo National Fire Insurance Company of Hartford Z� OOAPOAAtf t >' p H `N�flRP�Bq rf� American Ca lty Company of Re ding,Pennsylvania Z • R D ? /�qJ a /ULY 11, = S SEAL Y a ? Iso2 Z � 3d�, Cdr �o w 189? HAft s • Paul T.Bmflat tce President State of South Dakota,County of Minnehaha,ss: On this 27th day of February,2018,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 Lcompanies. J.MOHR 0.0TANY PUB11C(/� SE.kI SOU7:1 D.4NJiF My Commission Expires June 23,2021 J.Mohr Notary Public CERTIFICATE 6. I,D.Johnson,Assistant Secretary of Continental Casualty Company,an Illinois insurance company,National Fire Insurance Company of Hartford, j 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 reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said insurance companies this 5th day of October.2020. GAS uq�l INSURq� o�wn)IV Continental Casualty Company ro ��Q� cF ��� 'os National Fire Insurance Company of Hartford G,oao0AArp O� Q [ o ` ORPDRgt�o American Casualty Company of Reading,Pennsylvania Y . zj u z D O w n' JULY sl, L) � aSEAL )897 HAP`r b • Sa Form F6853-4/20]2 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 1 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 execute various policies,bonds,undertakings and other obligatory instruments of like nature;and L. 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." 6w 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." I ~ 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 b. 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 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." Lw 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 Iprovided 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 L 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 execute Lvarious 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 Lshall be valid and binding on the Company." 1 r - Illinois Department of Transportation Affidavit of Illinois Business Office County DuPage Local Public Agency Village of Oak Brook Section Number 20-00052-00-RS Route 16th Street(FAU 1448) State of Illinois ) ss. County of DuPage ) 1, Robert G. Krug of Westmont Illinois (Name of Affiant) (City of Affiant) (State of Affiant 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. (Si e) Robe G. Krug gJCi,C.......,••Q9i,�� (Print Name of Affiant) Co.*• '�ppRATe-Ur 2020 This instrument was acknowledged before me on the 5th ' , 7-------------------- :, �� _ 41 (SEAL) "OFFICIAL SEAL" Elizabeth Grogan NOTARY PUBLIC, STATE OF ILLINOIS W Canmisaion Ekes 07/29/24 / (Signatur Notary Public) Printed 9/16/2020 BLR 12325(Rev.4/1/07) Illinois Department Apprenticeship or Training of Transportation Program Certification Route 16th Street(FAU 1448) Return with Bid County DuPay-e Local Agency Village of Oak Brook Section 20-00052-00-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. II. 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. III. 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, Flatwork: Cement Masons 11, 502; Laborers 76 Sewer: Laborers 76, Operating Engineers 150, TP,,qrn-,tPr.q 673 Electrical: Electricians 9, 196, 701 Landscaping: Operating Engineers 150 Crack Control: National Allied Workers 831 Guardian/Fence: Ironworkers 63 Printed 9/16/2020 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: 999 Oakmont Plaza Dr, Ste . 200 nature) Address: Westmont IL 60559 Title: Robert G. rug, President i ��!!!!ltiltl1f111!/j��� `�JG-...O N CO f� 1 T Li '� Printed 9/16/2020 BLR 12325(Rev.4/1/07) F1 Vi � . . 999 Oakmont Plaza Drive • Suite 200 •Westmont, IL 60559 ------ — (630) 257-5600 Fax(630) 257-6788 www.k-five.net September 29, 2020 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 Construction Corporation i Joseph odzioch, P.E. ChiefEs ator Illinois Department 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(II.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 isclosure o 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 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 $7,075,000 002 PCC PAVING $20,900,000 003 HMA PLANT MIX Unlimited 017 CONCRETE CONSTRUCTION $40,450,000 031 PAV'T.TEXTUR.&SURF.REM. $2,125,000 032 COLD MILL,PLAN.&ROTOMILL $8,725,000 08A AGGREGATE BASES&SURF.(A) $5,600,000 THIS CERTIFICATE OF ELIGIBILITY IS VALID FROM 7/7/2020 TO 6/30/2021 INCLUSIVE, AND SUPERSEDES ANY CERTIFICATE PREVIOUSLY ISSUED, BUT IS SUBJECT TO REVISION OR REVOCATION, IF AND WHEN CHANGES IN THE FINANCIAL CONDITION OF THE CONTRACTING FIRM OR OTHER FACTS JUSTIFY SUCH REVISIONS OR REVOCATION. ISSUED AT SPRINGFIELD, ILLINOIS ON 7/8/2020. Engineer of Construction IL 494-0645 VILLAGE OF OAK BROOK ADDENDUM NO. 1 TO THE CONTRACT DOCUMENTS FOR MFT FAU 1448 16TH STREET To: All Prospective Bidders All BIDDERS for the above contract shall carefully read the enclosed addendum and consider its impact in the preparation of their bid. The changes to the contract documents are outlined below: Modification No. 1 1. The Schedule of Prices and Summary of Quantities have been updated as follows: a. Item #30 has been revised to PCC DRIVEWAY REMOVAL AND REPLACEMENT,8" b. Item #35 has been revised to HMA DRIVEWAY REMOVAL AND REPLACEMENT,8" c. Item#38 TOPSOIL FURNISH AND PLACE,4"was added. d. Item#39 NITROGEN FERTILIZER NUTRIENT was added. e. Item#40 PHOSPHORUS FERTILIZER NUTRIENT was added. f. Item#41 POTASSIUM FERTILIZER NUTRIENT was added. g. Item#42 CLASS D PATCH,TYPE II,8"was added. h. Item#42 CLASS D PATCH,TYPE III,8"was added. i. Item#42 CLASS D PATCH,TYPE IV,8"was added. Modification No.2 1. Construction Details have been revised. RETURN WITH BID Illinois impar$ ent of Transportation SCHEDULE OF PRICES A bid will be declared unacceptable if neither a unit price nor total price is shown. County Local Public Agency Section Route Schedule for Multiple Bids Combination Letter Sections Included in Combinations Total Schedule for Single Bid (For complete information covering these items,see plans and specifications) Bidder's Proposal for making Entire Improvements Item Items Unit Quantity Unit Price Total No. 1 Supplemental Watering Unit 5 2 Inlet Filters Each 10 3 Bituminous Materials(Tack Ct) Pound 4000 4 Mix for Cracks,Jts,&Flgwys Ton 10 5 HMA Lev ling Binder Ton 40 6 HMA Surface Cse,Mix D,N70 Ton 485 7 HMA Removal 2" Sq Yd 300 8 Frame&Lids,T pe 1,Closed Lid Each 3 9 Concrete Median SB6.12 Sq Ft 300 10 Short Term Pavt Marking Foot 1000 17 Short Term Pavt Marking Rem S Ft 333 12 TemD Paint Pavt Mkg-Line 4" Foot 1000 13 Sign Panel,T pe 1 Sq Ft 6 14 Remove Sign Panel,Type 1 Sq Ft 6 15 Thermo Pavt Marking-L and S Sq Ft 400 16 Thermo Pavt Marking-Line 4" Foot 1000 17 Thermo Pavt Marking-Line 6" Foot 800 18 Thermo Pavt Marking-Line 12" Foot 40 19 Thermo Pavt Marking-Line 24" Foot 120 20 Detector Loop Replacement Foot 600 21 Washout Basin L Sum 1 22 Tem Access Comm Entr Each 3 23 Concrete Median Removal Sq Ft 300 24 Catch Basin Ty C,2'Dia,T24 Fr Each 2 25 Frames&Lids to be T77Ad',Spl Each 4 26 Traffic Control&Protection,Stan L Sum 1 'rinted 10/1/2020 Page 1 of 4 BLR 12200a(Rev.01/24/19) RETURN WITH BID i Bidder's Proposal for making Entire improvements Item No. Items Unit Quantity Unit Price Total 27 Traffic Control & Protection; Stand L Sum 1 28 Changeable Message Board Cal Day 14 29 Telescoping Sign Support Each 1 _ 30 PCC Driveway Rem and Rep;. 8" Sq Yd 90 31 Drainage Structure to be Adj Each 5 32 Drainage Structure to be Recon Each 1 33 Drainage Structure to be Rem Each 2 34 PCC Surface Rem, 2" and Var Sq Yd 3614 35 HMA Drivewa Rem &Repl, 8" Sq Yd 70 36 Com Curb & Gutter Rem & Repi Foot 500 37 Sodding Sq Yd 200 38 Topsoil Furnish and Place, 4" Sq Yd 200 39 Nitrogen Fertilizer Nutrient Lbs 20 —r::::40 Phosphorus Fertilizer Nutrient Lbs 20 41 Potassium Fertilizer Nutrient Lbs 20 42 Class D Patch, Type 11, 8" Sq Yd 200 43 Class D Patch; Type ill. 8" Sq Yd 200 44 Class D Patch.. Type IV. 8" Sq Yd 200 END SCHEDULE OF PRICES BID TOTAL = i 1 rinted 10/1/2020 Page 2 of 4 BLR 12200a(Rev.01/24/19) I2•• 1,, i., A DIT.SURFACE EXISTING DRIVEWAY PAYENENT OR PCC •SAWCUT .` e --.---.— SIDEWALK SLOPE S. i0 PARKWAY j PROPOSED DRIVEWAY PAVEMENT ' 2-•i EPDXY COATED SMOOTH (SEE NOTE 11 q �LCURB 1EETS LONG) N 6"41N i" EXISTING P.C.C./HMA 9•(SEE NOTE P OR EXISTING CURB — BASE COURSE - TD•WHEN PCC BASE COURSE>B' AND CUTTER •PROPOSED PAVEMENT REMOVAL L •PROPOSED P.C.C•BASE COURSE,8" (TO BE POURED SEPARATELY) • SAWCUT INCLUDED IN COST aREMOVAVALNAAND REPLACEMENT COMBITION CONCRETE —IISPECIAL) A •x"EARTH EXCAVATION AND REPLACEMENT PLAN WITH SUBBASE GRANULAR MATERIAL.TYPE B 4" COMBINATION CONCRETE CURB & GUTTER PROPOSED DRIVEWAY REMOVAL AND REPLACEMENT-(SPECIAL) PAVEMENT NOTES, (SEE NOTES 1, EXIST. DRIVEWAY NOT i0 SCALE 2, AND 3) PAVEMENT OR I.CONTRACTOR SHALL ENSURE NO HONEY COMBING THE BACK SIDEWALK OF THE CURB.WITH PROPER MORTAR CEMENT,THE TOP A" )Y4'PREFORMED MUST BE RUBBED FINISH.NO ADDITIONAL COMPENSATION WILL EXPANSION JOINT FILLER BE PAID FOR TN1S WORK. (P.C.C.DRIVEWAYS ONLY) 8.0.-- --MAx_- 2.AT ALL MALL B INCREASED TO OEPRESSEO CURB LOCATIONS.GUTTER —1 DEPTH SNAIL BE INCREASED TO 12". _J EXISTING COMBINATION -Yx"PREFORMED CONCRETE CURB AND GUTTER EXPANSION JOINT FILLER (P.C.C.DRIVEWAYS ONLYI EXISTING DRIVEWAY APRON TO BE REMOVED TYPICAL DRIVEWAY DETAIL 10'-CT 8'-CT H 1" UD (2) 1" UD c21 NOTES: 3�6, 1. ALL REQUIRED EARTH EXCAVATION TO CONSTRUCT P.C.C. OR 1 HMA DRIVEWAY REPLACMENT, 8" SHALL BE INCIDENTAL TO THE COST OF PROPOSED P.C.C. OR HMA DRIVEWAY REPLACMENT, 8". 2. HMA DRIVEWAY REPLACEMENT, 8" SHALL CONSIST OF: 6, -HOT MIX ASPHALT SURFACE COURSE, MIX "D" N70 2" HOT MIX ASPHALT BINDER COURSE, IL-19.0, N70 6" EL9' -AGGREGATE BASE COURSE, TYPE B 2" 6' 1, 3. AGGREGATE BASE, TYPE B, 2" SHALL BE INCLUDED IN THE J COST OF PCC DRIVEWAY REMOVAL AND REPLACEMENT, 8". 3 1" UD (2) 3,J 16 I 9 16 I 1�I DETECTOR LOOP LAYOUT DETAIL DETECTOR LOOP LAYOUT DETAIL "FAR OUT" DETECTION DUAL LEFT TURN SAYS �s n+ne s[s ra.rt. .er„r.., DESIGNED - KBL REVISED _ _ __ ' u..no.suum.mermwen.r. — icer PrP ._.___ 11T. SECTIOH -CGIxRTT SNEE S_ND. .,,..,...,v•„(.,.m.�.•r..., .�,:_W& Ri'.vis[O - — STATE OF ILLINOIS CONSTRUCTION DETAILS xxxx� Ivooa!)•oo-Rs _ coon }-U _ --- .___- . ..__. 1 O. •���s�•.E CNECKEO - occ .REVISED DEPARTMENT OF TRANSPORTATION LCALE-, - _ _._----_- ._.-.- CONig1C7 NO.xxx>ix E L)E/19 SNiEI N0. OF SME75 STA. TO STL -YLKW6eIp MO next. TE(MM/DD/YYYY) ,A�o® CERTIFICATE OF LIABILITY INSURANCE 710/14/2020 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(les) 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 NAME: Jo-Ann E.Billo,CISR,CRIS HUB International Midwest Limited PyHONN Ext): 815-215-4712 A/c No:877-224-9706 1411 Opus Place, Suite 450 E-MAIL Downers Grove IL 60515 ADDRESS: JoAnn.Billo@HUBintemational.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Allied World National Assurance Company 10690 INSURED K-FICON-01 INSURER B: Hartford Fire Insurance Company 19682 K-Five Construction Corporation T999 Oakmont Plaza Drive, Suite 200 INSURER C:Scottsdale Insurance Company 41297 Westmont IL 60559 INSURER D: Navigators Insurance Company 42307 INSURER E: Markel American Insurance Company 28932 _ INSURER F: Hartford Casualty Insurance Company 29424 COVERAGES CERTIFICATE NUMBER:424655010 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 TYPE OF INSURANCE ADDL SUBR POLICY NUMBER MM/DYEFF/YYYY MM/POLICY LIMITS LTR A X COMMERCIAL GENERAL LIABILITY Y 6004-0206 2/28/2020 2/28/2021 EACH OCCURRENCE $1,000,000 CLAIMS-MADE 7x OCCUR PREM SES Ea occurrence $300,000 TX XCU Incl/BFPD 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 ]JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 �- OTHER: I I $ B AUTOMOBILE LIABILITY 83UENQU2771 2/28/2020 2/28/2021 COMBINED SINGLE LIMIT $2,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ OWNEDSCHEDULED BODILY INJURY(Per accident) $ y AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident Hired Physical Damage $130,000 ACV C X UMBRELLA LIAB X IOCCUR XLS0113189 2/28/2020 2/28/2021 EACH OCCURRENCE $5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED I X RETENTION$ 'FOLLOWS FORM' $ PER T F WORKERS COMPENSATION 83WNQU2770 2/28/2020 2/28/2021 X ISTATUTE I ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE Y❑NN N/A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 — If yes,describe under E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below D Excess Liability(5x5) H020EXCZ01 C6UIV 2/28/2020 2/28/2021 Each Occ/Aggregate $5MM/$5MM E Excess Liability(15x10) MKLM4EUE100559 2/28/2020 2/28/2021 Each Occ/Aggregate $15MM/$15MM DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Installation/Builders Risk-QT-660-20421833 Carrier:Charter Oak Fire Ins.Co.; Eff:2/28/2020-2/28/2021;Any One Jobsite Limit:$1,000,000 Leased/Rented Equipment-Policy#QT-660-2C421833 Carrier:Charter Oak Fire Ins.Co.; Eff:2/28/2020-2/28/2021;Limit:$600,000 Per Item Pollution/Professional-Policy#0310-5780 Carrier:Allied World Assurance Co. Inc.;Eff:2/28/2020-2/28/2021;Each Loss/Aggr Limit: $2,000,000 �Re:K-Five Job 20091-VILLAGE OF OAK BROOK 2020 STREET IMPROVEMENT PROJECT—16TH STREET DUPAGE County;Section Number 20-00052-00-RS-Route 16th Street(FAU 1448) See Attached... CERTIFICATE HOLDER CANCELLATION ' SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE T THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Oak Brook ACCORDANCE WITH THE POLICY PROVISIONS. Office of Purchasing, 1200 Oak Brook Rd, AUTHORIZED REPRESENTATIVE Oak Brook IL 60523 ©1988-2015 ACORD CORPORATION. All rights reserved. 4CORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: K-FICON-01 LOC#: ACORD® ADDITIONAL REMARKS SCHEDULE Page 1 of 1 iAGENCY NAMED INSURED HUB International Midwest Limited K-Five Construction Corporation 999 Oakmont Plaza Drive,Suite 200 POLICY NUMBER Westmont IL 60559 CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE additional Insureds on General Liability if required by written contract:Village of Oak Brook and Illinois Department of Transportation and their Officers and Employees The coverage&limits conform to the minimums required by Article 107.27 of the standard Specifications for Road&Bridge Construction T i NCORD 101 (2008101) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD POLICY NUMBER: 6004-0206 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Locations Of Covered Operations Any owner, lessee, or contractor whom you All Locations of the Named Insured have agreed to include as an additional insured under a fully executed written contract or written agreement, provided that such was executed prior to an "occurrence", loss, injury or damage. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. A. Section II—Who Is An Insured is amended to 1. The insurance afforded to such additional include as an additional insured the person(s)or insured only applies to the extent permitted by organization(s) shown in the Schedule, but only law;and with respect to liability for"bodily injury","property 2. If coverage provided to the additional insured is damage" or "personal and advertising injury" required by a contract or agreement, the caused,in whole or in part,by: insurance afforded to such additional insured 1. Your acts or omissions;or will not be broader than that which you are 2. The acts or omissions of those acting on your required by the contract or agreement to behalf; provide for such additional insured. in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: CG 20 10 04 13 ©Insurance Services Office,Inc.,2012 Page 1 of 2 B. With respect to the insurance afforded to these C. With respect to the insurance afforded to these additional insureds, the following additional additional insureds, the following is added to exclusions apply: Section III—Limits Of Insurance: This insurance does not apply to"bodily injury"or If coverage provided to the additional insured is "property damage"occurring after: required by a contract or agreement,the most we 1. All work, including materials, parts or will pay on behalf of the additional insured is the equipment furnished in connection with such amount of insurance: _. work, on the project (other than service, 1. Required by the contract or agreement;or maintenance or repairs)to be performed by or 2, Available under the applicable Limits of on behalf of the additional insured(s) at the Insurance shown in the Declarations; location of the covered operations has been completed;or whichever is less. 2. That portion of"your work" out of which the This endorsement shall not increase the injury or damage arises has been put to its applicable Limits of Insurance shown in the intended use by any person or organization Declarations. other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. Page 2 of 2 0 Insurance Services Office,Inc.,2012 CG 20 10 04 13 POLICY NUMBER:6004-0206 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Or anization s Location And Description Of Completed Operations Any owner, lessee, or contractor whom All Locations of the Named Insured you have agreed to include as an additional insured under a fully executed written contract or written agreement, provided that such was executed prior to an "occurrence", loss, in'ur or damage. Information required to complete this Schedule,if not shown above,will be shown in the Declarations. A. Section II-Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s)or additional insureds, the following is added to organization(s)shown in the Schedule, but only Section III-Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is "property damage"caused,in whole or in part,by required by a contract or agreement, the most we ' "your work" at the location designated and will pay on behalf of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and included in the "products-completed operations 1. Required by the contract or agreement;or hazard". 2. Available under the applicable Limits of However: Insurance shown in the Declarations; 1. The insurance afforded to such additional whichever is less. insured only applies to the extent permitted This endorsement shall not increase the applicable by law;and Limits of Insurance shown in the Declarations. _ 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 04 13 ©Insurance Services Office,Inc.,2012 Page 1 of 1 TAB 1 Illinois Department of Transportation Special Provisions The following Special Provisions supplement the"Standard Specifications for Road and Bridge Construction", Adopted April 1, 2016 , 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 16th Street MFT Project , and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern. 1 1 BLR 11310(Rev.7/05) Page 1 of 1 Printed on 9/13/2019 1:57:42 PM L SPECIAL PROVISIONS L SODDING (SPECIAL) Description.This work shall consist of preparing the ground surface, excavating 4", furnishing Land 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". L 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. I L L TAB 2 L L INDEX FOR L SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS LAdopted January 1,2019 This index contains a listing of SUPPLEMENTAL SPECIFICATIONS,frequently used A RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS. L ERRATA Standard Specifications for Road and Bridge Construction (Adopted 4-1-16) (Revised 1-1-19) I 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 Sealing4 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 Patching29 .............................................................................. 502 Excavation for Structures ..................................................................... 30 503 Concrete Structures ............................................................................. 32 L 504 Precast Concrete Structures ................................................................ 35 542 Pipe Culverts ........................................................................................ 36 586 Sand Backfill for Vaulted Abutments .................................................... 37 L 602 Catch Basin, Manhole, Inlet, Drainage Structure, and Valve Vault Construction,Adjustment,and Reconstruction .................................... 39 L 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 L 704 Temporary Concrete Barrier................................................................. 46 780 Pavement Striping 48 781 Raised Reflective Pavement Markers .................................................. 49 888 Pedestrian Push-Button........................................................................ 50 L1001 Cement................................................................................................. 51 1003 Fine Aggregates ................................................................................... 52 1004 Coarse Aggregates .............................................................................. 53 L1006 Metals............................................................. ...................................... 56 1020 Portland Cement Concrete ................................................................... 58 L 1043 Adjusting Rings .................................................................................... 60 1050 Poured Joint Sealers ............................................................................ 62 1069 Pole and Tower ............................................... 64 1077 Post and Foundation ............................................................................ 65 1096 Pavement Markers ............................................................................... 66 L 1101 General Equipment .............................................................................. 67 ii L L L 1102 Hot-Mix Asphalt Equipment.................................................................. 68 L 1103 Portland Cement Concrete Equipment................................................. 70 1105 Pavement Marking Equipment ............................................................. 72 1106 Work Zone Traffic Control Devices....................................................... 74 L L L L- L I L L L L L L L L 6. iii — Illinois Department Check Sheet for Recurring Special Provisions Tr of ansportation 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 83 2 ❑ Subletting of Contracts(Federal-Aid Contracts) 86 -- 87 3 ❑ EEO 97 4 F-] Specific EEO Responsibilities Non Federal-Aid Contracts 102 5 ElRequired Provisions-State Contracts 108 6 ❑ Asbestos Bearing Pad Removal 7 ❑ Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 109 8 ❑ Temporary Stream Crossings and In-Stream Work Pads 110 9 ❑ Construction Layout Stakes Except for Bridges 111 114 10 ❑ Construction Layout Stakes 117 11 ❑ Use of Geotextile Fabric for Railroad Crossing 119 12 ❑ Subsealing of Concrete Pavements ❑ 123 -- 13 Hot-Mix Asphalt Surface Correction 125 14 ❑ Pavement and Shoulder Resurfacing 126 15 ❑ Patching with Hot-Mix Asphalt Overlay Removal 128 16 ❑ Polymer Concrete 130 17 ❑ PVC Pipeliner 131 18 ❑ Bicycle Racks F-] 133 19 Temporary Portable Bridge Traffic Signals ❑ 135 20 Work Zone Public Information Signs 136 21 ❑ Nighttime Inspection of Roadway Lighting 137 22 ❑ English Substitution of Metric Bolts 138 23 E] Calcium Chloride Accelerator for Portland Cement Concrete 139 24 ® Quality Control of Concrete Mixtures at the Plant 147 25 ® Quality Control/Quality Assurance of Concrete Mixtures 163 26 ❑ Digital Terrain Modeling for Earthwork Calculations 165 27 ❑ Reserved 28 ❑ Preventive Maintenance- Bituminous Surface Treatment(A-1) 166 172 29 ❑ Reserved 173 30 ❑ Reserved 174 31 ❑ Reserved ❑ 175 32 Temporary Raised Pavement Markers ❑ 176 33 Restoring Bridge Approach Pavements Using High-Density Foam 179 34 ❑ Portland Cement Concrete Inlay or Overlay ❑ 183 35 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 186 36 ® Longitudinal Joint and Crack Patching Printed 09/16/20 Page 1 of 2 BLR 11300(Rev. 10/16/19) 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 189 LRS 2 ❑ Furnished Excavation 190 LRS 3 ® Work Zone Traffic Control Surveillance 191 LRS 4 ® Flaggers in Work Zones 192 LRS 5 ® Contract Claims 193 LRS 6 ® Bidding Requirements and Conditions for Contract Proposals 194 LRS 7 ❑ Bidding Requirements and Conditions for Material Proposals 200 LRS 8 Reserved 206 LRS 9 ❑ Bituminous Surface Treatments 207 LRS 10 Reserved 208 LRS 11 ® Employment Practices 209 LRS 12 ® Wages of Employees on Public Works 211 LRS 13 ® Selection of Labor 213 LRS 14 ❑ Paving Brick and Concrete Paver Pavements and Sidewalks 214 LRS 15 ® Partial Payments 217 LRS 16 ❑ Protests on Local Lettings 218 LRS 17 ® Substance Abuse Prevention Program 219 LRS 18 ❑ Multigrade Cold Mix Asphalt 220 Printed 09/16/20 Page 2 of 2 BLR 11300(Rev. 10/16/19) I r L TRAFFIC CONTROL PLAN(DISTRICT 1) Effective: September 30, 1985 Revised: January 1,2007 1 L 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 LHighway Standards, Details, Quality Standard for Work Zone Traffic Control Devices, Recurring Special Provisions and Special Provisions contained herein, relating to traffic control. L The Contractor shall contact the District One Bureau of Traffic at least 72 hours in advance Lof 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. 6. 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 11 Effective. May 1, 2012 Revised: July 15, 2012 Add the following to the end of the fourth paragraph of Article 107.09: "If the holiday is on a Saturday or Sunday, and is legally observed on a Friday or Monday, the length of Holiday Period for Monday or Friday shall apply." Add the following sentence after the Holiday Period table in the fourth paragraph of Article 107.09: "The Length of Holiday Period for Thanksgiving shall be from 5:00 AM the Wednesday prior to 11:59 PM the Sunday After" 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 Revised: January 1, 2020 Utility companies and/or municipal owners located within the construction limits of this project have provided the following information regarding 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. UTILITIES 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 below; 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. Pre-Stage STAGE / TYPE DESCRIPTION RESPONSIBLE DURATION OF LOCATION AGENCY TIME Stage 1 STAGE/ TYPE DESCRIPTION RESPONSIBLE DURATION OF LOCATION AGENCY TIME Stage 2 STAGE / TYPE DESCRIPTION RESPONSIBLE DURATION OF LOCATION AGENCY TIME No conflicts to be resolved (or if there are conflicts they are to be listed as noted above) Pre-Stage: Days Total Installation Stage 1: Days Total Installation Stage 2: Days Total Installation The following contact information is what was used during the preparation of the plans as provided by the owner of the facility. Agency/Company Name of Address Phone e-mail address Responsible to contact _ Resolve Conflict AT&T Steve 1000 (630) 573- g11629Ca�att.com (DISTRIBUTION) Larson Commerce 5450 Drive, Floor —' 1, Oak Brook, IL 60523 _ COMCAST Martha 688 Industrial (224) 229- martha gieras(a-cable.comcast.com Gieras Drive, 5862 Elmhurst, IL 60126 COMED Lisa 2 Lincoln (630) 576- PlanSubmittalsandMap Argast Center, 7094 Requests(c exeloncorp.com Oakbrook Terrace, IL 60181 DUPAGE COUNTY William 421 N. (630) 407- william.eidson(c-dupageco.org DIVISION OF Eidson County Farm 6900 TRANSPORTATION Road, 2nd Floor, Wheaton, IL 60187 DUPAGE WATER Ken 600 E. (630) 516- nilesdpwc.org COMMISSION Niles Butterfield 1932 Road, Elmhurst, IL 60126 MCI —VERIZON Dean 2400 N. (972) 729- investigations(�verizon.com Boyers Glenville 6322 Drive, Richardson, TX 75082 NICOR GAS Bruce 1844 Ferry (630) 388- bkoppang(o-aglresources.com Koppang Road, 3046 Naperville, IL 60563 WOW INTERNET & Paul 1674 (630) 536- Paul.flinkow(a.wowinc.com CABLE Flinkow Frontenac 3139 Road, Naperville, IL 60563 The above represents the best information available to the Department and is included for the convenience of the bidder. The days required for conflict resolution should be taken into account in the bid as this information has also been factored into the timeline identified for the project when setting the completion date. The applicable portions of the Standard Specifications for Road and Bridge Construction shall apply. 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 1 �- 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 L (a)Coarse Aggregate ...........................................................................................1004.07 (b)Reclaimed Asphalt Pavement(RAP)(Notes 1,2 and 3) .....................................1031 L 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 L 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, L. "Reclaimed Asphalt Pavement(RAP)for Aggregate Applications". I' 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 t 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 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 Sieve Size and Percent Passing Grad No. 8„ 6° 4„ 2„ #4 CS 01 100 97 + 3 90 ± 10 45 ± 25 20 ± 20 COARSE AGGREGATE SUBGRADE GRADATIONS (Metric) Grad No. Sieve Size and Percent Passin 200 mm 150 mm 100 mm F 50 mm 4.75 mm CS 01 100 97 ± 3 90 ± 10 1 45 ± 25 20 ± 20 (2) The 3 in. (75 mm) capping aggregate shall be gradation CA 6 or CA 10. w s. s COMPLETION DATE PLUS WORKING DAYS ` Effective: September 30, 1985 Revised: January 1,2007 LRevise Article 108.05(b)of the Standard Specifications as follows: "When a completion date plus working days is specified,the Contractor shall complete i all contract items and safely open all roadways to traffic by 11:59 PM on, 10/31/20 except as specified herein. The Contractor will be allowed to complete all clean-up work and punch list items within .. 2 working days after the completion date for opening the roadway to traffic. Under extenuating circumstances the Engineer may direct that certain items of work, not affecting the safe opening of the roadway to traffic, may be completed within the working days allowed for clean up work and punch list items. Temporary lane closures for this work may be allowed at the discretion of the Engineer. ('The completion date for shall be )" Article 108.09 or the Special Provision for "Failure to Complete the Work on Time', if i included in this contract,shall apply to both the completion date and the number of working days. L i i 6. L FRICTION AGGREGATE (D-1) Effective: February 22, 2012 Revised: April 1, 2016 Revise Article 1004.03(a) of the Standard Specifications to read: "1004.03 Coarse Aggregate for Hot-Mix Asphalt (HMA). The aggregate shall be according to Article 1004.01 and the following. (a) Description. The coarse aggregate for HMA shall be according to the following table. Use Mixture Aggregates Allowed _ Class A Seal or Cover Allowed Alone or in Combination 51: Gravel Crushed Gravel Carbonate Crushed Stone Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag Crushed Concrete HMA Stabilized Allowed Alone or in Combination 51: Low ESAL Subbase or Gravel Shoulders Crushed Gravel Carbonate Crushed Stone Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag's Crushed Concrete HMA Binder Allowed Alone or in Combination High ESAL IL-19.0 Crushed Gravel Low ESAL or IL-19.OL Carbonate Crushed Stone 2/ .. SMA Binder Crystalline Crushed Stone Crushed Sandstone Crushed Slag (ACBF) Crushed Concrete 3/ Use Mixture Aggregates Allowed HMA C Surface and Allowed Alone or in Combination High ESAL Leveling Binder Crushed Gravel Low ESAL IL-9.5 or IL-9.5L Carbonate Crushed Stone 21 SMA Crystalline Crushed Stone Ndesign 50 Crushed Sandstone Crushed Slag (ACBF) Surface Crushed Steel Slag" Crushed Concrete3/ HMA D Surface and Allowed Alone or in Combination 5/: High ESAL Leveling Binder Crushed Gravel IL-9.5 Carbonate Crushed Stone (other than SMA Limestone)2/ Ndesign 50 Crystalline Crushed Stone Surface Crushed Sandstone Crushed Slag (ACBF) Crushed Steel Slag" Crushed Concrete 3/ Other Combinations Allowed: Up to... With... 25% Limestone Dolomite 50% Limestone Any Mixture D aggregate other than Dolomite 75% Limestone Crushed Slag (ACBF)or Crushed Sandstone HMA E Surface Allowed Alone or in Combination sial. High ESAL IL-9.5 SMA Crystalline Crushed Stone Ndesign 80 Crushed Sandstone Surface Crushed Slag (ACBF) Crushed Steel Slag No Limestone. Other Combinations Allowed: Up to... With... Use Mixture Aggregates Allowed 50% Dolomite 21 Any Mixture E aggregate 75% Dolomite 21 Crushed Sandstone, Crushed Slag (ACBF), Crushed Steel Slag, or Crystalline Crushed Stone 75% Crushed Crushed Grave 121 or Crushed Sandstone, Concrete 31 Crystalline Crushed Stone, Crushed Slag (ACBF), or Crushed Steel Slag HMA F Surface Allowed Alone or in Combination sisi. High ESAL IL-9.5 Crystalline Crushed Stone SMA Crushed Sandstone Ndesign 80 Crushed Slag (ACBF) Surface Crushed Steel Slag No Limestone. Other Combinations Allowed: law Up to... With... 50% Crushed Crushed Grave 12/, Crushed Sandstone, Concrete31, or Crushed Slag Dolomite 2/ (ACBF), Crushed Steel Slag, or Crystalline Crushed Stone 1/ Crushed steel slag allowed in shoulder surface only. 2/ Carbonate crushed stone (limestone) and/or crushed gravel shall not be used in SMA Ndesign 80. In SMA Ndesign 50, carbonate crushed stone shall not be blended with any of the other aggregates allowed alone in Ndesign 50 SMA binder or Ndesign 50 SMA surface. 3/ Crushed concrete will not be permitted in SMA mixes. 4/ Crushed steel slag shall not be used as leveling binder. 5/ When combinations of aggregates are used, the blend percent measurements shall be by volume." 6/ Combining different types of aggregate will not be permitted in SMA Ndesign 80." GROUND TIRE RUBBER (GTR) MODIFIED ASPHALT BINDER (D-1) _ Effective: June 26, 2006 Revised: April 1, 2016 Add the following to the end of article 1032.05 of the Standard Specifications: "(c) Ground Tire Rubber (GTR) Modified Asphalt Binder. A quantity of 10.0 to 14.0 percent GTR (Note 1) shall be blended by dry unit weight with a PG 64-28 to make a GTR 70-28 or a PG 58-28 to make a GTR 64-28. The base PG 64-28 and PG 58-28 asphalt binders shall meet the requirements of Article 1032.05(a). Compatible polymers may be added during production. The GTR modified asphalt binder shall meet the requirements of the following table. Asphalt Grade GTR Asphalt Grade Test 70-28 GTR 64-28 Flash Point (C.O.C.), 450 (232) 450 (232) AASHTO T 48, OF (°C), min. Rotational Viscosity, AASHTO T 316 @ 275 OF (135 °C), Poises, 30 (3) 30 (3) Pa-s, max. Softening Point, 135 (57) 130 (54) AASHTO T 53, OF (°C), min. Elastic Recovery, ASTM D 6084, Procedure A (sieve waived) 65 @ 77 OF, (25 °C), aged, ss, 65 100 mm elongation, 5 cm/min., cut immediately, %, min. Note 1. GTR shall be produced from processing automobile and/or light truck tires by the ambient grinding method. GTR shall not exceed 1/16 in. (2 mm) in any dimension and shall contain no free metal particles or other materials. A mineral powder (such as talc) meeting the requirements of AASHTO M 17 may be added, up to a maximum of four percent by weight of GTR to reduce sticking and caking of the GTR particles. When tested in accordance with Illinois modified AASHTO T 27, a 50 g sample of the GTR shall conform to the following gradation requirements: Sieve Size Percent Passing No. 16 1.18 mm 100 No. 30 (600 m) 95 ± 5 No. 50 (300 m) > 20 Add the following to the end of Note 1. of article 1030.03 of the Standard Specifications: I i L "A dedicated storage tank for the Ground Tire Rubber(GTR) modified asphalt binder shall be provided. This tank must be capable of providing continuous mechanical mixing throughout by continuous agitation and recirculation of the asphalt binder to provide a uniform mixture. The tank shall be heated and capable of maintaining the temperature of the asphalt binder at 300 IF to 350 IF(149°C to 177°C). The asphalt binder metering systems of dryer drum plants shall be calibrated with the actual GTR modified asphalt binder material with an accuracy of±0.40 percent." Revise 1030.02(c)of the Standard Specifications to read: +- "(c) RAP Materials(Note 5).............................................................1031" Add the following note to 1030.02 of the Standard Specifications: Note 5. When using reclaimed asphalt pavement and/or reclaimed asphalt ` shingles,the maximum asphalt binder replacement percentage shall be according to the most recent special provision for recycled materials. ti L HOT-MIX ASPHALT BINDER AND SURFACE COURSE (D-1) Effective: November 1, 2019 Revised: February 2, 2020 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) 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 SMA 12.5 2/ CA 134', CA 14, or CA 16 HMA High ESAL SMA 9.5 2/ CA 133/41 or CA 163/ IL-9.5 CA 16, CM 134/ IL-9.5FG CA 16 IL-19.OL CA 11 ' HMA Low ESAL IL-9.5L CA 16 1/ CA 16 or CA 13 may be blended with the CA 11. 2/ The coarse aggregates used shall be capable of being combined with 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 <_ 2.0 percent." HMA Nomenclature. Revise the "High ESAL" portion of the table in Article 1030.01 to read: IL-19.0, IL-9.5, IL-9.5FG, Binder Courses IL-4.75, SMA 12.5, "High ESAL Stabilized Subbase IL-19.0 Surface Courses IL-9.5, IL-9.5FG, 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 (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 a 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 Supplemental Specifications to read: High ESAL, MIXTURE COMPOSITION (% PASSING) 1 Sieve IL-19.0 mm SMA 12.5 SMA 9.5 IL-9.5mm IL-4 75 mm Size min max min max min max min max min max 1 1/2 in (37.5 mm) 1 in. (25 mm) 100 3/4 in. (19 mm) 90 100 100 1/2 in. (12.5 mm) 75 89 80 100 100 100 100 3/8 in. (9.5 mm) 65 90 100 90 100 100 (4.75 mm) 40 60 20 30 36 50 34 69 90 100 L #8 (2 36 mm) 20 42 16 24 41 16 324/ 34 si 52 zi 70 90 #16 15 (1.18 mm) 30 10 32 50 65 #30 (600µm) 12 16 12 18 #50 (300µm) 6 15 4 15 15 30 #100 (150µm) 4 9 3 10 10 18 #200 um) 3 6 7.0 9.0 7.5 9.5 4 6 7 9' (75 #635 <_3.0 53.0 (20µm) Ratio Dust/Asphalt Binder 1 0 1.5 1.5 1 0 1.0 1/ Based on percent of total aggregate weight. 2/ The mixture composition shall not exceed 44 percent passing the #8 (2.36 mm) sieve for surface courses with Ndesign = 90. 3/ Additional minus No. 200 (0.075 mm) material required by the mix design shall be mineral filler, unless otherwise approved by the Engineer. 4/ When establishing the Adjusted Job Mix Formula (AJMF) the percent passing the #8 (2.36 mm) sieve shall not be adjusted above the percentage stated on the table. 5/ When establishing the Adjusted Job Mix Formula (AJMF) the percent passing the #8 (2.36 mm) sieve shall not be adjusted below 34 percent. Revise Article 1030.04(b)(1) of the Standard Specifications to read: "(1) High ESAL Mixtures. The target value for the air voids of the HMA shall be 4.0 percent, for IL-4.75 it shall be 3.5 percent and for Stabilized Subbase it shall be 3.0 percent at the design number of gyrations. The voids in the mineral aggregate (VMA) and voids filled with asphalt binder (VFA) of the HMA design shall be based on the nominal maximum size of the aggregate in the mix and shall conform to the following requirements. VOLUMETRIC REQUIREMENTS _ High ESAL Voids in the Mineral Aggregate Voids Filled (VMA), with Asphalt % minimum Binder Ndesign (VFA), IL-19.0; IL-4.75 % Stabilized Subbase IL-9.5 IL- 19.0 50 18.5 65 -7821 70 13.5 15.0 65 - 75 90 1/ Maximum draindown for IL-4.75 shall be 0.3 percent. 2/ VFA for IL-4.75 shall be 72-85 percent." Revise the table in Article 1030.04(b)(3) to read: "VOLUMETRIC REQUIREMENTS, SMA 12.5 '/ and SMA 9.5 n Design Air oVoids Voids in the Mineral Voids Filled Ndesi g Target /o Aggregate with Asphalt (VMA), /o min. (VFA), /o 804/ 3.5 17.0 v 75 - 83 16.0 ON 1/ 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. 2/ Applies when specific gravity of coarse aggregate is >_ 2.760. 3/ Applies when specific gravity of coarse aggregate is < 2.760. 4/ 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." 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." 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 93.02/_ 97.4 % 90.0% SMA Ndesign = 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: "o) 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 Bond#30104260 �l ��ICIOLS D��'�Jlt Transportation Contract Bond Route 1611 Street County DuPage Local Agency Oak Brook Section 20-00052-00-RS We, K-Five Construction Corporation 999 Oakmont Plaza Drive Suite 200 Westmont,Illinois 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 Street Chicago Illinois 60606 as SURETY, are held and firmly bound unto the above Local Agency(hereafter referred to as"LA")in the penal sum of One Hundred Ninety Seven Thousand Seven Hundred and Fourteen and No/100------------------- Dollars ------------------ Dollars ( g 197,714.00 ),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 10/16/2020 7:27:45 AM IN TESTIMONY WHEREOF,the said PRINCIPAL and the said SURETY have caused this instrument to be signed by their respective officers this 16th day of October A.D. 2020 PRINCIPAL K-Five Construction Cor orationttiulftt (Co N e ���(;I.......CO (Company Name) By: // ATS*,-- BY: Robert re (S' I 71% (Signature&Title) Attest: s O Attest: Robert W.Kr u a etary (Signature i ) :O= (Signature&Title) (if PRINCIPAL is a joint venture of 1rgt ntrA�yr5="fcompany names and authorized signature of each contractor must be affixed.) :may'•../LLI{�p' .�' STATE OF ILLINOIS, COUNTY OF t) 6 q Q 411 a Notary Public in and for said county,do hereby ce tify that m 45 Robert G.Krug and Rdlfert W.Krug o (Insert names of individuals signing on behalf or PRINCIPAL) Qp rn who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrum ro of PRINCIPAL,appeared before me this day in person and acknowledged respectively,that they signed and delivere , instrument as their free and voluntary act for the uses and purposes therein set forth. a Given under my hand and notarial seal this 16th day of October A.D. 2020 f My commission expires 2q t I �y �^ (SEAL) tary Public SURETY (/(`� Continental Casualty Company BY V<<t c C� OV Y- (Name of Surety) Ann Marie Waters (Signature of Attomey-in-Fact) STATE OF ILLINOIS. (SEAL) COUNTY OF .......—"(See Attached Notary) a Notary Public in and for said county,do hereby certify that (Insert names of individuals signing on behalf or SURETY) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of SURETY,appeared before me this day in person and acknowledged respectively,that they signed and delivered said instrument as their free and voluntary act for th ses and purposes the set forth. Given under my hand and notarial seal th77i��s day of Un c 41)1,/' A.D. a My commission expires �-Owl 11^ - 4bZ& C--", ""� (SEAL) Notary Public Approved this c� � day of Y Attest: ' [yC� Awarding ority) _ Q=d Clerk (Chairman/MayorlPresident) Page 2 of 2 IL 494-0372 RANIA NASR-SERENCES BUR 12321(Rev.7/05) Printed on 10/1612020 7:27:45 AM Official Seat Notary Public-State of Illinois My Commission Expires Aug 7,2023 STATE OF ILLINOIS COUNTY OFDuPAGE I, DeAnne M. Pehlke Notary Public of Will County,in the State of Illinois,do hereby certify that Ann Marie Waters Attorney-in-Fact,of the who is personally known to me to be the samb person w ose n me is subscribed to the foregoing instrument,appeared before me this day in person,and acknowledged that she signed,seal and delivered said instrument,for and on behalf of the Q G 1 for the used and purposes therein set forth. Given under my hand and notarial seal at m o ce in the Village of Naperville in said County,this j j{'hday of A0101 sem/ A.D.,2020. (Notary Public) DeAnne M.Pehlke My Commission expires: 10/06/2023 Notary Seal: ------------------------- "OFFICIAL SEAL" DEANNE M.PEHLKE Notary Public-State of Mob My Conualasloa ires:l0/otJLi 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 L -. of Lisle,IL,their true and lawful Attorneys)-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. V GASuq�T O S"4 �PANY ae Continental Casualty Company P Q'� �cF A4_C °�90� National Fire Insurance Company of Hartford O09P0Rp1E o� ; `N(,ORPORgTFO = American Cas lty Company of Reading,Pennsylvania p �h JULY 19021 i � SEAL � y � < a� 1897 � HAR�FO� a • lee Paul T.Bruflat Ar 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, 'r 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 SEALNOTARY PUBLIC SOUTH DAKOTA S� My Cornmissioti 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 e h f is still in forcg. In slim y whereof I have h e�scribed my name and affixed the seal of the said insurance companies this day of 9.�5\l GASUq�l %NSUR4� ��PAMY 0� Continental Casualty Company Ay `t90 National Fire Insurance Company of Hartford OOaPOAATE O� // O `NCORPOR4?to American Casualty Company of Reading,Pennsylvania JULY]I, SEAL / Isa2 a r a� 1897 � HARZF� b • D. Johnson Assistant 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." .` l 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 •-a Company by unanimous written consent dated the 25th day of April,2012: "Whereas, the bylaws of the Company or specific resolution of the Board of Director;has authorized various officers(the"Authorized Officers")to execute various policies,bonds,undertakings and other obligatory instruments of like nature;and f l 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'j;Now therefore be it resolved: that the Electronic Signature of any Authorized Officer shall be valid and binding on the Company." '1 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." o 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 Officer;,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: �} "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." 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 ' IL-9.5FG 1 1/4 (32) IL-9.5, IL-9.51- 1 1/2 (38) SMA 9.5 1 3/4 (45) SMA 12.5 2 (51) IL-19.0, IL-19.01- 2 1/4 (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 31, Ts, 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, Or - - TF, 3W, OT Bridge Decks Z' 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. i 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 °F (135 ± 3 °C) or less, loose Warm Mix Asphalt shall be oven aged at 270 ± 5 °F (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): L "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 L HOT-MIX ASPHALT SURFACE COURSE,STONE MATRIX ASPHALT,of the mixture composition,friction aggregate,and Ndesign specified." 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 L. 1031.01 Description. Reclaimed asphalt pavement and reclaimed asphalt shingles l 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. 1 v (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 L 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 L 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 L 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 i 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. L (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. L L i (4)Conglomerate"D"Quality(DQ). Conglomerate DQ RAP stockpiles shall consist i of RAP from HMA shoulders, bituminous stabilized subbases or HMA (Low ESAL)/HMA(Low ESAL) IL-19.01-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 L, 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 Lsufficiently 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 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. L 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 i' 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). i L L (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), G, 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 m) + 2.0 % Asphalt Binder ± 0.3 % GMM + 0.031/ 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 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. 16 1.18 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. 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. L (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. i (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 i Materials Aggregate Lab for MicroDeval Testing,according to ITP 327. A maximum L 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 L 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. L L i L PG58-28). When constructing full depth HMA and the ABR is less than 15%,the required virgin asphalt binder grade shall be PG64- 28. 3/When the ABR for SMA or IL-4.75 is 15% or less, the required �^ virgin asphalt binder shall be SBS PG76-22 and the elastic recovery shall be a minimum of 80. When the ABR for SMA or IL- 4.75 exceeds 15%, the virgin asphalt binder grade shall be SBS PG70-28 and the elastic recovery shall be a minimum of 80. i 4/When FRAP or RAS is used alone, the maximum percent asphalt binder replacement designated on the table shall be reduced by 10%. I L 5/When the mix has Illinois Flexibility Index Test (I-FIT) requirements, the maximum percent asphalt binder replacement designated on the table may be increased by 5%. 1031.07 HMA Mix Designs. At the Contractor's option, HMA mixtures may be constructed utilizing FRAP and/or RAS material meeting the detailed requirements specified herein. (a)FRAP and/or RAS. FRAP and /or RAS mix designs shall be submitted for verification. If additional FRAP or RAS stockpiles are tested and found to be within L tolerance,as defined under"Evaluation of Tests"herein, and meet all requirements herein,the additional FRAP or RAS stockpiles may be used in the original design at the percent previously verified. 1 (b)RAS. Type 1 and Type 2 RAS are not interchangeable in a mix design. L The RAP, FRAP and RAS stone specific gravities (Gsb) shall be according to the "Determination of Aggregate Bulk (Dry) Specific Gravity (Gsb) of Reclaimed Asphalt L Pavement (RAP) and Reclaimed Asphalt Shingles (RAS)" procedure in the Department's Manual of Test Procedures for Materials. ` 1031.08 HMA Production. HMA production utilizing FRAP and/or RAS shall be as follows. A scalping screen, gator, crushing unit, or comparable sizing device approved by the Engineer shall be used in the RAS and FRAP feed system to remove or reduce oversized and agglomerated material. I If during mix production, corrective actions fail to maintain FRAP, RAS or QC/QA test L results within control tolerances or the requirements listed herein, the Contractor shall cease production of the mixture containing FRAP or RAS and conduct an investigation that may require a new mix design. L i L (a)FRAP. The coarse aggregate in all FRAP used shall be equal to or less than the nominal maximum size requirement for the HMA mixture being produced. (b)RAS. RAS shall be incorporated into the HMA mixture either by a separate weight depletion system or by using the RAP weigh belt. Either feed system shall be �. interlocked with the aggregate feed or weigh system to maintain correct proportions for all rates of production and batch sizes. The portion of RAS shall be controlled accurately to within t 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. L (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). L 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. L f. Accumulated asphalt binder in gallons (liters), tons (metric tons), etc. to the nearest 0.1 unit. Lg. Residual asphalt binder in the RAS and FRAP material as a percent of the total mix to the nearest 0.1 percent. Lh. 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 L shall be utilized. j. Accumulated mixture tonnage. L k. Dust Removed(accumulated to the nearest 0.1 ton(0.1 metric ton)) L 6. (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 L (kilogram). d. Mineral filler weight to the nearest pound(kilogram). L e. RAS and FRAP weight to the nearest pound(kilogram). L 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 L 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. L 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 L 1031.03 shall not apply. RAP used shall be according to the current Central Bureau of Materials Policy Memorandum, "Reclaimed Asphalt Pavement (RAP) for I- Aggregate Applications". (b)Gradation. The RAP material shall meet the gradation requirements for CA 6 L according to Article 1004.01(c), except the requirements for the minus No.200 (75 Nm)sieve shall not apply. The sample for the RAP material shall be air dried to constant weight prior to being tested for gradation." L L t BDE SPECIAL PROVISIONS For the July 31, 2020 and September 18, 2020 Lettings 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 April 1, 2020 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 80426 5 ❑ Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 80241 6 ❑ Bridge Demolition Debris July 1, 2009 50261 7 ❑ Building Removal-Case I (Non-Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010 50481 8 ❑ Building Removal-Case II (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010 50491 9 ❑ Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010 50531 10 ❑ Building Removal-Case IV(No Asbestos) Sept. 1, 1990 April 1, 2010 80425 11 ❑ Cape Seal Jan. 1, 2020 80384 12 ✓❑ Compensable Delay Costs June 2, 2017 April 1, 2019 80198 13 ❑ Completion Date (via calendar days) April 1, 2008 80199 14 ❑ Completion Date (via calendar days) Plus Working Days April 1, 2008 80293 15 ❑ Concrete Box Culverts with Skews > 30 Degrees and April 1, 2012 July 1, 2016 Design Fills 5 5 Feet 80311 16 ❑ Concrete End Sections for Pipe Culverts Jan. 1, 2013 April 1, 2016 80277 17 ❑ Concrete Mix Design-Department Provided Jan. 1, 2012 April 1, 2016 80261 18 ❑✓ Construction Air Quality- Diesel Retrofit June 1, 2010 Nov. 1, 2014 80387 19 ❑ Contrast Preformed Plastic Pavement Marking Nov. 1, 2017 80029 20 ❑ Disadvantaged Business Enterprise Participation Sept. 1, 2000 March 2, 2019 80402 21 ❑✓ Disposal Fees Nov. 1, 2018 80378 22 ❑ Dowel Bar Inserter Jan. 1, 2017 Jan. 1, 2018 80405 23 ❑ Elastomeric Bearings Jan. 1, 2019 80421 24 ❑ Electric Service Installation Jan. 1, 2020 80415 25 ✓❑ Emulsified Asphalts Aug. 1, 2019 80423 26 ❑ Engineer's Field Office and Laboratory Jan. 1, 2020 80388 27 ✓❑ Equipment Parking and Storage Nov. 1, 2017 80229 28 ❑ Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80417 29 ❑ Geotechnical Fabric for Pipe Underdrains and French Drains Nov. 1, 2019 80420 30 ❑ Geotextile Retaining Walls Nov. 1, 2019 80304 31 ❑ Grooving for Recessed Pavement Markings Nov. 1, 2012 Nov. 1, 2017 80422 32 ❑ High Tension Cable Median Barrier Reflectors Jan. 1, 2020 80416 33 ✓❑ Hot-Mix Asphalt-Binder and Surface Course July 2, 2019 Nov. 1, 2019 80398 34 ❑ Hot-Mix Asphalt-Longitudinal Joint Sealant Aug. 1, 2018 Nov. 1, 2019 80406 35 ❑ Hot-Mix Asphalt-Mixture Design Verification and Production Jan. 1, 2019 Jan. 2, 2020 (Modified for I-FIT Data Collection) 80347 36 ❑ Hot-Mix Asphalt-Pay for Performance Using Percent Nov. 1, 2014 July 2, 2019 Within Limits-Jobsite Sampling _ 80383 37 ❑ Hot-Mix Asphalt-Quality Control for Performance April 1, 2017 July 2, 2019 80411 38 ❑ Luminaires, LED April 1, 2019 80393 39 ✓❑ Manholes, Valve Vaults, and Flat Slab Tops Jan. 1, 2018 March 1, 2019 80045 40 ❑ Material Transfer Device June 15, 1999 Aug. 1, 2014 80418 41 ❑ Mechanically Stabilized Earth Retaining Walls Nov. 1, 2019 80424 42 ❑ Micro-Surfacing and Slurry Sealing Jan. 1, 2020 80428 43 ✓❑ Mobilization April 1, 2020 80165 44 ❑ Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010 80412 45 ❑ Obstruction Warning Luminaires, LED Aug. 1, 2019 80349 46 ❑ Pavement Marking Blackout Tape Nov. 1, 2014 April 1, 2016 80371 47 ❑ Pavement Marking Removal July 1, 2016 80389 48 ✓❑ Portland Cement Concrete Nov. 1, 2017 80430 49 ❑✓ Portland Cement Concrete-Haul Time July 1, 2020 '- 80359 50 ❑ Portland Cement Concrete Bridge Deck Curing April 1, 2015 Nov. 1, 2019 * 80431 51 ❑ Portland Cement Concrete Pavement Patching July 1, 2020 80432 52 ❑ Portland Cement Concrete Pavement Placement July 1, 2020 80300 53 ❑ Preformed Plastic Pavement Marking Type D - Inlaid April 1, 2012 April 1, 2016 34261 54 ❑ Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006 80157 55 ❑ Railroad Protective Liability Insurance(5 and 10) Jan. 1, 2006 80306 56 ❑ Reclaimed Asphalt Pavement (RAP) and Reclaimed Nov. 1, 2012 Jan. 2, 2020 Asphalt Shingles (RAS) 80407 57 ❑✓ Removal and Disposal of Regulated Substances Jan. 1, 2019 Jan. 1, 2020 80419 58 ❑ Silt Fence, Inlet Filters, Ground Stabilization and Riprap Filter Fabric Nov. 1, 2019 April 1, 2020 80395 59 ❑ Sloped Metal End Section for Pipe Culverts Jan. 1, 2018 -" 80340 60 ❑ Speed Display Trailer April 2, 2014 Jan. 1, 2017 80127 61 ❑ Steel Cost Adjustment April 2, 2004 Aug. 1, 2017 80408 62 ❑ Steel Plate Beam Guardrail Manufacturing Jan. 1, 2019 _ 80413 63 ❑ Structural Timber Aug. 1, 2019 80397 64 ❑ Subcontractor and DBE Payment Reporting April 2, 2018 80391 65 ❑✓ Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80317 66 ❑ Surface Testing of Hot-Mix Asphalt Overlays Jan. 1, 2013 Aug. 1, 2019 80298 67 ❑ Temporary Pavement Marking April 1, 2012 April 1, 2017 80403 68 ❑ Traffic Barrier Terminal, Type 1 Special Nov. 1, 2018 80409 69 ❑✓ Traffic Control Devices -Cones Jan. 1, 2019 80410 70 ❑ Traffic Spotters Jan. 1, 2019 20338 71 ❑ Training Special Provisions Oct. 15, 1975 80318 72 ❑ Traversable Pipe Grate for Concrete End Sections Jan. 1, 2013 Jan. 1, 2018 80429 73 ❑ Ultra-Thin Bonded Wearing Course April 1, 2020 80288 74 ❑✓ Warm Mix Asphalt Jan. 1, 2012 April 1, 2016 80302 75 ❑ Weekly DBE Trucking Reports June 2, 2012 April 2, 2015 80414 76 ❑ Wood Fence Sight Screen Aug. 1, 2019 April 1, 2020 80427 77 ❑✓ Work Zone Traffic Control Devices Mar. 2, 2020 80071 78 ❑✓ Working Days Jan. 1, 2002 The following special provisions are in the 2020 Supplemental Specifications and Recurring Special Provisions. File Name Special Provision Title New Location(s) Effective Revised 80404 Coarse Aggregate Quality for Article 1004.01(b) Jan. 1, 2019 Micro-Surfacing and Cape Seals 80392 Lights on Barricades Articles 701.16, 701.17(c)(2) & Jan. 1, 2018 _ 603.07 80336 Longitudinal Joint and Crack Patching Check Sheet#36 April 1, 2014 April 1, 2016 80400 Mast Arm Assembly and Pole Article 1077.03(b) Aug. 1, 2018 80394 Metal Flared End Section for Pipe Culverts Articles 542.07(c) and 542.11 Jan. 1, 2018 April 1, 2018 80390 Payments to Subcontractors Article 109.11 Nov. 2, 2017 The following special provisions have been deleted from use. File Name Special Provision Title Effective Revised 80328 Progress Payments Nov. 2, 2013 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 0 Material Transfer Device • Building Removal-Case 1 0 Completion Date 0 Railroad Protective Liability Insurance • Building Removal-Case II 0 Completion Date Plus Working Days 0 Training Special Provisions • Building Removal-Case 111 0 DBE Participation 0 Working Days AGGREGATE SUBGRADE IMPROVEMENT (BDE) Effective: April 1, 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 gradations CS 01, CS 02, and RR 01 but shall not exceed 40 percent of the total product. The top size of the 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 gradations CS 01, CS 02, or RR 01 are used in lower lifts. 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. 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 gradations CA 02, CA 06, or CA 10 shall be 12 in. (300 mm). The maximum nominal lift thickness of aggregate gradations CS 01, CS 02, and RR 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 the contract specifies that a granular subbase is to be placed on the aggregate subgrade improvement, the 3 in. (75 mm) of capping aggregate shall be the same gradation and may be placed with the underlying aggregate subgrade improvement material. 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 wafer 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) or ton (metric ton) 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. In applications where greater than 24 in. (600 mm) of subgrade material is required, gravel may be used below the first 12 in (300 mm) of subgrade. (b) Quality. The coarse aggregate shall consist of sound durable particles reasonably free of deleterious materials. (c) Gradation. (1) The coarse aggregate gradation for total subgrade thickness less than or equal to 12 in. (300 mm) shall be CA 2, CA 6, CA 10, or CS 01. The coarse aggregate gradation for total subgrade thickness more than 12 in. (300 mm) shall be CS 01 or CS 02 as shown below or RR 01 according to ` Article 1005.01(c). COARSE AGGREGATE SUBGRADE GRADATIONS Sieve Size and Percent Passing Grad No. 8" 61, 4" 2" #4 _ CS 01 100 97 ± 3 90± 10 45 ± 25 20± 20 CS 02 100 80± 10 25 ± 15 COARSE AGGREGATE SUBGRADE GRADATIONS Metric Grad No. Sieve Size and Percent Passing 200 mm 150 mm 100 mm 50 mm 4.75 mm CS 01 100 97 ± 3 90 ± 10 45 ± 25 20 ±20 CS Q2 100 80 ± 10 25 ± 15 (2) The 3 in. (75 mm) capping aggregate shall be gradation CA 6 or CA 10." 80274 6- COMPENSABLE DELAY COSTS(BIDE) 6. Effective: June 2,2017 Revised: April 1,2019 Revise Article 107.40(b)of the Standard Specifications to read: "(b)Compensation. Compensation will not be allowed for delays, inconveniences, or L damages sustained by the Contractor from conflicts with facilities not meeting the above definition; or if a conflict with a utility in an unanticipated location does not cause a ishutdown of the work or a documentable reduction in the rate of progress exceeding the ` limits set herein. The provisions of Article 104.03 notwithstanding, compensation for delays caused by a utility in an unanticipated location will be paid according to the provisions of this Article governing minor and major delays or reduced rate of production L which are defined as follows. (1) Minor Delay. A minor delay occurs when the work in conflict with the utility in an I unanticipated location is completely stopped for more than two hours, but not to L exceed two weeks. (2) Major Delay. A major delay occurs when the work in conflict with the utility in an `, unanticipated location is completely stopped for more than two weeks. (3) Reduced Rate of Production Delay. A reduced rate of production delay occurs when L the rate of production on the work in conflict with the utility in an unanticipated location decreases by more than 25 percent and lasts longer than seven calendar days." L Revise Article 107.40(c)of the Standard Specifications to read: "(c) Payment. Payment for Minor, Major, and Reduced Rate of Production Delays will be L made as follows. L (1) Minor Delay. Labor idled which cannot be used on other work will be paid for according to Article 109.04(b)(1)and(2)for the time between start of the delay and the minimum remaining hours in the work shift required by the prevailing practice in the area. L Equipment idled which cannot be used on other work, and which is authorized to standby on the project site by the Engineer, will be paid for according to Article 109.04(b)(4). L (2) Major Delay. Labor will be the same as for a minor delay. L Equipment will be the same as for a minor delay, except Contractor-owned equipment will be limited to two weeks plus the cost of move-out to either the L L i Contractor's yard or another job and the cost to re-mobilize, whichever is less. 6. Rental equipment may be paid for longer than two weeks provided the Contractor presents adequate support to the Department(including lease agreement)to show retaining equipment on the job is the most economical course to follow and in the public interest. (3) Reduced Rate of Production Delay. The Contractor will be compensated for the reduced productivity for labor and equipment time in excess of the 25 percent threshold for that portion of the delay in excess of seven calendar days. Determination of compensation will be in accordance with Article 104.02, except Llabor and material additives will not be permitted. Payment for escalated material costs,escalated labor costs,extended project overhead, and extended traffic control will be determined according to Article 109.13." LRevise Article 108.04(b)of the Standard Specifications to read: L "(b) No working day will be charged under the following conditions. (1) When adverse weather prevents work on the controlling item. L (2)When job conditions due to recent weather prevent work on the controlling item. L (3)When conduct or lack of conduct by the Department or its consultants, representatives, officers, agents,or employees; delay by the Department in making the site available; or delay in furnishing any items required to be furnished to the Contractor by the Department prevents work on the controlling item. L (4)When delays caused by utility or railroad adjustments prevent work on the controlling item. L (5)When strikes,lock-outs,extraordinary delays in transportation,or inability to procure critical materials prevent work on the controlling item,as long as these delays are not L due to any fault of the Contractor. (6)When any condition over which the Contractor has no control prevents work on the controlling item." LRevise Article 109.09(f)of the Standard Specifications to read: L "(f) Basis of Payment. After resolution of a claim in favor of the Contractor,any adjustment in time required for the work will be made according to Section 108. Any adjustment in the costs to be paid will be made for direct labor, direct materials, direct equipment, direct jobsite overhead, direct offsite overhead, and other direct costs allowed by the L resolution. Adjustments in costs will not be made for interest charges,loss of anticipated profit,undocumented loss of efficiency,home office overhead and unabsorbed overhead L other than as allowed by Article 109.13, lost opportunity, preparation of claim expenses and other consequential indirect costs regardless of method of calculation. The above Basis of Payment is an essential element of the contract and the claim cost recovery of the Contractor shall be so limited." Add the following to Section 109 of the Standard Specifications. "109.13 Payment for Contract Delay. Compensation for escalated material costs, escalated labor costs, extended project overhead, and extended traffic control will be allowed when such costs result from a delay meeting the criteria in the following table. Contract Type Cause of Delay Length of Delay Working Days Article 108.04(b)(3) or No working days have been charged for two Article 108.04(b)(4) consecutive weeks. Completion Article 108.08(b)(1) or The Contractor has been granted a minimum Date Article 108.08(b)(7) two week extension of contract time, according to Article 108.08. Payment for each of the various costs will be according to the following. (a) Escalated Material and/or Labor Costs. When the delay causes work, which would have otherwise been completed, to be done after material and/or labor costs have increased, such increases will be paid. Payment for escalated material costs will be limited to the increased costs substantiated by documentation furnished by the Contractor. Payment for escalated labor costs will be limited to those items in Article 109.04(b)(1) and (2), except the 35 percent and 10 percent additives will not be permitted. (b) Extended Project Overhead. For the duration of the delay, payment for extended project overhead will be paid as follows. (1) Direct Jobsite and Offsite Overhead. Payment for documented direct jobsite overhead and documented direct offsite overhead, including onsite supervisory and administrative personnel, will be allowed according to the following table. Original Contract Supervisory and Administrative Amount Personnel Up to $5,000,000 One Project Superintendent One Project Manager, Over $ 5,000,000 - One Project Superintendent or up to $25,000,000 Engineer, and One Clerk Over $25,000,000 - One Project Manager, up to $50,000,000 One Project Superintendent, One En ineer, and One Clerk One Project Manager, Over $50,000,000 Two Project Superintendents, One Engineer, and One Clerk (2) Home Office and Unabsorbed Overhead. Payment for home office and unabsorbed overhead will be calculated as 8 percent of the total delay cost. (c) Extended Traffic Control. Traffic control required for an extended period of time due to the delay will be paid for according to Article 109.04. When an extended traffic control adjustment is paid under this provision, an adjusted unit price as provided for in Article 701.20(a) for increase or decrease in the value of work by more than ten percent will not be paid. Upon payment for a contract delay under this provision, the Contractor shall assign subrogation rights to the Department for the Department's efforts of recovery from any other party for monies paid by the Department as a result of any claim under this provision. The Contractor shall fully cooperate with the Department in its efforts to recover from another party any money paid to the Contractor for delay damages under this provision." 80384 CONSTRUCTION AIR QUALITY— DIESEL RETROFIT (BDE) Effective: June 1, 2010 Revised: November 1, 2014 The reduction of emissions of particulate matter (PM) for off-road equipment shall be accomplished by installing retrofit emission control devices. The term "equipment" refers to diesel fuel powered devices rated at 50 hp and above, to be used on the jobsite in excess of seven calendar days over the course of the construction period on the jobsite (including rental equipment). Contractor and subcontractor diesel powered off-road equipment assigned to the contract shall be retrofitted using the phased in approach shown below. Equipment that is of a model year older than the year given for that equipment's respective horsepower range shall be retrofitted: Effective Dates Horsepower Range Model Year June 1, 2010 600-749 2002 750 and up 2006 June 1, 201121 100-299 2003 300-599 2001 600-749 2002 750 and up 2006 June 1, 2012 21 50-99 2004 100-299 2003 300-599 2001 600-749 2002 750 and up 2006 1/ Effective dates apply to Contractor diesel powered off-road equipment assigned to the contract. 2/ Effective dates apply to Contractor and subcontractor diesel powered off-road equipment assigned to the contract. The retrofit emission control devices shall achieve a minimum PM emission reduction of 50 percent and shall be: a) Included on the U.S. Environmental Protection Agency (USEPA) Verified Retrofit Technology List (http://www epa.gov/cleandiesel/verification/verif-list.htm), or verified by the California Air Resources Board (CARB) (http://www.arb.ca.gov/diesel/verdev/vt/cvt.htm); or b) Retrofitted with a non-verified diesel retrofit emission control device if verified retrofit emission control devices are not available for equipment proposed to be used on the project, and if the Contractor has obtained a performance certification from the retrofit device manufacturer that the emission control device provides a minimum PM emission reduction of 50 percent. Note: Large cranes (Crawler mounted cranes) which are responsible for critical lift operations are exempt from installing retrofit emission control devices if such devices adversely affect equipment operation. Diesel powered off-road equipment with engine ratings of 50 hp and above, which are unable to be retrofitted with verified emission control devices or if performance certifications are not available which will achieve a minimum 50 percent PM reduction, may be granted a waiver by the Department if documentation is provided showing good faith efforts were made by the Contractor to retrofit the equipment. Construction shall not proceed until the Contractor submits a certified list of the diesel powered off-road equipment that will be used, and as necessary, retrofitted with emission control devices. The list(s) shall include (1) the equipment number, type, make, Contractor/rental company name; and (2) the emission control devices make, model, USEPA or CARB verification number, or performance certification from the retrofit device manufacturer. Equipment reported as fitted with emissions control devices shall be made available to the Engineer for visual inspection of the device installation, prior to being used on the jobsite. The Contractor shall submit an updated list of retrofitted off-road construction equipment as retrofitted equipment changes or comes on to the jobsite. The addition or deletion of any diesel powered equipment shall be included on the updated list. If any diesel powered off-road equipment is found to be in non-compliance with any portion of this special provision, the Engineer will issue the Contractor a diesel retrofit deficiency deduction. Any costs associated with retrofitting any diesel powered off-road equipment with emission control devices shall be considered as included in the contract unit prices bid for the various _ items of work involved and no additional compensation will be allowed. The Contractor's compliance with this notice and any associated regulations shall not be grounds for a claim. Diesel Retrofit Deficiency Deduction When the Engineer determines that a diesel retrofit deficiency exists, a daily monetary deduction will be imposed for each calendar day or fraction thereof the deficiency continues to exist. The calendar day(s) will begin when the time period for correction is exceeded and end with the Engineer's written acceptance of the correction. The daily monetary deduction will be $1,000.00 for each deficiency identified. The deficiency will be based on lack of diesel retrofit emissions control. If a Contractor accumulates three diesel retrofit deficiency deductions for the same piece of equipment in a contract period, the Contractor will be shutdown until the deficiency is corrected. Such a shutdown will not be grounds for any extension of the contract time,waiver of penalties, j� or be grounds for any claim. L. 80261 L l L L 1 . L DISPOSAL FEES(BDE) Effective: November 1,2018 Replace Articles 109.04(b)(5)—109.04(b)(8)of the Standard Specifications with the following: L "(5) Disposal Fees. When the extra work performed includes paying for disposal fees at a clean construction and demolition debris facility,an uncontaminated soil fill operation or a landfill,the Contractor shall receive, as administrative costs, an amount equal to five percent of the first$10,000 and one percent of any amount over$10,000 of the total approved costs of such fees. (6) Miscellaneous. No additional allowance will be made for general superintendence,the use of small tools,or other costs for which no specific allowance is herein provided. w (7) Statements. No payment will be made for work performed on a force account basis until the Contractor has furnished the Engineer with itemized statements of the cost of such force account work. Statements shall be accompanied and supported by invoices for all materials used and transportation charges. However, if materials used on the force account work are not specifically purchased for such work but are taken from the Contractor's stock,then in lieu of the invoices,the Contractor shall furnish an affidavit certifying that such materials were taken from his/her stock, that the quantity claimed was actually used, and that the price and transportation claimed represent the actual cost to the Contractor. Itemized statements at the cost of force account work shall be detailed as follows. a. Name, classification, date, daily hours, total hours, rate, and extension for each laborer and foreman. Payrolls shall be submitted to substantiate actual wages paid if so requested by the Engineer. L b. Designation,dates,daily hours,total hours,rental rate,and extension for each unit of machinery and equipment. _ c. Quantities of materials,prices and extensions. d. Transportation of materials. e. Cost of property damage,liability and workmen's compensation insurance premiums, unemployment insurance contributions,and social security tax. (8)Work Performed by an Approved Subcontractor. When extra work is performed by an approved subcontractor,the Contractor shall receive,as administrative costs,an amount equal to five percent of the total approved costs of such work with the minimum payment being$100. r t L L L L (9)All statements of the cost of force account work shall be furnished to the Engineer not later than 60 days after receipt of the Central Bureau of Construction form"Extra Work Daily Report". If the statement is not received within the specified time frame, all demands for payment for the extra work are waived and the Department is released from any and all such demands. It is the responsibility of the Contractor to ensure that all statements are received within the specified time regardless of the manner or method of delivery." i 80402 1 L t Ili � I EMULSIFIED ASPHALTS (BDE) Effective: August 1, 2019 Revise Article 1032.06 of the Standard Specifications to read: "1032.06 Emulsified Asphalts. Emulsified asphalts will be accepted according to the current Bureau of Materials Policy Memorandum, "Emulsified Asphalt Acceptance Procedure". These materials shall be homogeneous and shall show no separation of asphalt after thorough mixing, within 30 days after delivery, provided separation has not been caused by freezing. They shall coat the aggregate being used in the work to the satisfaction of the Engineer and shall be according to the following requirements. (a) Anionic Emulsified Asphalt. Anionic emulsified asphalts RS-1, RS-2, HFRS-2, SS-1 h, and SS-1 shall be according to AASHTO M 140, except as follows. (1) The cement mixing test will be waived when the emulsion is being used as a tack coat. (2) The Solubility in Trichloroethylene test according to AASHTO T 44 may be run in lieu of Ash Content and shall meet a minimum of 97.5 percent. (b) Cationic Emulsified Asphalt. Cationic emulsified asphalts CRS-1, CRS-2, CSS-1h, and CSS-1 shall be according to AASHTO M 208, except as follows. (1) The cement mixing test will be waived when the emulsion is being used as a tack coat. (2) The Solubility in Trichloroethylene test according to AASHTO T 44 may be run in lieu of Ash Content and shall meet a minimum of 97.5 percent. (c) High Float Emulsion. High float emulsions HFE-90, HFE-150, and HFE-300 are medium setting and shall be according to the following table. — Test HFE-90 HFE-150 HFE-300 Viscosity, Saybolt Furol, at 122 °F—(50 -C), AASHTO T 59), SFS " 50 min. 50 min. 50 min. Sieve Test, No. 20 (850 Nm), retained on sieve, AASHTO T 59), % 0.10 max. 0.10 max. 0.10 max. Storage Stability Test, 1 day, (AASHTO T 59), % 1 max. 1 max. 1 max. Coating Test (All Grades), AASHTO T 59), 3 minutes stone coated thorou hl Distillation Test, (AASHTO T 59): Residue from distillation test to 500 °F (260 °C), % 65 min. 65 min. 65 min. Oil distillate by volume, % 7 max. 7 max. 7 max. Characteristics of residue from distillation _ test to 500 OF (260 °C): Penetration at 77 OF (25 °C), (AASHTO T 49), 100 g, 5 sec, dmm 90-150 150-300 300 min. Float Test at 140 OF (60 °C), AASHTO T 50), sec. 1200 min. 1200 min. 1200 min. 1/ The emulsion shall be pumpable. (d) Penetrating Emulsified Prime. Penetrating Emulsified Prime (PEP) shall be according to AASHTO T 59, except as follows. Test Result Viscosity, Sa bolt Furol, at 77 OF 25 'C), SFS 75 max. .. Sieve test, retained on No. 20 850 m sieve, % 0.10 max. Distillation to 500 OF 260 °C residue, % 38 min. Oil distillate by volume, % 4 max. The PEP shall be tested according to the current Bureau of Materials Illinois Laboratory Test Procedure (ILTP), "Sand Penetration Test of Penetrating Emulsified Prime (PEP)". The time of penetration shall be equal to or less than that of MC-30. The depth of penetration shall be equal to or greater than that of MC-30. (e) Delete this subparagraph. (f) Polymer Modified Emulsified Asphalt. Polymer modified emulsified asphalts, e.g. SS-1 hP, CSS-1 hP, CRS-2P (formerly CRSP), CQS-1 hP (formerly CSS-1h Latex Modified) and HFRS-2P (formerly HFP) shall be according to AASHTO M 316, except as follows. (1) The cement mixing test will be waived when the polymer modified emulsion is being _ used as a tack coat. (2) CQS-1 hP (formerly CSS-1h Latex Modified) emulsion for micro-surfacing treatments shall use latex as the modifier. (3) Upon examination of the storage stability test cylinder after standing undisturbed for 24 hours, the surface shall show minimal to no white, milky colored substance and shall be a homogenous brown color throughout. (4) The distillation for all polymer modified emulsions shall be performed according to AASHTO T 59, except the temperature shall be 374 ± 9 OF (190 ± 5 °C) to be held for a period of 15 minutes and measured using an ASTM 16F (16C) thermometer. (5) The specified temperature for the Elastic Recovery test for all polymer modified emulsions shall be 50.0 ± 1.0 OF (10.0 ± 0.5 °C). (6) The Solubility in Trichloroethylene test according to AASHTO T 44 may be run in lieu of Ash Content and shall meet a minimum of 97.5 percent. (g) Non-Tracking Emulsified Asphalt. Non-tracking emulsified asphalt NTEA (formerly SS- 1vh) shall be according to the following. Test Requirement Saybolt Viscosity at 77 OF (25 °C), AASHTO T 59), SFS 20-100 Storage Stability Test, 24 hr, AASHTO T 59), % 1 max. Residue by Distillation, 500 ± 10 OF (260 ± 5 °C), or Residue by Evaporation, 325 ± 5 OF (163 ± 3 °C), AASHTO T 59), % 50 min. Sieve Test, No. 20 850 pm), (AASHTO T 59), % 0.3 max. Tests on Residue from Evaporation Penetration at 77 OF (25 °C), 100 g, 5 sec, AASHTO T 49), dmm 40 max. Softening Point, AASHTO T 53), OF °C 135 57 min. Ash Content, AASHTO T 111), % " 1 max. 1/ The Solubility in Trichloroethylene test according to AASHTO T 44 may be run in lieu of Ash Content and shall meet a minimum of 97.5 percent The different grades are, in general, used for the following. Grade Use SS-1, SS-1h, RS-1, RS-2, CSS-1, CRS-1, CRS-2, Tack Coat CSS-1h, HFE-90, SS-1 hP, CSS-1 hP, NTEA former) SS-1 vh _ PEP Prime Coat RS-2, HFE-90, HFE-150, HFE-300, Bituminous Surface Treatment CRS-2P (formerly CRSP), HFRS-2P (formerly HFP), CRS-2, HFRS-2 CQS-1hP (formerly CSS-1h Latex Modified) Micro-Surfacing Slurry Sealing Cape Seal" 80415 L EQUIPMENT PARKING AND STORAGE(BIDE) ` Effective: November 1,2017 Replace the first paragraph of Article 701.11 of the Standard Specifications with the following. L "701.11 Equipment Parking and Storage. During working hours, all vehicles and/or nonoperating equipment which are parked, two hours or less, shall be parked at least 8 ft �. (2.5 m) from the open traffic lane. For other periods of time during working and for all nonworking hours,all vehicles,materials,and equipment shall be parked or stored as follows. ` (a)When the project has adequate right-of-way,vehicles,materials,and equipment shall be located a minimum of 30 ft(9 m)from the pavement. i (b)When adequate right-of-way does not exist,vehicles, materials,and equipment shall be located a minimum of 15 ft(4.5 m)from the edge of any pavement open to traffic. (c) Behind temporary concrete barrier,vehicles,materials,and equipment shall be located a minimum of 24 in.(600 mm)behind free standing barrier or a minimum of 6 in.(150 mm) behind barrier that is either pinned or restrained according to Article 704.04. The 24 in. or 6 in.measurement shall be from the base of the non-traffic side of the barrier. ` (d) Behind other man-made or natural barriers meeting the approval of the Engineer." ti• 80388 L t.. L HOT-MIX ASPHALT— BINDER AND SURFACE COURSE (BDE) Effective: July 2, 2019 Revised: 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. Add the following after the second paragraph of Article 1003.03(c): _ "For mixture IL-9.5FG, at least 67 percent of the required fine aggregate fraction shall consist of either stone sand, slag sand, steel slag sand, or combinations thereof meeting FA 20 gradation." Revise Article 1004.03(c) to read: "(c) Gradation. The coarse aggregate gradations shall be as listed in the following table. Use Size/Application Gradation No. Class A-1, A-2, &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 SMA 12.52/ CA 13, CA 14, or CA 16 HMA High ESAL SMA 9.52/ CA 13 or CA 16 3' _ I L-9.5 CA 16 IL-9.5FG CA 16 IL-19.OL CA 11 HMA Low ESAL IL-9.5L CA 16 1/ CA 16 or CA 13 may be blended with the CA 11. 2/ The coarse aggregates used shall be capable of being combined with 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." HMA Nomenclature. Revise the "High ESAL" portion of the table in Article 1030.01 to read: "High ESA�����S�MA 9.0, IL�SMA L-9.5FG, IL-4.75, 12.5 9.5 Surface Courses IL-9.5, I .-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) ' SMA 12.5 51 SMA 9.5 51 IL-9.5FG Sieve Size min. max. min. max. min. max. _ 1 in. 25 mm 3/4 in. 100 100 19 mm 1/2 in. 90 99 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 #8 16 244/ 20 30 45 60 2.36 mm #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 11.01/ 8.0 11.03/ 4.0 6.5 75 m #635 <_ 3.0 <_ 3.0 20 m) Ratio of Dust/Asphalt 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/ 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 2/ 70 13.5 15.0 65-75 3/ 90 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 1i and SMA 9.5 Design Voids in the Voids ESALs Mineral Filled with (million) Ndesign Air Voids Aggregate Asphalt Target, /o (VMA), % min. VFA , % < 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-19.01- Ndesign < 90 93.0 1'—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. L 2/ 92.0%when placed as first lift on an unimproved subgrade." - Equipment. Add the following to Article 1101.01 of the Standard Specifications: L "(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 L 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 L Add the following to Article 406.03 of the Standard Specifications: L l!) Oscillatory Roller ................................................................................................1101.01" Revise the third paragraph of Article 406.05(a)to read: L "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 i 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: L "e. The mixture shall be overlaid within 5 days of being placed." L L _ 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) 3/4 (19) - over HMA surfaces ' IL-4.75 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 3', Or, OB Vs, TB, TF,OT As specified in Or, 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(VD) 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: I L L "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)." L 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 I 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),ofthe 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 L r MANHOLES,VALVE VAULTS,AND FLAT SLAB TOPS(BIDE) Effective: January 1,2018 Revised: March 1,2019 L 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: t.� 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 L. 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 L 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: LRevise Article 602.02(g)of the Standard Specifications to read: „(g) Structural Steel(Note 4).......................................................................................1006.04 LNote 4. All components of the manhole joint splice shall be galvanized according to the requirements of AASHTO M 111 or M 232 as applicable." i^ Add the following to Article 602.02 of the Standard Specifications: L "(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: ICatch 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, L L. 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 b L L L L L l„ t L L L L MOBILIZATION(BIDE) ` Effective: April 1,2020 Replace Articles 671.02(a),(b),and(c)of the Standard Specifications with the following: "(a) Upon execution of the contract,90 percent of the pay item will be paid. (b)When 90 percent of the adjusted contract value is earned,the remaining ten percent of the pay item will be paid along with any amount bid in excess of six percent of the original Lcontract amount." 80428 L L 4 L l 1► L L� 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. 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 1 plugs shall not have any fine aggregate bedding or backfill,but shall be entirely cohesive L soil or any class of concrete. The Contractor shall provide test data that the material has a permeability of less than 10-' 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. L 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 L 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 1 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 L 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 j before transporting the first load of contaminated material. L L i i L (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. i (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: L+ (1)the means by which the generator has determined the waste is not a hazardous waste; t (2)the means by which the generator has determined the waste is not a liquid; rL (3) if the waste undergoes testing,the analytic results obtained from testing,signed and dated by the person responsible for completing the analysis; 1, (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 L (6) relevant material safety data sheets. 669.07 Temporary Staging. The Contractor shall excavate and dispose of all waste material as mandated by the contaminants without temporary staging. If circumstances require temporary staging,he/she shall request in writing,approval from the Engineer. i 'L. 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 y 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. L The Engineer shall authorize any additional material added to the contents of any storage container before being filled. I L i A L The Contractor shall ensure the staging area is enclosed(by a fence or other structure)to L 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 L controls,pump island,vent pipes and appurtenances. i 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 L' Department may however voluntarily undertake actions to remove an UST from the ground without being deemed an"operator"of the UST. i !, 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, 1, I L i L 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 LContractor 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. i 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); r 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 L 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, (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). L 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. L i L i L 669.09 Regulated Substance Final Construction Report. Not later than 90 days after completing this work, the Contractor shall submit a Regulated Substance Final Construction Report(RSFCR)to the Engineer using form BIDE 2733 and required attachments. The form shall be signed by an Illinois licensed Professional Engineer or Professional Geologist. 669.10 Method of Measurement. Non-special waste,special waste,and hazardous waste soil will be measured for payment according to Article 202.07(b) when performing earth L excavation,Article 502.12(b)when excavating for structures,or by computing the volume of the trench using the maximum trench width permitted and the actual depth of the trench. Groundwater containerized and transported off-site for management,storage,and disposal will be measured for payment in gallons(liters). Backfill plugs will be measured in cubic yards(cubic meters)in place,except the quantity for ` which payment will be made shall not exceed the volume of the trench,as computed by using the maximum width of trench permitted by the Specifications and the actual depth of the trench,with a deduction for the volume of the pipe. Engineered Barriers will be measured for payment in square yards(square meters). 669.11 Basis of Payment. The work of preparing,submitting and administering a Regulated Substances Pre-Construction Plan will be paid for at the contract lump sum price for REGULATED SUBSTANCES PRE-CONSTRUCTION PLAN- On-site monitoring of regulated substances,including completion of form BIDE 2732 for each day of work, will be paid for at the contract unit price per calendar day, or faction thereof,for ON-SITE MONITORING OF REGULATED SUBSTANCES. The installation of engineered barriers will be paid for at the contract unit price per square yard(square meter)for ENGINEERED BARRIER. i_ The work of removing a UST,soil excavation,soil and content sampling,and the excavated soil, UST content, and UST disposal will be paid for at the contract unit price per each for UNDERGROUND STORAGE TANK REMOVAL. The transportation and disposal of soil and other materials from an excavation determined to be contaminated will be paid for at the contract unit price per cubic yard (cubic meter) for �- NON-SPECIAL WASTE DISPOSAL, SPECIAL WASTE DISPOSAL, or HAZARDOUS WASTE DISPOSAL. The transportation and disposal of groundwater from an excavation determined to be contaminated will be paid for at the contract unit price per gallon (liter)for SPECIAL WASTE GROUNDWATER DISPOSAL or HAZARDOUS WASTE GROUNDWATER DISPOSAL. When groundwater is discharged to a sanitary or combined sewer by permit,the cost will be paid for ` according to Article 109.05. I t_ 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 7471 A 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, 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), i 8260B for VOCs,8270C for SVOCs,60108 and 7470A for RCRA metals,9045C for pH, U^ 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." L 80407 L L i L I L L L L I L L 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 7%" 80391 1 TRAFFIC CONTROL DEVICES-CONES(BIDE) Effective: January 1,2019 Revise Article 701.15(a)of the Standard Specifications to read: "(a) Cones. Cones are used to channelize traffic. Cones used to channelize traffic at night shall be reflectorized;however,cones shall not be used in nighttime lane closure tapers or nighttime lane shifts." Revise Article 1106.02(b)of the Standard Specifications to read: L "(b) Cones. Cones shall be predominantly orange. Cones used at night that are 28 to 36 in. L (700 to 900 mm)in height shall have two white circumferential stripes. If non-reflective spaces are left between the stripes,the spaces shall be no more than 2 in. (50mm)in width. Cones used at night that are taller than 36 in.(900 mm)shall have a minimum of two white and two fluorescent orange alternating, circumferential stripes with the top L stripe being fluorescent orange. If non-reflective spaces are left between the stripes,the spaces shall be no more than 3 in.(75 mm)in width. L The minimum weights for the various cone heights shall be 4 Ib for 18 in. (2 kg for 450 mm),7 Ib for 28 in.(3 kg for 700 mm),and 10 Ib for 36 in.(5 kg for 900 mm)with a minimum of 60 percent of the total weight in the base. Cones taller than 36 in.shall be weighted per the manufacturer's specifications such that they are not moved by wind or passing traffic." 80409 WARM MIX ASPHALT (BDE) Effective: January 1, 2012 Revised: April 1, 2016 Description. This work shall consist of designing, producing and constructing Warm Mix Asphalt (WMA) in lieu of Hot Mix Asphalt (HMA) at the Contractor's option. Work shall be according to Sections 406, 407, 408, 1030, and 1102 of the Standard Specifications, except as modified _ herein. In addition, any references to HMA in the Standard Specifications, or the special provisions shall be construed to include WMA. WMA is an asphalt mixture which can be produced at temperatures lower than allowed for HMA utilizing approved WMA technologies. WMA technologies are defined as the use of additives or processes which allow a reduction in the temperatures at which HMA mixes are produced and placed. WMA is produced by the use of additives, a water foaming process, or combination of both. Additives include minerals, chemicals or organics incorporated into the asphalt binder stream in a dedicated delivery system. The process of foaming injects water into the asphalt binder stream,just prior to incorporation of the asphalt binder with the aggregate. Approved WMA technologies may also be used in HMA provided all the requirements specified herein, with the exception of temperature, are met. However, asphalt mixtures produced at temperatures in excess of 275 OF (135 °C) will not be considered WMA when determining the grade reduction of the virgin asphalt binder grade. Equipment. Revise the first paragraph of Article 1102.01 of the Standard Specifications to read: "1102.01 Hot-Mix Asphalt Plant. The hot-mix asphalt (HMA) plant shall be the batch-type, continuous-type, or dryer drum plant. The plants shall be evaluated for prequalification rating and approval to produce HMA according to the current Bureau of Materials and Physical Research Policy Memorandum, "Approval of Hot-Mix Asphalt Plants and Equipment". Once approved, the Contractor shall notify the Bureau of Materials and Physical Research to obtain approval of all plant modifications. The plants shall not be used to produce mixtures concurrently for more than one project or for private work unless permission is granted in writing by the Engineer. The plant units shall be so designed, coordinated and operated that they will function properly and produce HMA having uniform temperatures and compositions within the tolerances specified. The plant units shall meet the following requirements." Add the following to Article 1102.01(a) of the Standard Specifications. "(11) Equipment for Warm Mix Technologies. a. Foaming. Metering equipment for foamed asphalt shall have an accuracy of ± 2 percent of the actual water metered. The foaming control system shall be electronically interfaced with the asphalt binder meter. b. Additives. Additives shall be introduced into the plant according to the supplier's recommendations and shall be approved by the Engineer. The system for introducing the WMA additive shall be interlocked with the aggregate feed or weigh system to maintain correct proportions for all rates of production and batch sizes." Mix Design Verification. Add the following to Article 1030.04 of the Standard Specifications. "(e)Warm Mix Technologies. (1) Foaming. WMA mix design verification will not be required when foaming technology is used alone(without WMA additives). However,the foaming technology shall only 6- be used on HMA designs previously approved by the Department. (2)Additives. WMA mix designs utilizing additives shall be submitted to the Engineer for ` mix design verification." Construction Requirements. Revise the second paragraph of Article 406.06(b)(1)of the Standard Specifications to read: "The HMA shall be delivered at a temperature of 250 to 350°F (120 to 175°C). WMA shall be delivered at a minimum temperature of 215°F(102*C)." Basis of Payment. This work will be paid at the contract unit price bid for the HMA pay items involved. Anti-strip will not be paid for separately,but shall be considered as included in the cost of the work. 80288 ti WORK ZONE TRAFFIC CONTROL DEVICES (BDE) Effective: March 2, 2020 Add the following to Article 701.03 of the Standard Specifications: "(q) Temporary Sign Supports ...................................................................................1106.02„ Revise the third paragraph of Article 701.14 of the Standard Specifications to read: "For temporary sign supports, the Contractor shall provide a FHWA eligibility letter for each _ device used on the contract. The letter shall provide information for the set-up and use of the device as well as a detailed drawing of the device. The signs shall be supported within 20 degrees of vertical. Weights used to stabilize signs shall be attached to the sign support per the manufacturer's specifications." Revise the first paragraph of Article 701.15 of the Standard Specifications to read: 701.15 Traffic Control Devices. For devices that must meet crashworthiness standards, the Contractor shall provide a manufacturer's self-certification or a FHWA eligibility letter for each Category 1 device and a FHWA eligibility letter for each Category 2 and Category 3 device used _ on the contract. The self-certification or letter shall provide information for the set-up and use of the device as well as a detailed drawing of the device." Revise the first six paragraphs of Article 1106.02 of the Standard Specifications to read: °1106.02 Devices. Work zone traffic control devices and combinations of devices shall meet crashworthiness standards for their respective categories. The categories are as follows. Category 1 includes small, lightweight, channelizing and delineating devices that have been in common use for many years and are known to be crashworthy by crash testing of similar devices or years of demonstrable safe performance. These include cones, tubular markers, plastic drums, and delineators, with no attachments (e.g. lights). Category 1 devices manufactured after December 31, 2019 shall be MASH-16 compliant. Category 1 devices manufactured on or before December 31, 2019, and compliant with NCHRP 350 or MASH 2009, may be used on contracts let before December 31, 2024. Category 2 includes devices that are not expected to produce significant vehicular velocity change but may otherwise be hazardous. These include vertical panels with lights, barricades, temporary sign supports, and Category 1 devices with attachments (e.g. drums with lights). Category 2 devices manufactured after December 31, 2019 shall be MASH-16 compliant. Category 2 devices manufactured on or before December 31, 2019, and compliant with NCHRP 350 or MASH 2009, may be used on contracts let before December 31, 2024. Category 3 includes devices that are expected to cause significant velocity changes or other potentially harmful reactions to impacting vehicles. These include crash cushions (impact attenuators), truck mounted attenuators, and other devices not meeting the definitions of Category 1 or 2. Category 3 devices manufactured after December 31,2019 shall be MASH-16 compliant. Category 3 devices manufactured on or before December 31,2019,and compliant with NCHRP 350 or MASH 2009, may be used on contracts let before December 31, 2029. Category 3 devices shall be crash tested for Test Level 3 or the test level specified. Category 4 includes portable or trailer-mounted devices such as arrow boards,changeable message signs, temporary traffic signals, and area lighting supports. It is preferable for Category 4 devices manufactured after December 31,2019 to be MASH-16 compliant;however, there are currently no crash tested devices in this category, so it remains exempt from the NCHRP 350 or MASH compliance requirement. L. For each type of device, when no more than one MASH-16 compliant is available, an NCHRP 350 or MASH-2009 compliant device may be used, even if manufactured after December 31,2019." L Revise Articles 1106.02(g),1106.02(k),and 1106.02(1)to read: L "(g)Truck Mounted/Trailer Mounted Attenuators. The attenuator shall be approved for use at Test Level 3. Test Level 2 may be used for normal posted speeds less than or equal to i 45 mph. L (k) Temporary Water Filled Barrier. The water filled barrier shall be a lightweight plastic shell L designed to accept water ballast and be on the Department's qualified product list. Shop drawings shall be furnished by the manufacturer and shall indicate the deflection of the barrier as determined by acceptance testing;the configuration of the barrier in that test; and the vehicle weight, velocity, and angle of impact of the deflection test. The Engineer shall be provided one copy of the shop drawings. (1) Movable Traffic Barrier. The movable traffic barrier shall be on the Department's qualified product list. Shop drawings shall be furnished by the manufacturer and shall indicate the deflection of the barrier as determined by acceptance testing;the configuration of the barrier in that test; and the vehicle weight, velocity, and angle of impact of the deflection test. The Engineer shall be provided one copy of the shop drawings. The barrier shall be capable of being moved on and off the roadway on a daily basis." 80427 L L WORKING DAYS(BDE) Effective: January 1,2002 The Contractor shall complete the work within 15 working days. 80071 L ABY ABOVE CU YD CUBIC YARD HMD HEAD PED PEDESTAL ST O STANDARD A/C ACCESS CONTROL C. CULVERT HON HEADWALL PNT POINT SBI STATE BOZO ISSUE AC ACRE C\G CURB 6 GUTTER DUTY NERVY DUTY PC POINT OF CURVATURE SR STATE ROUTE AD ADJUST 0 DEWREE OF CURVE xECt ARE PI POINT OF INTERSECTION OF xO111ZONTAL STA STATION 1 AS AERIAL SURVEYS DC DEPRESSED CURVE MMA HOi MIX ASPHALT CURVE SPBFR STEEL PLATE BEAU GUARDRAIL AG G AGGREGATE pEt DFTECTOR MWY HIGH AY PRC POINT OF REVERSE CURVE SS STORM SEWER AN A. DIA DIAMETER HORIZ HORIZON IAL Pi POINT OF TANGENCY Sly STORY APT APARTMENT DIST DISTRICT MSE HOUSE POT POINT ON TANGENT Sl STREET AS ASPHALT DOM DOMESTIC IL ILLINOIS POLYETH POLYETHYLENE SIR ST I URE AMA AUXILIARY DBL DOUBLE DP INPROVEMENT PCC PORTLANO CEMENT CONCRETE s SUPERELEvdiION RATE AGS AUXILIARY GAS VALVE ISERVICEI DSEL DOWN1111-ELEVAT 1011 IN DIA INCH DIAMETER PP POWER POLE OR PRINCIPAL POINT $.E.RW. SUPEKLEVaTION"OFF LENGTH AVE AVENUE DSFL ...STREAM FLOWL IK IK INLET PRM PRIME SURF SURFACE AX AXIS OF ROTATION OR DRAINAGE OR DRIVE IMT INSTALLATION PE PRIVATE ENTRANCE SMA SURVEY uARXER BA BACK 01 ORAINAGE INLET UR DROP INLET I05 INTERSECTION DESIGN STUDY PROF PRIOFILE 1 TANGENT DISTANCE UT B-B BACK TO BACK ORV DRIVEWAY INV INVERT PGL PROS ILE MADELIK T.R. IANGExt RUNOUT DISTANCE BKPL BAC ft ATE OCT DUCT IP IRON PIPE PROJ PROJECT 1EL TELEPHONE _ R a N EA EACH IF IRON ROD P.C. PROPERTY CORNER TO TELEPHONE BOX BART BARR1CIpE EB EASTBWNO JT JOINT PL PROPERIY LINE IF TELEPHONE POLE BCR BEGIn EOP EDGE OF PdYEMENI ND KILOGRAM PR PROPOSED TEMP TEMPORARY BN BENCHMARK E-W EDGE i0 CENTERLINE Nm KILOMETER R RADIUS IBM TEMPORARY BENCH NARK BIMO BINpER E-E EDGE TO EOG LS LANDSCAPING RR RAILROAD TD TILE DRAIN T BI1 BINDER TWIN EL ELEVATION LN LANE RRS RAILROAD SPIKE TBE 10 BE EXTENDED BTM BOTTOM EMIR ENTRANCE LT LEFT RPS REFERENCE POINT STAKE TBR TO BE REMOVED BLVD BOULEVARO E%[ EXCAVATIO14 LP LIG T POLE REF REFLECTIVE TBS i0 BE SAVED BRI BRICK EX EXISTING LOT LIGHTING RCCP REIKORCED CONCRETE CULVERT PIPE INP TOWNSHIP _ BOOK BUFFALO BOX EXPWAY EXPRESSWAY LF LINEAL FEET OR LINEUP FEET REI. REIKORCEMEHE iR TOWNSHIP ROAD BLDG BUILDING E EXTERNO DISTANCE OF HORIZOHT.CURVE L LITER OR CURVE LEWIN REY REMOVAL 15 TRAFFIC SIGNAL CIP CAST IRON PIPE E OFFSET DISTANCE TO VERTICAL CURVE LC LONG CHORD PC REMOVE CROWN IS TpAFFIC SIGNAL CONTROL BOX CB CAICM BASIN F-F FACE Tp FACE LNG LONGITUDINAL REP REPLACEMENT TSC TRAFFIC SYSTEM$CENTER C-C CENTER TO CENTER FA FEDERAL AID L SUN LUMP SU u REST RESTAURANT TRvS TRANSVERSE CL CENTERLINE OR CLEMIKE FAI FEDERAL AID INTERSTATE MACH MACH HE RE SWF IIESURisCING TR' TRAVEL CL-E CENTERLINE i0 EDGE FAP FEDERAL AID PRIMARY MB MAIL BOX RET RETAINING TAM TURN CL-F CENTERLINE TO FACE FAS FEDERAL sID SECONDARY MH MA OLE RI RIGHT TY TYPE CTS CENTERS TAUS FEDERAL AID URBAN SECONDARY MAIL MATERIAL RON RIGHT-OF-WAY T-A PE P CERT CERTIFIED FP FENCE POST MED MEDIAN RD ROAD lYP iTPICAI CMSLO CHISELED FE FIELD ENTRANCE METER ROWT ROADWAY UN GNO UNDERGROUND CS CITY STREET FH FIRE HYDRANT MET. METHOD RTE ROUTE USGS U.S.GEOLOGICAL SURVEY CP CLAY PIPE FL FLOW LItE M MID-ORDINITE SAN SANITARY USEL UPSIREAM ELEVATION CL50 CLOSED TO FOOT BRIDGE mm YILLIMEIER SANS SANITARY SEWER USFL U'SIREAY FL ONLINE CLID CLOSED LIO FON FOUND.TI0H mm DIA MILLIMETER DIAMETER SEC SECTION UTIL UTILITY CT COAT OR COURT FR FRAME MIX MIXTURE SEED SEEDING v101 VALVE BOX COW COMBINATION F\G FRAME B GRATE MBH MOBILE ROME SHIP SHAPING VV VALVE VAULT [ COMWERCIAL&IILOIxL FRWAY FREEWAY M00 MODIFIED 5 SHED vLT VAU1 CE COMMERCIAL ENTRANCE GAL GALLON MFT ROTOR FUEL TAX SH SKE! 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L L ® Controper ® B Seeding Cbss[ IXbxpass Luminglre ® 0 Seeding Cbss[&5 CamDined P..er Pob ff f STANDARD SYMBOLS, ®e.l.R.P=.e.1 lra4eer.=• ABBREVIATIONS AND PATTERNS f el ►. m l STANDARD 000001-06 UGNTING EX pp PAVEMENT MARKINGS EX PR (contd. — — qy Pub vain} ® ® B..L-.Sy— a � B..L—a T..t ii—ha. 0 0 -- xondreao Symea 1 I I xewy wry x--aa � RR croserna C m Rolaea Yorker amaK 1 toy Light iihit Coma. R.1-A Y-k.r amaK 2 soy E—kcal D Olhd Raasd Yorker Crypta 1 Way Q d Traffic Eb.arrow -o> Teo Way T-n Left J Yaat Pds 1-1 Shd10K Dlaa.PdetKn �_� xaSli.l Light-11-1 d—<D Skla-Oa White — Skl.-own yeller — PAVEMENT IMISC.) EK PR stop LIM R...d L-a.Joint Solid LIM [eyed Lona.Jolnt.LTi.Bora Do—.C..'.".. - - - - - - - - - - - - - - - - - - - - - - Dolled Lin.. s..e.L—a.hint M.Bora CL An zWoy RRPY 12.2 m idol os. Bltuminow SnoNoar ® CL Rn 2Woy .C. RRPY BD' 2aA ml o CL—lion,DI.. — Bltuminoue TODer RRPY 0' 12.2 1 O.C. CL YuirlldM ON. RRPY 80'12a.a m1 o.c. SfaDiliz•d Oriv..oy • CL—Hare D..Dal. 4 i 4 RRPY BD' 24.4 ml o.c ® tt Wlaeana thille Wo War turn LHr Lin. STANDARD SYMBOLS, ®IY.Y a.oa.ma.al rr�aw.a•w ABBREVIATIONS al AND PATTERNS 9 STANDARD 000001 06 e•. I ! PAVEMENT MARIONU EX PR RAILROAD ITEMS EX PR ' ICONKI � aDonOO,Nd RfRFo00 VbM COmbkl Vt Left ROW— W— OIWOppW—COmDiM11—Rignt RORrOpo Polnt O � IYDOn Leff Tyrn 1rrOr 1 COnir01 Box ® � � Ix'Dpn Rlgnt Turn Mror ` Croaainq Gote �>� m� �I Fl""o Signd LlrOpn Left Tin Ody Z � t RpilropO Canf,Wet>rm a6�Fi O y �i urbpn R19nt Turn Only Z Crosabuck REMOVAL ITEMS EX PR urbon Tnru ay Removd nD T T -7— Wb— Wb—U-Turn BltumiMus Removes Ur Dpn ComDineO U-iurn LTJ Rpicn Pattern Rural COmDlnptlon Leff Tree R.--Skge Rurd EOmDImpliOn Rignf RIGHT OF WAY ITEMS Df PR Rurd left Turn 4ror Euture ROM CorMr Monument ❑ RUrd Rlpnt Turn A,— ROR—.1m ■ RurOl Leff Turn Ody RON Lina o Eosement 7777777T7777- �71mlT7T Rurd Ripnt Turn 0., _ TemDprpry Epaement TT TT TT TT Ruroi TMu ONy I STANDARD SYMBOLS, ABBREVIATIONS jI AND PATTERNS L ISM,t sof RI s STANDARD 00000146 NIGHT OF WAY ITEMS E% PR ROADWAY PROFILES EX PR SIGNING ITEMS EX PR contd. contd. v.l.Inat<aror ACMaa comra una —AC -- —AC Revere.Left WI-4L POMC InalDOref s s of St— Ac ea Con Ac....Co."a un.n Rpr- —AC— -AC- Acctra line 6 aR— •—AC—• E-1--E-1--..8—.PeMr O R03"a C Fence Reverie Right 31-111 al."Sit., �e Eaceii R03 I.- —X$ - D BeDln Point ROADWAY PLAN EX PR T.o iay Trofflc Sigh K-D ITEMS err.carve Data VP1= VP = Ixaf Siz., 1 ELEIA EL1V- came earner E Concrers ROrrter Detour AI,•pO 320-210, PrO Ditcn Pronto Left Side _.._..---_-._.._. -.._.._.._.._.--. Gets Slz.l •••° Edge Of POvment ------ Otrcn Profile Right SIO. ---------- — Olt SnOlAaere."al- -- ROOO.ay Prof ib Line ------ ano C30 Llne -_-_--_.--.-__._. Left Lori Msec Ahad 320-SLIOi S-1 Sneer Profile Left Slee -"-"-"-"-"-' ..of Slial K A111.9-SnaulOer Storm Serer I".0.R19nr SIM ---------- Sla...e,1 011—yi ------ O SIGNING ITEMS EX M Rld+t LOM Cbiea Mea]370-SX10, caerir 11 Ixaf s1ze, _ Wararan Plat a C—Drum Or Borrlcops o O (f ROa]gos.e Mena 370-7101 traffic Stanp f E�/2 Dlaf siz•, iorncaa.TrD•11 ISL®.q1 ~� corraaotea uedan ® O J_!LII Roa1 ConatractlOn Meoa 320-1-101 _ W"—.typ•III .rt IXof sl— Impocr Art.Mafor Wart n Arr0..Itn DI•trlct OffIM SOrrladle filen E.Q.LIM 51MI.LOM Ah.- O IXa1 sue, ..of size. 1-1hO LIOnt Slan Q STA. 45+00 Tran3lflon Left Ill (� XOrcn Line .of Sue, $IOD.Llmtt Line --------------- PanNal TYDIOd Crani-$..tion Lin. Of iitlOn Right i4-2R va,.la n Ixal Sl- 01....Iah lze.01....Iah of Trofflc STANDARD SYMBOLS, ® •°p�•m•_•'rte•°•' ABBREVIATIONS Sian FIaO A AND PATTERNS 1Xaf 5u., Is,- STANDARD 000001-M SIGNING ITEMS EX PR STRUCTURES ITEMS D( PR TRAFFIC SHEET D( P11 contd. MS One Nay Arror Lr0.NI-6-101 Boa Caver+Barrel -------------- cap.MumDM I_1 waf slzel ' lr0 N.Y M LerOe NI-T-101 No.C.—...droll _ waf Size) r ~ Leet Tvn Green C'- 8—g. 8rlage PIN, ------ ___-- Demur w-IGL-101 0 Brid Left Turn 1... �� INaf$12e, 0e L I Demur W-IOR-101 ® Retaining Not —————- II II Naf 51Ze1 lr 1' Sana Boaepata One eoy Left R6-IL C= T......ry 5-1 Piling wdf size, One No Right R6-IR Signal se.tlon B••1200—1 war Mel Left Turn Lan.R3-II0GL a signa section 12•'1300 Nar size. I Nam,/Don't+Id,L.tters �WI Nee.L Left Ne-l- �w l war 51x.1 0 ...Left R4451- —/Don't Rod,sreaou Iwai I Al mt Rizght R4-TAR TRAFFIC SIGNAL EJC PR _ ITEMS ao Right R4-TSR oaf s.z., a G—steel Consul+ ----� -I.—Coale $too Nera On Pea — wdf size, 0e+eator Loo.Lin. Stoo Nera On Rea R10-6-.R a1 war size. Oemator Loo.Largs Q No Left Turn R3-2 0--Loon Smell ❑ of 51ze1 No Right Turn 113-1 D.,ector L000 Ouaar000le B —If size, Road Cl sed RII-2 Noir size, ...a Closed Thru Traffic RII-2 Nar slz., STANDARD SYMBOLS, ®Im,,,,N., —, ABBREVIATIONS uxo ml � AND PATTERNSal BI r �rr�lrr .mssto I' STANDARD 000001-06 t� TRAFFIC SIGNAL UNDERGROUND UTILITY ITEMS ITEMS Icontd.lEX PR UTILITY RENIS EX PB ABANDONED (contd.1 EX PR Caal.TV —CTVCTV— --i--CIV—A- Tr 1118 sign., 0 .hector Baee.or Fl.cinc CaPI. —E —E -/ E T11ffIC signor Conrro,Bo. Dim/ l-i—Malt All CD 4 Flaw 001C —FO— —FO— -J—FO—F- wOt.r Mp1pr Ll Gas Pipe —+G —iG— -l--rG—r- pater Me rpt V°Ive Bo. C on Plpe —0 0— 0Prafn.Lln. en.D•r.Cfor MognefiC C>- wr-- aerial P..er Llne —A—A —A $anirafY s..ar ->->--T-N ->--Y->->- l-T'fr'-�-I-N-N- Canaat solid. • • T.I.Phone Code —T —T— -/--T-- VEGETATION RFMS EX PR toms..' cm B o.•r Ploe —W— —W— -/--+W C.Ifao.Juncr+on O O Deaa„o.a Tree O wood Pole • m UTILRIES RENIS EX PR B.ah or sh— o T.mo.sign,, Head Comrou.r ® to Fverasen Tree O BonTae m G UouWe wCnenolp ® m stoma • Oo�,a panonole ® m Flre pYgranf Y Dr Cnpr./NIs•fY Flrn --_•-.--_•- _ IMo,D.ry paMhda ® ® G.Ywir.K D.aamon 4nchor -f unction B.. ® � woo°.6 Bush Line 11onOflob B G WATER FEATURE EX PR Pea.P.sne.ffoh oetecfor • • wprr D.ty.ohanole ® E ITEMS Pad.Signd Head U JWtflon a.. stream or Orolnoq•Dledn Po.ar Pole$.rvite ff t light Pae tt X woi.rFag. -------- s Prlorlfy Vert osr•cfpra onnole O O water s.r rota iMleorar signal .... b Pio.il-w.rmng sign w.ter Pam sigh., wem.ieoc.aor. b - P...r Pae + olrrn signal Poar O • Pa..r Pole-h Light closed ard.n TV 0 09 swirorr seer cl—t O Mora hvz.o.n eow,awy - Vla.o Deipeepr sy.r.mv01 Q solid.Bo..—Gl— ❑ ■ T•I.a,°"'sPlld.B°" Adore -Sod a STANDARD SYMBOLS, T.l.Phane Pole o- ABBREVIATIONS + AW, AND PATTERNS ..B of BI ... mpPK. ali ' STANDARD 000001-06 S�­ lO1.5*11.52.1 llol.ol. Sl­d�.141it S'11.52 od tyolcd. F"-7"'- �'11.22 lt�olr� Nq \q w \4 \v \q \V R.- l.. \Y w \v D.­'obft w w 'b 0.1.0— flare wo,n -Ing 5'11.52 �y W * a..-b­ A Sldl T-nir,, \Y \V \V \V w w \V N, \V \V \V v \V RMP Ildl l.50..t. f- R1.p Old w W Zb 0'0' ly ly \V 1.10 l.rg-no, .1 roadlo, 5-6'bet—an-b '..p. O,.flr ed�.of WOM Edg Of Cr...... %w 6'11113 D--d /G'll-33 norkln 11y..' b RAMPS IN LANDSCAPED AREA D.A— RAMPS IN PAVED AREA 11.1 1 - C-O- SETBACK !r 5' g.tt" SETBACK < 5 1-nIng O.c. R—P L-01 In.ng on.9.1 t.r T-ring..... R—O d—6 1:50 ':'2 ET:r A 1:50 mx� .112 -L A ornin,; //-Sll 0 IL 'Ell,DE ------- SECTION B-B 't,. .1...c.rb­3—-1 SECTION A-A 12 Wn,th ­�ed 15,.1.5 Inl r—inO-0.of In..-0 r -on 1-1 -1r.Int,­ Mth to 9.c�=15'...5.1. 6 1.--n too of r, y l S11 Shlot 2 for GENERAL W7ES. F7 4-L"D�a R— DATE REVISIONS PERPENDICULAR CURB RAMPS j-1.15 1@n.,..a.to­.vd.­_ R- r. Ch'd Upp,r SIDEWALKS PA- joint 1.T-11 g..c.. FOR 1,!To md 11111.1k�king, DETAIL A SIDE CURB DETAIL .I'1.83.1 In.'nSide STANDARD 424001-08 d .-or.R-G.r. l� ` .arectaD. Pomp ba nln0 1 ,Ior.� ......D� w w w \V \v \v w W \V \V \V W W nllq _seteack 1.52.1 \ W \V \V W W W W W W 1V W W W than 5'0.52 ml \VW \V 11 \J \II W \v W \V 1 \V \V a E V lop~nSere ck greO�er 1' ..... 1:50 moz. – —inan 5'0.52 1 r.i5\ax C pi 9 C s,......lath L E Sloe 1 .?:y%�•-i: LO.K '•11.52 m kn0lnq :. X:.. C E Ypictl. 1 � cure i---- 1.22 ml min. – sla..dw w1dM e : �•: ;:-. .::: s•1152. L ty 22 11n _ a nw I �preo.ed .. D no mo,kl,g( + 1:10 mo \ putter klnp ItYD.I pressed �<`drde Of rOaowoY 1 \--M D b D gutter C-os.wo. Eo9e of I �F e Of...... king 1"0Q �Turninp apacagutter D acro alae Eopa of rypre TWnin9 soot.© putter RAMP IN LANDSCAPED AREA SETBACK > 5' RAMP IN PAVED AREA SETBACK > 5' Turpinomp RLo.ar IT01rp Deo sed—bn a• n mi min. a�a°wtt.r D.—to.. GENERAL NOTES orMrp� NI slope rare ezpr.EEed aS.nits of vertical 1:50 m0 . W".ceme-ni 1o-11. f onoriiOnt01 o,spbcemeni —' ®1:12 �Sse DETAIL urnlnp apace le c side apposite O amp,i minlmum�anglnl a` �/' ping space In direction of the romp-run ahan De 5'11.52 mlTne a 1:50 mozimum°loos Ia anOwn.1:60 is SECTION C—C "r`d. (D Turning apace n —'red for ramp EIODes See Stan d Go600l for de tall.of d......ed curb Hotter than 12o? adldcanT ro curb ramp. T'. r—N).lope of the curb ramp L101 Mt au olmenslona ora In ir(Cnaa(mNimelaral rewire the ramp..gth tO 8zdeed 15 14.5 ml. rwfse SnOwn PERPENDICULAR CURB RAMPS Yo _ FOR SIDEWALKS ,�J (Sheat 2 of 21 ..mp co vms STANDARD 424001-08 sidewalk width a)'I2.13 ml etl re wnere rypkal.Petla%den access route wimh a'II.Zx ml min. wa trade ninq Tumin s ac� De reseed cWb � and 9uthr . See DETM A 1:50 m Side curb wnere a7 ra9eirea SECTION B-B Turning spa« 1:s0 max type U.53klsz ml I typical,e'aa• i 11.33a I.xT ml min. Crosswalk 6 Flusn with top of \0 martin9 IryPI 11501 tlwaY cub and ��� op of sldewaR ming S lceprcase0 aero ug] Y sol a rM 9uner ° R+mP A * Cleer space m �Eapansipn 1pinl [M1ickP �m�^.I1zzx1:: 1 L— E— DETAIL A SIDE CURB DETAIL GENERAL NOTES al dope anos are eavrcssed as mite pr aertical \r displacement ro udrs pr npmo^ta msplacemem of roadway 9.1 at lu HI •.ire 9 r WM1are tM1a turning space is constrained pn a title ep.Ne minimum 1<n9m If Ne npa lscenin[ne—t-of Me ramp-run CORNER PARALLEL CURB RAMP nm ea v(1.52 ml. n9 Wnere l:So maximum sbpe is snpwn.1'60 is pretertetl. Dateclabl<wpm—alesnn the,ideal a ns but the fpllpwi^gplaceme°t P-11111s cure ramp or blended[r cure ramP or Warded tran sidaw arcanowetl. Sidewalk a^ - Ino maximum Ienglnlalt Ino msaimum le^gMlslt sltle nprtler Delectable warnings ahpuld ertend �' the NII width p1 ma walkl^g surface(eaclutling ® Xarad sitlesl b a bottler al-9each side up to CD I In.(SU mml un width is gnawed. Ciro Sal—-Delecta-sa--a«area al th,back pf caro s u1 cly elan with tna caro but.t a gap up[p 6 ilin.(Is0 ml)behind Ne curb is i - SECTION A-A a"°watl 4 Sae Sb^dard—001 rot d<talk of deP—lad Nro l ®)ne mndiq slope dl a<ero ramp snarl ee adiacem 1.caro ramp. `p 1:20 mm.end LIZ max.Tne runnmq slope pl a bleMed hansiban troll be 1-.IO max. NI dimena es Imillimetersl mess p DATE REV15ION5 CORNER PARALLEL CURB Ilanpis D<pawmen[Of)ra^sp ti- 11-19 neuro<etl upper—.9.add. bla^dadla^nidnINdetac°abl° RAMPS FOR SIDEWALKS W a• wam,a9 tplere as 1117 ReMsed sidewalk wWtn t° rwleda:a Id101 ddrar STANDARD 424011-04 bmina aero. i raw CLASS��� EOr,g11WIM1 JOlnr- Exlef.pT•'t �SSS ( eared lone Op•rat T'Or LI formed tiro Peraflmsl 36 19001 •� - n An9�es nor less roan 60• A E'B SECTION A-A SECTION B-B 76 19001 a•-0••11.2 ml N L min. ( ( ' Exlarinq IanglruOlnd 1pint �`. m'"eD Exist.ppv'f E.W.pav't sOr.d groove ( ` r z r B 0 B B B B �.. .'/:rtmn �•e•-m•n.z m1.+P _ pf Darr. 6•-0••n.e m1 I f 0 DETAIL OF SAWED i L.A L•C SECTION C-C SECTION D-D CONTRACTION JOINT Angbs rot lass than 60• Angbs not bas rnan 60• Mof- Longltudlnd lo—.—D.os d—lbd on standard 420001,except t1•Cara Ore not 1e0ulre0 for POfchas 20'-0"16.0 ml Or less In lengfh. 36 19001 CLASS D ` m ,Less A.glsa M —n 60• �-Ezlaitnq bnglfu0ln01 lolnf r. Va IaDb 36 19001 s•-0"11.2 ml F --- ln. 'R Y?togY � VorloDle r..E �+G z r CB z rB z B B B B B r B B r t 'D \ B B B B A AIbs no,1.aa L. C `-lv,au nmLsu rhos es• L"F L"0 ( Consfrucflon lalnf Exle,,pav, ( E—t.p-'f - I V I Ola -_.I ..E xL ist,qqv t - , 0' 112 1 ro � E.Ise.Pov't - 6-o6'T1.e mlml SECTION E-E SECTION A-A SECTION B-B SECTION C-C SECTION D-0 IBuilt in tro Doe Ot�Ons, -� GENERAL NOTES 1 Exlatln0 tle DO 15 snOx V*eirner cu,or rampvad. !! EOnslfucllpn lolnf ( ( Mprglnq Dors s Oe De C� T-0"10.9 ml 10 MI OlmenalOns Ora In Inches lmielmatarsl 6'-0" 1.5 m1 mss ahem. e GATE MEMO. CLASS C and ®brmle Oeowrmenr or rreueorrane 1-I-O6 srltcned unite t n ,•-0•'109,' ml� ,•-0"f0.9 ml 10 IExlaT.pavY- Erglsn Imatrlcl.O D PATCHES rztzF--eaz-o<��m G-G rl-m nemaed x e for wEo _ SECTION F-F SECTION CIOss C POfcMa. iwit m no opo arI n•, STANDARD ((220I-03 L� L. L PLASTIC STEPS EE E l IVnbiOefVCiufe '� 1 A `-%:a7i nemro�ceme��ow PLAN VIEW SECTION A—A L W;&250; a I` ELEVATION VIEW ®,a M� .T MANHOLE STEPS % ' iS-1 1 c«Ii o. - STANDARD 602701-02 L -- L 4 i i } TYDicol bcorfon for nfnmo derlca. .ease rlro relDeDrooman,. •6ar 11501 80,: BC \ \ aae1 ,R I..a rael.) A g B 1501 •�`� Relnf.Dars lade taWel NO.9 1X0.1]I Oars / 30 I160, PLAN (REINFORC WN T BARS) WELDED/IRE FABRIC) 00 Da D D NOW Bar C ea C Bar C Bar C u Usa m ar� or asabr T T Wee e T D T T 0 T D Uae m tRla ) laarl IR-1 tRlser) or aaaNr� SECTION A-A ALTERNATE JOINT CONFIGURATIONS SECTION B-B P"'ua GENERAL NOTES Tne flor slap fDD may be used Im Ibu of res*ederec roc,e,O—on Sromeorea 602001.602011.602016.602306.602401.or 602501 o e DD,I°n of me Conrracror – n'field co"dlfi—DronlDlr Me �4 uaorOf,aoored roes. TABLE Relnforeamanr J��6 p.IL VI Olmensions are in mllllmerers Ilncneal 0 T De C anleaa oinerr150 snore Imin.l eaolr dVecflan alxe C 36 s 6 —0.2-0—In./f,. ND.4 19 DATE REVISIONS PRECAST REINFORCED 9001 9 v 11501 1425 aa.mm/ml —131 14801 4-t-16 CDanOed 1.1—.O6y,D ®1gnO1H°�OQfA°"'°'if°�pO"Ofm" <•0'• $ cl 6 0.35 aa.In./f,. ND.4 26 're de°rlr.relnf Draomenro. CONCRETE FLAT SLAB TOP 1 6 2 ml a 11501 1740 e0.mmim IRD.)61 )6601!ypg� -0" 8 OJ5 A4.k,./fr. ND.5 32 I-I-14 Om r.ce a 11 for iif-OfmI --"'-' 12001 1740 Sa.mm/ml IND.16) 16101 0.� p1e _ ''na'DaD. STANDARD 602601-00 Wee, i L. 2e 16001 T m aL iENNSTE MaTENIaIS FON pKLS m? Prp00ef R•InlOrcea Concre•$e0'IOn 5 II51 c—e'e IbsonrY WI1 5 251 `- Caat-In-Pb Concr•1• IIS01 8rlok NDaonry R 17001 �f 71501 R ha V - Is sem tlnlpaa '. rase n f•a -- or foe Dlana. _ �Nei,coecconcrare EIEYAiION PrefaDritOf•0 e � Pf•cD6T relnforc•D s1etD..nen '50) concsIOD 66cffo�cea tD is lana us•D. 1401 IIISOnD c Sano cuaM1mn - GENERAL NOTES _ �'-- 6o+tom sbDs an011 Dp r'nf O'Cea. n D min'mum nlz of 0.71 m5x.um soo ml in oat d-11,11-1a n o D m cinq of 9 123C1- Ro* m s moy Dec teat I � aerxmmmslurDrr e fopric0 or:nD.e.pr.rD I, ALTERNATE BOTTOM SLAB single ro.Of ro forcemcnf arouna fne 'i.fcr � mor>e urnlzea. a_ I almens ar In InD s 1mWime+ersl ' nols Oso:�ms�*of Irmssor rar:o D DATE REVISIONS n i uNass o IMr•Isa atq.n.ne d rel n slDDa. CATCH BASIN TYPE C I s5 II aDae .P211.:' x.Ilml•} M1•ignt. •scO •Does general no — �� a IIC9 Sa+cM1•D colts fo Ip, Engllsn Me+rlcl. STANDARD 602011-02 i L L i i fi Wssets ailo�n la oermmea o 0 CD 0 0 �b❑ ❑ ❑ a'a O O o p000000 B E o o o E D L •$ O O 1 t o 0 0 0 L ❑ ❑ 0 0 0 1 G�C�O 000 ❑ ❑ ❑ ❑ O ❑ q o bo❑ ❑ 000d opo 000 O o �Q❑ ❑o U V B L t J 221 '®® 22 5181 �LX CAST FMME I SECTION C-0 SECTION F-F on s+eo. e+ zz 120•......nd' al 51fi1 zzI ISi81 1 1.. 6' 11591 1 23 291 I IfyUJ 1291 1/ 1021 —1 1� — I5Be1 I r 291 F f 291 21 ,net I SECTION D-0 .y.1191 I+yD-1 16• CAST CLOSED LID GI.,o-on U. 2a SECTION B—B SECTION E—E 16001- 29�16901 N IBfiel CAST OPEN LID ADA COMPLIANT SECTION A-A CAST OPEN LID crar tro" :Iminlmere�sl DATE REVISIONS FRAME AND LIDS L ®ni ois neca•.me ;r .meuc c•mc S anensee 11eedll*eloonn lnc9o maoreTYPE 1 "'T'—E" 1-1-09 S�i-cnee unl+s+O x,l En011sn Ime.ncl. STANDARD 604001-04 L B-1 — r '� 3 II III I I� I ry IIII I I i I I I'll see DETmL 6 C 9Yi C IDII Iul Ilil�I II Ilf S L� I � ISI I� Illi I I' I I I I I� II I of F i 1 l I I I I I +I — ill 5 4retr we I I Ii l II 11 11111 I u 22AW III (559a19s25) III j I II' 11 IIII III IIII i IIII II I II i 1 I • I I I I III mA _ L - B•� 1K 6RAlE 1441 2 (5ll (55656S) SECTION B-B 51 5 5% 3K II401 11401 11401 1831 1K 3K sS 5f 5 IK L 321 1811 11401 1 1Ia01 U01 (32) 4 D 29K 294 L —1 (743-749) T 25 I^ 164D PLAN-FRAME 24 see DETAIL A SECNON C-C (616) 23S 15971 K(31 R 224 a (572) \�\ 3y 3 — 4 N n m e u m �n -.„ mr `\\ 600 � 1191 SECTION O-D mek MAILA All dimensionsinches(millimeters) SECTIONA-A DETAILS mimes:otn �se�:lwn. DATE REVISIONS FRAME AND GRATE ®oilrois Deozrtment or:nns}portanon 1115 Revise0 aimensians of — "4T` TYPE 24 w s 1m1-09 Switched units to English(metric). STANDARD 604091-03 l9 4 L L z P, • Or.tMga Coefhp Pavement �— Povem•nT IIT51 RI 5nor1 rOOlub turva 2'No.<INo.1]I Dprs I+n p DOs ceo O mlo-oeDin Bock of wD i O CMiroctl lon O� I.nan epoce Dermltsl� — LI+rD-I �:I ypJ 1 2 Pc DEPRESSED CURB BARRIER CURB 5'-OT s'-OT Eage of it 1.5 1 11.5 1 pavement lMe :-j B.a•O Co trp.Tlon J.—1+ro.l T...tionnoptions, Cons+rucIoMT 2-No.a NO.1+lon 31 sots ADJACENT TO FLEXIBLE PAVEMENT 1. form.iTn%B nl tnlck steal temO�O+e .ifn 2 150)mfa CI. OraMOge coat.. 2 1501 Oeep.Ono ee0i. runout curb Dox 2-No.a INo.131 oars Bock of curb 2. 5O.2 1501 oe•p OT<tO 2s pours. no sed. doeeo.+Wo-Owtn O I.—space P.1—a A 3. Insert 1201 W.w.I.,..d loin+filer f.11 'n on..I.- z nom a I� PDVem•nT 11151 Ppvemen+ -T R, 15.-0.. 5•-.,. Eoge of f PIAN t.s au q.s ml Dovemenf � _ L _ «E a Dar—,.b,.c `TI•Dor TI• J '. wfner eypearoermutem I•IA swfbeIng wlA—f—Ing DEPRESSED (SMB BARRIER CURB �2 NE..; _ryE :. ape•sows• .' eaa•cows. .'. 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 ® •• >+»+ _• •_+• AND COMBINATION , CONCRETE CURB AND`GUTTER i STANDARD 606001-06c r•cl u a .•v c.. er i A_ 2-No.<INo.131 Oars Nee- be- DO.aYd contraction lolnf wifM1 2 1501 min.cl. IPIOcaa In.. Station cairn DavemBnt JOintil Oroinoge coating cOnsrrucllon OD110n, 2-NO.4 INo.131 bora rirnoui curb boa 2-No.1 INo.131 Sari DI«e0 at mid-depiM1 Bock of curb 1. Eorm.'Th%IJI fM1ick ON Steel}am0lote !when apace Dermits .�14501 Ibn�«rN 20(- S 1501 Deep.pna sea. data°ar mid-depth b O dace ne space Dermlra) mla-daprM1l. P P 2. so.It to 24 nous.and aaaL IB 11501 long do.el Oars OrOinC9ga coating 1�i2 13001 ` .1-.h solus cur e IM D Sok Such ba anC.A ItYDu so us, and Coonafructlan cure Bock of cure _�L _J L.panaton - r _rM.) C lulu r«tlOn 1 Int O Do.7 O .3._0.. I op 1 1251 In.1 1$E 1 v 4 IfypJO' 1 clothic. 6 rldfn DETAIL A 1 .Th'.mmenalon v, �dlzs)�tthlak Imin.) EXPANSION JOINT °ol.-O to algnaw preformed eapanslon lolnr on a adlacent lDlnf filler. Davemen+�n n^ I]m 3 m COa r r lr rfo, T ITO 1 IIID 1 ­lred for IIT51 0" Ed. of in. fn. I..... c D YDe. 14.5 mi 11.5 m1 14.5 ml D°ven'w'f El POvemen,e.Pwa;oM Joint Cft•r f g wid+nwith mr wnnpun dowel. PLAN a rear a r ADJACENT TO PCC PAVEMENT OR PCC BASE COURSE Pavemehf -lb ,g, C .....•. Tie par , B C B ==a C• DEPRESSED CURB ADJACENT A T TO CURB RAMP ACCESSIBLE Povanenr S •6X ..Xl _I �t7 ppe RI Ti.oar ...•' TO THE DISABLED -_11 DEPRESSED CURB fTYPICALI a HAA aurfdclnq .. . ..,.. ...:, DTE •�-.owntdeie caro mown GENERAL NOTES TI.bar J S.F.6X wh.r rroea oermlr real me Do......0.°f c occ low cmrp and 9-1.1ns bar sd ad a«et fe�m D em anm ue ""' sem•oboe supDada O•6X r .DDOA. BARRIER CURB MOUNTABLE CURB - ____ 9(2225)rnen PCC boss �a omI*tea. T 5 B(2001 3e r=Thick-°f p°vemenr. 12501.M1e1 PCC m TABLE OF OIYENSIONS TABLE OF OIYEx510N5 1 1 cause>8(2001 Longl,udlnol loin,,Is pars sr+a11 pe xo.b Ixo.191 ar BARRIER CURB IAOONTABLE C1AB L-PCC D° L Tle ear 24 16001 can 6 in OCrl+n°et011a for TYPE A B [ D R, TYPE A B C D RI RT courseSe Io oitu0lna conarrucrionrlofnraaho.n on 511hOOrd 420001. 06- 6 1 6 6 1 .-2.a6 6 z + z 3 2 ADJACENT TO PCC BASE COURSE 18-15.15( 11501 1251 11501 11501 1251 1Y-5.151 11501(50)IIOOI 1501 175) 150) A minimum c1.Oronce of 2 1501 petraan'MeM. o} 8-6.12 12 1 6 6 1 M-2.12 12 2 0 2 ] z WITH HMA SURFACING il•Dar and rM1e Dock of iM curp anaA be 10-15.71 1]001 125) 11501(1501(251 I.-S.lm 17001(01(1001 1501 (T51 1501 molntainad. 8-6.18 IB 1 6 6 1 Y-4.06 6 < 3 < 7 NA 18-15.451 (4501 1251 11501 11501 1251 1.-10.151 11501 11001(15)11001(151 C The dowel Dori.barn In confroction lolnte w1A B-5.N 24 I 6 6 I Y-4.12 0 4 4 3 xA I-•'{ orvY be rsauireo for mondifnic consiruetion. 18-15.601 1600)(251 11501 11501 1251 W-IOJ01 17001 1100)IT51 1100)1151 j B-9.12 12 2 5 9 1 IY-4All IB 4 7 1 J See St-ld 606301 for oef°0s of C-1 ft 18-22.701 1300.1501 11251 12251 1251 10.45) 1450)11001 IT51 II001 1151 R1 s B-9.IB IB 27-5-F-9 1 .-4.24 24 4 7 4 3 xA Pavement y ZX (Dodo. IB-22.451 14501 1501 11251:251 1251 1.-10.601 16001 0001 IT51(1001 1151 ,�.;�,\ px dimensions cre in Intoes ImMmar.ral 8-9.24 29 2 5 9 1 Y-6.06 6 6 2 6 2 uNess o,ner.lse sno.n. 18-22.601 16001 1 01 I 51 12251 tz51 ON 15.151 II501(ISOI Iim(1501 1501 NA -Fa corner Iilanda pny. -6.12 L. 6 2 6 2 Np RT DATE REw1510N5 CONCRETE CURB TYPE B tY-15.701 1]001 11501 1501(1501 1501 •,� . '•:•:,``: _V-6.18 1B 6 z s z 5 ad«a B-6.os reas.t5'DD.rler AND COMBINATION ®1ubals Recv -� +I msoe,ra 1 _15.4) 1 425 0 1(1 55 0)121(1501 121 �� `lte Dar cur0 and qurter to taD1e "� -" o _,j-_l__14 15.6Dl Isom nsol(sm nsol 15m er"'°"°'°"'Y'' CONCRETE CURB AND`GUTTER M-2 06 IM-515)and M-2.12 IM-5.30) 1-1-u °d«a goncra,Dte ,r 21 Aoo _ regardlnq rsaplremen, STANDARD 606001-06v 6 1 L L L rH I TABLE OG OI VEH510n5 TABLE OF 011Ens1Ons vdldy,• ——_— S TYPE SB MEDIANS TYPE u ANO SN MEDIANS aJa 11PE 3 C 0 q1 TYPE A B C D R, SB-6.06 6 6 5 i N-2.06 6 1 4 I 2 fie ISB 15.151 11501 1251 11501 11501 1251 M-5.151 050:1501 11001:501 1501 \ xa.D D SB-6.12 12 6 6 1 N-2.1i 12 2 A i 2 B ♦ c5B-15.70 13001(251 1150)(150) 1251 IM-5.701 17001 1501 11001:501 1501 F L J 58-6.13 16 q 6 6 1 54-4.06 6 4 3 A 3 ISO-15.451 (4501 125) 11501(I5C1 (25) ISM-10.15) 1150:11001 IT51 11001 1151 P day. Dprlmd keyeD SB-6.24 24 . 6 6 1 SM-4.12 12 4 3 A 7 ISS-15.601 (600)(25) 11501(ISCI (25) 154-10.70) 13001(T ITS' 11001 ITS, F ngF.1�OY Dns=ofn+ 7 S9-9.062.IS 5 i 5 5 1 Su-A.4 IB 4 3 A SB-2.51 1 01 1501 0151 12251 1251 SN-10.451 144 OOOI 1151 1001 1751 _ 13-22S"S. 2 12 2 5 9 1 54-1.24 2A A 3 4 IT SI 1-1*0) Il11 12 11251 12151(251 ISM-10.601 16001 11001 1151(1001 Ii51 53224 5 2 9 1 N-6.06 J.1450150) Gace of c✓ 155-22.451 145011501 II251(125)1251 ISM-15.151 (501IT) 1505-S.4 2 5 9 1 54.6.12 6 2 01 1501 11251(2351 1251 ISN-15.701 (501(1501 1501 1201 PEJG Der.een r101e5 .IB 15N-15.451 1501 11501 150) pa menta1W vo* • SY-6.N 2 6 2 TYPE P MEDIAN SURFACE ' in CIS.^ rsN-15.601 1501 n501 1501 paYement. SOUR MEDIAN PIAN 1RAMPEO NOSESI Y(201 PEJi L<a fapb) TABLE OF RAMPED NOSE LENGTHS D�tara wsyd R=3 IT51 ,lo 'xPE OF HOSE_ L -__ R=](151 Rv. L -7- Sm111 Islono 24 16001 =2 150) q=2 1501 - Intenlare INmd 4 Large IM.- 6' '113 M 'Improved•suDgrade / Improved•s ••••• (I.B ermm1 upgraa• 120)PE omen `CDD'saa daggrsgate Y.1201 PE�. n 0 nf J dlcceDcc fItl degrade "j"", SECTION F-F SECTION G-G Sl000 m" "N"I"lm W9 is 12'17.6 ml• •$Y Dr SB a -.1: HMA I6':5.0 ml for type Mr2Y1M-51 JY— NDTE 0 OD+lona _ RT Is J1.. . . I cealy N-2 14-5)type DP �ear. lolnt Rr=3 1151 HMA surfacing RI PCC N HMA(v }nlCknesel Q -T— PCE Improved suDprada F-17 cp✓I I� H / se� HALF SECTION FOR FLEXIBLE PAVEMENT Impr Drpa ImyDvd swgrda• / \\ // suogr aaa Soma v supodsc.or J ` 1 tsr•a J M^r gutter�d9 for ncecons^aloin 5 12251 AI ar ''1200' at, moi�Y IC 2501 4, ' 6 2091 PC CONCRETE ISLANDS HALF SECTION FOR PCC PAVEMENT HALF SECTION FOR PCC BASE COURSE AND MEDIANS sxo I— SECTION H-H ___ _ 2 os 21 �Sr.As,�X(�1�.-Teaes2� ,ixPE Su.SB 6 u-5 14-21 NE01Aw5: STANDARD 606301-04 - S..DETAIL 11—\ D arc ontl au+*e — I: •Groo�.a '•I• vim.rgtlimga 6Dr..vaa' _ 24 16001 \ 1.99 ml Fore :FwG r0 E r E Foc.o+caro see DETAIL I D DETAILTYPICAL PN OF MEDIAN ISLAND (SF=SNFfI J FOR 0=i•IIS Of R•MPfO NCSf 51 -Face 77-71o'—) r 2 O Coorner 17 Grocve D 0 Sec OET•IL / vo retlrua I s..DETAIL I11 128ODI m��o DgeN r D z-crcc.egNDEVUL II Grooves r Z \ D D Tyolca.e,or. corner angle is carnet,non 90'tl g far o,M1r D D 90. °oan cc�� �q 2R 16001. h F 90 6p0i H ' e r F ��1ry 2 b� a0Q z•16Cm o+fee+ for J SMALL ISLAND GENERAL NOTES ' — 36 I —� uroan contli+lOns PJi=PrHorme<e.Dgnsign fil.r. r'SG I ff"t f INTERMEDIATE ISLANDiomT URGE ISLAND arg (FCR R:CNT TURN LANE DESmFO N01E plans. °you+ane rgml soon Da as anown on+na No,Dlocxou,a® for me Is(oneg ngllDa. .ntlee s - IFRLE FLOW OLSIGNI .rmingllgr will Iln.,.O w M1 Dro- x.yetl longit�e;ngl c +rut+lan join's angel De TY%CAL PIANS OF CORNER ISLANDS oogetl or..Long Dgvem.ol loln(. cons-ru<..a.;,nouon+l.Dors. ISEE SFEET 2 FOR DETAILS OF R—ED NOSES( r e Noses QI ane© s all Oe ra+patl u- Sae S,gntlara 420001 antl 606001 so .*oilg nc, Y•rzcr PER egg noise o net non+n.Dans. n s-.ow,. (I�J� Y.2DI PES bee goes,2*fo,1-9,ro sba.f 1 I Por°m n 5(ooe+ = Vor. of(ine PcurDFJF C 90181 no tl—d' ec,ior. 6% =PCC Dqs.c 04a N Pgv.men.o occ Dase tour 5e,nicxnssa. [Darn .Qg-oo+e J , ymeng a.minm.,.rg1 fFll,o guDq— F CD cygregq-e + s °a�D��n• fru°+a aucgroo° Pgv....I J DATE REVISIONS aPCw CONCRETE ISLANDS ®enol•nsoo,..n,or Trm•Per+q.a metllgn isancl, t moan / 1-1-09 s.tscn.e units t F«°0 aDl.—0 J EwRgM1 Im AND MEDIANS xo - SECTION 0-0 ' trztrr ta���n�t Ewe f SECTION E-E I-1-oT s.;+cM1ea ro Ro+.ur. �• =-D :Dos au INFA•1 STANDARD 606301-04 r—ology. I_ MMM _ (D _ _ _=> Eoq.of Pay.P L/S Isla SnaWOM a \ I 1 ° o 0 0 0 0 0 0 0 0 ° 0 500'0w ml min. 500' ry E loco'Iwo ml mP.. aw U17 a uc.iM rRKr � DrOl.c+e .an 820-1105101-le .21-1.01-.6 GENERAL NOTES Tnia StonOrP is ubs0 roars My venlUea eWIDI.. ork...rr tn.fr«tivlti..eM For m01niMMcs�_ —oaIt,the In TM f P IS'Is.S ml to 211 16001 y from TM eOq.of..IS'1+. ut1131 .D, I.c 8Etl CdcubTa L Oe fdlOrel 820-1101-.0 SPEED LIMIT FORMULAS E,gil. IM.tticl 400 170 km/nl L-WS. 832 ■ tM rark«er0tl........A o esb 60 L-150 TYPICAL APPLICATIONS 0,pyrlc«.s Ah..I.I—. 1 1• Utility I"otiona P+25'16 m M+.rA Iw L/O P t—PMP 05 Wh 180 km/N L-1,1151 L=0.651111151 C-1t a 50'U5 ml ceh—s—0.9nn+he remOinOer ofor SIO.MOD.C-9.. +ne eork Oreo. qWx Pr011 InSedlPfion OM maintenMce e= W Ih Of Off"t OeIInpOTor Ins+ObTion In I..,Ime prsl. LdMsc«In9 oD.rO+lons SMWPer reOOlr 5= RormPl 0081.0 a0.a0 $Iqn InsldlPriM and mPin+enOnca mpn Ikm/n1. AN Olm.nslMs a n Inch!ImlYlmatorsl unless rrisaeMOrn. sYNIGoLS DATE REVISIONS OFF—RD nOPERATIONS,MULTILANE, ®�rwls ns>•w•• at 1........ ® ,ork Oreo a-I-I6 CorrecteO t'..in r 5M 15'(4.5 m)TO 24" (600 mm) o C—.a W Pr D<r1«e. FROM PAVEMENT EDGE 1-1-Is R.vis.0 rOrkers s(p• .-..a 1.16 numger ro Pgr.e rite. STANDARD 701101–M MUTCO. L. 100' 30 ml • i — — — — I — — < — — — For any Opera,lon that enc OOches In the Or a da.reen • the aen,erline and a Ilne 24x16001 Oulslae lheeeOV.Of the 100'mll0 M ­*­t for O DxiOO of—thou 15 ml. 1— M' VSMGe r h Wal flashers 0 flOahi.p �� amOer Q ma Ilt oDar Otingr For any aperO-0 that is Ore I'd 24 16001 Out so the ®� L ,dg 0 Of 1ha pavement for o Derlod Of Ieab than 60 minut es LVeMGe r h aual flashe a or flame amper some Oqh,ODara.Ina. L O ■20-T101-AB O ■20-1101-A6 For any ODeraelOn, s t f e 100'170 m t the centerline arM a nose 24 16001 Ou131dsethoeedgetOf e} 1 \ pavement for a period in ewcebs of IS minutea out leas \vry ,hen 60 minu,es. • _ LK�\ O \ O '100'I^C MI �g 510N 5ps01NG L m1 pos,e0 Speed sign5156 55 500'1150 ml W-45 350'1100 ml 145 1 200'160 ml Oj Refer to SIGN SPACING 4tops tor dlslance3. w2o-elm-Ae e20-n01-4e All OilmensiOns a e in Intoes Imllllme,ersl unle35 o rw139 s TYPICAL APPLICATIONS SYMBOLS N-119 patches F/-7 cork Oreo DATE REVISIONS Flea r.ey L 1-I-11 R—i3ea o fie,Sign. LANE CLOSURE,2L,2W, Wil Wione gn Y Slon portage or permanent support a,lon3 pa.een, h tran,r01 sign SHORT TIME OPERATIONS cleanlnq p�aehrls an • rlagger. afnc c 1-1-09 Switcnea units t p„ - Engnsn Ime-rlcl.o STANDARD 701301-04 Awe L. `1 i i `. w20-N01-aP O Ntm O Ol wzo-Tlm- wzo-am-n .20mat D 1103101-.4 100'170 ml _wee. Type I ar Typ°P Borricaoea e4y/one n operat[w— ISO — D 00 • Type I a Type x oo 100.es • OIO ( 100.13 ml Type.Da rlggaea Qz r — m � aovu O E X11-2 a05EP Mx0 A4[ xKxp .20-1101-A8 e0W � w20-7101-48 IIFAD FOlnienpnce � w20-1101-48 Or uilll+y Ie w20-T101-48 PPIO RPxO iq[i X20-1103101-aBb iXc eISAO For w20-IIO1101-IB wN10 0r Opnstrue non eae 110-1101-41 D Ofect3 �� I SIGN SPACING Poerstl speea sign spaanq SYMBOLS 55 500'(150 m ® wort arao Q Xefer to SIGN SPACING TABLE 50-a5 750'1100 m for tlle,anceb. 115 1 200'160.1 0 no o a oruum or—11.atle r Iretl fpr ring ooeranonel For apo -d alaero d aosprea. GENERAL NOTES b 51p,on Dar rade Dr Dermanen,support O,i5 M�401t1oMm nay pe 0...D n10n,5 ony�eniue�seoulpmen*.p priers or --1 elrq 50'115 m b.nen or— or --lues Flapper tiro traffic cow+rol sign Type 1 or Type II°Darrlco0es Ore enc + n the n em ura�(ri a+ cbbure A.y SaO.+•Interval be,reen Osvlceb of oM rafiflc 10 Grin an are. Y BorrlOotle or arum vltn tbbnlnp Ilgn1 mey Da a«,Dlea. Q 0on + balmenstona se sin�ncnes IMPimeier sl Type III pprricatle vi,n flaanlnq Ilgnts 20'es.arum&e'Darrlcaaes at 16 ml cen unbbs D herr n n DATE Xevlaaa fREVISIONS n. URBAN LANE CLOSURE, ®Ie.wla ncs,..�*of r.e.+w.•=.ate yx„ 2L,2W,UNDIVIDED a Pcu _ 1-1-09 SwI,UMa 1,n,s to — A 1ew*r1c1• STANDARD 701501-06 C-recorrecretl sign Noe. weee� A— 6t lwEs Os.�wi10 1 IItMI w20-IIOJ101-a6 W21-1106L101-48 Or Or �O 2 ¢pyp Or IIGN .......... wzo-1101-d8 W2I-IIow101-- wIl-I101-N 0 1 6 6 lywe I or]yDa II - D0rrico0W8 \ \ O 0000 OOSr0001 O �/ R O D ROAD s L I L I CLOSED �yxuD\O c b WIl-2 wG0 aDr��icaDWs O '. DeWn Or sset W6m uEeo W20-IION01.48 W20-110)-88 URBAN LANE CLOSURE, ©I=�I•�p> MULTILANE,1W OR 2W WITH' �- -x NONTRAVERSABLE MEDIAN STANDARD 701601ll i h tlMo Nzo-uomm-Ee+or dcclu,un ilOn '. uNn D oiec+a �• qr p20-5L101-48 Or L-48 fo anc 1. 9y M48 Or W21-1101-48 N20-T10,-a8 0 0 // QI I 0 I 0 I L I Iry GENERAL NOTES TN S--d IS u30d entre at any Hme,day O nlgnr.OnY vehicle.eWlDmen},....... neir r c}Ivitlea a onto on rDe Davemenrdurinq OI Refer ro SISPACING TABLE moulder o nroti—o Ion fM OIE,antON es. reaaMEE bne cksure3,.1— Greas. SIGN sPACING SYMGGLS O2 R60,Ir*O IOr aDseds 1 40 1 " COkubta L OE fotloes: Posted Soeed 51 n OCIn 55 500'1150 ml QJ Cones Or 25'18 m ter.for 250' SPEED LIMIT FORMULAS 50-45 J50'1100 m1 t Kro.DOMd 115 m,. Ad.1}lond c s may De qac.. EMI— SAW"ic, 160 ml t 50"DS 1111P. E.eNnen Mums O CI conn,Orum or Darri.... T„De I Or IrPe II DMrI00des are sed. 40 npn 110 km/hl NST N5+ r n Do uoporr De anrar v0�Dareeen devices mar u or leas. l= 6a L•15o sign o "...Or Dermanenr s D„D1ed. ® Work area U e flogger sign only vnen NaggOr la 45 1}80 k—I L-1N(S) L-0.651NIIS, f� BorricOOe Or Mum elrn+lasnin9 ilgnt pre8enr. pr. Nldtn 0+Offer Tyne 111 DOr11-6 eltn fla.ning Rgnty O For aparoved Slderoad claewes. In fns}Imetersl. • Flogger—h tr Offic control sign. © Cones.—s Or DOrr,cOOes ar 20'16 m1 5= Noor—D0.1.d speed In}Oyer. D Ikm/nl. � Atl dimenafOnb Ma M incMs Imitlkneiersl wgess o}nerelse Ellen. DATE REVISIONS URBAN LANE CLOSURE, Eed 1. g,E Elft MULTILANE,1W OR 2W WITH Rev agree I4\ � nomper tMLTCD. .I,D NONTRAVERSABLE MEDIAN 1.1-:3 0—-r 'WORKERS' _. _ _ _ 1 or 21 •1 '01 - slq"' STANDARD 701601-09 xDU 1.ST � o � 7f1{ Ind "20-110]101-e3 :K n SHOULDER o 0 OPERATIONS "20-110]101-sB Or `i IIY neo-nm-ae � Or NCw) Type t or N21-It 1-.B Typa 11 bvrleODw O \ Oj "20-1101-.8 "20-1101-48 120-II06101-XB w21-1101-X0 _ - ] 3 a tO b 2 O ID O LEFT TURN LANE OR CENTER CORNER ISLAND MEDIAN OPERATIONS Ca OPERATIONS Qj Nefer t°SIGN SPACING TABLE G 2 for dlsrOnca. 0 O aed,ire0 far speed>so non. 6 QJ Cones OT 25'IB mI c s for 250' 115 m Ad0ltlonOl c may p DN$PACIIG T;.11, 1pSO'!IISor TmlypeOenreodrnsf.c 1111 Mumsmeu0ac.sO POet•d s aec sl n spgcln „ 'v� cpdas GENERAL NOTES e lOnr•rv01 Da an de Ices mgy THIS pdy $rnl...... Y r^is ossa r on o ­41 me.slay° 55 500'1150 ml r f7 T( O O °oc °rX r -e5 ]SO'1100 ml De o odea. JVI If °c9 lvlrlas a Her° 1 ca.ne0>�IOmenD wema -Il- u, ur,� usfoggit r <i5 200'(60 m O e ler slgn "nen f ,Iger A r w cons Or bMl�Oer W ption3 calm I— A lo' � fires lane Goaure3 In�urDm tares. 05 ami'♦IS sign won meolcn is ss nm EdC.sdTe L as fpxors: ]ml m for -Olrecri0nd turn•Imes. E1 QS /T 1Y20-T101-M "21-1101-<B © Cones,Drums or DmricaOes o*20'16 ml fVL U SPEED LWIT FOR LAS - centers In rODar. B ~ / lwC Erlpllsn INeirip) Q1 A nced arrow pOmo reWireO far O L 4 B O N20-5101-40 <0 man ITT)km/nl L- 60 L 115o speeds>aS mph. Xis or leas � O 5 m Twee Type II pp'riOdoes.Mums or (TTS) 3pn 100 Xm/nl L-Iw1151 L=0.65­51pre0ter: verrlcd DOrr1<ddes Or SO'05 ml centers. N[1 M ex�"1 w e Nidtn of offset OIIwIp n[M In feet Im•rersl. SYMBOLS Nzo-uomm-eb nzo-va-ee for s= Normp /n d NorN M %cmrrdcr md1T*nmoe mO 'mp d spee ® eO 10 rrucnol dnc uny o Cone,drum or DOrricgOe prolecl3 Dr07ecta All oimensi0ns Ore In intoes lmiNlmetersl unless o mise snow". p slap on pprtgde or pe.anent support DATE REVISIONS ®Imrol3 p.p>.m.n.e..rm pe..p. .... Arrdr DOO d .-1-IB Cm 111•,3 Sig'n„mD•r fpr URBAN LANE CLOSURE, ,on ¢ Bwric°de or Mpm-irn fl,ilhl g light LEFT TIAN LANE CLCSED MULTILANE INTERSECTION s e . mrrd AHEAD. Crr Flogcer.un rrofnc c slgn I-IdX "dead ce.ices c Doord past-eom lfromO1O 1. STANDARD 701701-10 Rev.w sign,um0er. AAl I SIDEWALK CL i� uY OpEP W20-110310-9 for _ SIDE m act nnap uctlOn ' RII-I102-2430 OaSrpKrl oroleais nnb w1-� 20-1108 for O marnr*nmce uSb ana�nny protects Io•n mr sooana ° ezo* SIDEWALK O ao.o Oo�31m-nB ror SIDEWALK CLOSED ays nu�rl con TrucTron CLOSED mom I,L arojecrs sW- SIDEWALK R11-1101-2118 R11-1102-2430 ar CLOSED SIDEWALK 4— CLOSED us- x-n ,, OO W20-1101-48 for Sim plt-1101-2618 main uenonce RII-1102-N10 Projectsy CORNER CLOSURE 9CEwaLK CLOSED A• �a SIDEWALK RII-1102-2430 cL-► L O UM OI R J SIDE R3-1-2021 LL al71102-2430 m emm• R3-2-243243 com O SIDEWALK,CORNER OR �q ata-aim-<B CROSSWALK CLOSURE .�n,oaq>s.axr. CROSSWALK CLOSURE STANDARD 701801-06 i � I IgI J ha Pdr Hln9 space. Q Ot w aad aulled DY typit0l Ork trafficC .tral. 1 � T 25'IB ml SDOclnq c E r A, — F Q W20-IIOJE01-48 for 1NC11A contract ucflon Drd7ecte Or W20-110)-48 for O Ince Gnd Wlll+ye Droiacre SIDEWALK DIVERSION GENERAL NOTES This Standard Is owed ehIll. an It y tlme- a pedeatrl trafflc m t be rerouted dpe tO work hello SYMBOLS J I perfarmed. Thle Standard most De ubed In con)unctlon with ® Work Oreo Diner Truffle Ca w 6 Protect lon StandOrds wne roadway trafflc Is affecfed- h pew lar-able Temporary faelunes Ahon De da+ac+ame and ne t Daftt Oats sslwe. Barric0da or drum 10"IJ ml SpOclnq The fempwory petlearrlan facllliles mall Da provlded on the same sloe of me closed facillilas p COM,dm or whenever poasi0b. 0arrlcodeI T SIDEWALK CLOSED/USE OTHER SIOE sign a be �L TYDe KI Darrlcade placed at the nearest-os-alk Or Into sectlon 10 earn erW of the di e. Where the III— Dy DeOabtrlOn the.lona snag De er c+ed on e rharineRZlnq—"code 1heuSIOEWALK CLOSED flgnatnpltp romedthe tcl^�e. Q W20-1103101-48 for endo Of the—1—closures. ua a 1 iwcna col' ucrlon �� Doolecrs SIDEWALK Type R edr03 Sh s a RII-2-4830.lona shall be CLOSED posittoned as anown in"ROAD CLOSED TO ALL TRAFFIC" SIDEWALK SIDEWALK a+al do srmdora lMol. Dr CLOSED RD-1101-tale CLOSED AA Ermeh—hb are 1n lh.nes Imnnmetaral and utlllly` a USE alb 4 1 IB Dfram si endo I as fat Weab Otharwlse sh n at rran.0o'tetlan Q -0140 811.1102 2430 RII-1102-2470 4aE W20-Ir01-IB for 510E SIDE DATE REVISIONS ®1-"•'•°'t"°+ prdtedta thi5 I— SIDEWALK,CORNER OR SIDEWALK CLOSURE eras In the Al I.Aped. CROSSWALK CLOSURE s rcIrEEAvc :-1-12 Added SIDEWALK DIVERSION. IShee1 1 01 21 t01fi - Wodlfled appearance If STANDARD 70180146 alar o n.Rencmea std. 4Wa� i L 24 1600,Y I rA 6'124 m1 ° mM. m � p ------------- ---- -------- o00 ----- ____ �••D hObe r c E E __ _ ZS' Z5' ZS' IOn E � �<�m,�Y L " 200 o 200 rafanco t 10naL160 , 160 ml 60 ^Mq.1g- L-A .A mE E vE PLAN ` zs 5, Ie m1 1 1451 Y Face mar be (1.5 ml r TYPE A TYPE B TYPE C s+eooea or smootn —T——T T—T—T-- - ROOF ROOF OR TRAILER TRAILER 1 Tr fflc MOUNTED MOUNTED MOUNTED EDoaY cnannw J p p p Y/190,Y I o II 8 II II ARROW BOARDS SECTION A-A TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS Typo A 6 11501 6 11501 6 1150, E E mIM13001 EE fbaner RII-21 ROAD - CLOSED sn�Of ower ^v. ^.� .• J IZ 13001 if vwemani �\ I m1n. ROAD CLOSED TO ALL TRAFFIC fwsher RII-4 Rafyc+YlY.a s+rlDing m y b•omiffea gpAp CLOSED ROAD-05E. iM nck s1a.Of 1 caOes. LO TO If a Type III nrrlcaae with an Ittllhld Lxib,iRAfFi[ T—TRAFFIC sign I— hiCF. meets NCHRP 350 1. nar a.alade.m.slgn mar be NE —p— a on an ................ ............_ . Hrty 750+ ary sb —..r n support h in front of merporricaCe. Payemen+ ROAO CLOSED TO THAN TRAFFIC Refyt+arl2ea.trlpl,,g sndi aDD.Or Dn TRAFFIC CONTROL TYPICAL APPLICATIONS OF pots lid..of the bW,TCOaee. If p ^ TYPE III BARRICADES CLOSING A ROAD Type III barnlcgae.ith a„p+fachea DEVICES �xm IOgn panel a IG.m$1 s NCa v]50 oun Ila350bil. oe $lgns m r be tea NCHRP 350+emDorary sign supports (Sneer 3 of 31 w�F = mrec+y In front of the bornane. STANDARD 701901-05 i L L L L -O18.18(450.450) ROaD off re.ulr.0 red Orong.flrl o ops CONSTRUCTION ENO 6 12'•• NEXT%MILES CONSTRUCTION 0.11 m-3.6 m1 G2-1104401-036 L20-1105101-6021 E Tnls slgMnp is repulred for.n V.).... 2 mnes 13200 ml or more In length. Mrd w I 2s-10' ROAD COxSTPUCTlON NE%T%MILES sign and O post (600-7 ml O - _ 5'11.5 ml min.r ral EOga of II'--� S,pN De plO...Sod'1150 ml I.,vane of oro e-0.2 m1—d T•rz.l ml min.urban .ovement 2 Of SPECIFIEDt lett Ilmtrs. me 6'11.6 I✓Dan r Coca I E of D E EW CONSTPOCiIdx sipn snal Dae red a+ aha of fine IW Wleas poo r IW Is _— .bolo 2 mnes 3200 mL II Oud sipn dsgaYs sM1an De uiIIIXaO on­v- 5. Wtl- Eolay.rlon o/..0. E,-1-of edge lane nl9nways. _ f oovemen+ If pavement Semlo�eSdmMenml" WORK LIMIT SIGNING SIGNS ON TEMPORARY SUPPORTS POST MOUNTED SIGNS to-Idyl-ms alms s-—t HIGH LEVEL WARNING DEVICE If —or povee s l.lcer are Present Denne y los elr devlceslor tenelpnr WORK R21-1115101-36188 menston s 1. De 24(60W+ 1. shill D sufflllen+to Des ZONE foae oof Curb or 6'(1.8 m ins ou+sloe completely Wave+he Gev—. SPEED edge of rhe paves-_der N LIMIT P2-1-1648 16001 xx 5 I /�/� III I 11151 PHOTO _ ENFORCED Rto-11089-3618•••• / o MAX WIDTH DTH vD«FINE R2_„p6D-,6i6 B 12001 Federd series C /11801 Fede d serlas B MINIMUM �T'0-P .8 = n$ sipn asa.mar doss Mc.n.n srvawda 10- Dr olsrnnns. cr operoo �s J END 1 WORK ZONE L20'1i01t01-6036 ® MILES 15171 .001 SPEED LIMIT This D sipn alwl De used.nen r e AHEAD .Dave algn.aaembly to 151 HIGHWAY CONSTRUCTION xtz-Dol-seas E SPEED ZONE SIGNS ....RIO-1106P and—1 De used.loop ropd.ays WIDTH RESTRICTION SIGN 6 under+he IWIsticti—of tha St.re. XX'-XX"rldth pod X muss are — 10-FRONT SIDE REVERSE SIDE TRAFFIC CONTROL pK>... DEVICES n E FLAGGER TRAFFIC CONTROL SIGN IShee+2 of 3. _- STANDARD 701901-05 1✓ m^I? 6-12 L 800.3001 r 19 1.501 y 3 IT51 � bg � SE _ � E Oronde Menge —r �4-6 II00-1501 Posted speed<45 mph Posted spNd>45 mph Orange _ CONE FOR REFLECTORIZED CONE FLEXIBLE DELINEATOR ` - DAYi1ME FOR NIGHTTIME VERTICAL PANEL DRUM 1]001 C 6 24 16 �� � -E I0. m12 ml — n. 4mM001 TYPE I BARRICADE TYPE N BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE ,. ^ BARRICADE � l'`(`'}/ �g �1 wornlnq ngma a.repoo-ea GENERAL NOTES • g An Halon+ o.n anal pe mwpsored epove me m E4'1.2 ml ppveman+surtoce. min. �A Ap d nth In I—.Imlllimebral orhervl-se shown. E DATE REVISIONS TRAFFIC CONTROL ®Irwa pw>.wenr a.o-ampormrl • 4-I-:6 Add d1m s to pprricpdee.Rev ,lo,pest mnt.aigna. DEVICES Eil p "9 •I laco- Rev. a dtls.Add N12-1103. DETECTABLEISnee+1 of PEDESTRIAN I-1-15 R.aaednt.o sign rnAee.ra on ]I meee 711 rpt _ CNANNELRING BARRICADE sheer 2. Added no+e rw' STANDARD 701901-05 PHOTO h,,t 2- R111Added acoue. ftes r� i L i i i— L E L 20'(6 m):urban 50'(15 m):rural )0' (Between191 arrow 36 02 ml ❑'"' I and ore or 1 o�'arron rbetween words) INTERNATIONAL - SYMBOL Of 9 E ACCESSILITY n,g 20• Fp E E 24 91 Y@mBns 11.15 ml m A _ !6001 12.)mt R.A LANE-REDUCTION ARROW WORD AND ARROW LAYOUT L ow-..n. Use mirror image for.1,Ione. QE :e,_ of T r0)ml L I 1.0 m) SHARED LANE �0 SYMBOL BIKE SYMBOL 17501 IArrov is ootlOnol.l t5 m WRONG IWAY ARROW TYPICAL PAVEMENT .........a MARKINGS Is - STANDARD 180001-05 1• i L t 6- ommossommosmomm- am ■■■■■■■■oma■mM■manaaaa■aEsmm■■■■■■■■■■■a.■■■■■■■■■■■■■■■■■■ ........... 0:00 ....................... ■■■■■■■■ ■■■■■■■omMM■■mmMMmaam■MMEaa■aa®snEMMSMn■r Nana■■■ = ■■■■■■■■aMMM■nmm�.■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■► S■■■■■■ .._.............. ....... ........... ::::::.......... M.Ea■M■a�■.aaMaa�a.mm■Mm■ar ■■■■■■■■■■■�■■■■■■■■■ Manama gnomon .. .. . ...... . ..... . .. S ■■n■V■Oaa■SEEO■MaaanaOl" IMEMMEM. -:. ME■EM p p M■n■S■n' SmmMMMMM—MMMMMMMMI Su■■■Omura■O■■Sm■OMI \mom■ MEMNON, Won _ MOMEW momma■■m®nmmommmm MEEMEMEMMOMMEM■MMI NONE amour a--glmmmm■Emnmmmmmr \■■mmosom■■ommoom/ I SOME lip, e a . e . MEME `■MMMS■I i ► \mm■mm■I ■EMMEMMEM ME■■Em ■■■■\ ou■m._ \Moons' 4 6 'Maas■I' .EEESOaoEn EEEn■■ :::::::::::::::':::::: :�1:: momma► MOMMEek NEM■I IME mo►\MS■r lmmommossm Monson :n-........ .. .. .......................::................... ,IN wommun► \E■mm■■k SMMEFAMEM monam■m' --gloom Emmaus i 1 ::tea ai:ivii 1 iiiiiii ii iiiiii:'� ■uomm■mn. SMMOMMEMI 'MMEMEME MEmEM& ■EM■O■ €iii - . 000no■M ....... ....._............ ................ ....:. :......... .. C ■■MSm■mommo■ommmm ■MEMEM■ momommml. lm■■mm� MONS.. s■m■Emmnmmsmsmmm■ Monson mmmmm■mml. ■■■MEEL Mammon ii ii Ilial:aa•iiioii ii HUM H iiii'r:i , ii"HHHi:ii1',iii:iiii ii!i:UH 11.:i snamMmSMmuouo oMMEME MEMEEEa■■!. \■MEE■M► OE■■O■ a: p ■OOmmmmmMimS■uSamE Monsoon M■SSSSE■n■\ Sm■SE■Muk Monson p p p MOM■■■E■0■a■■■u■E SOMEONE ■O■EM■SM■■m\1■■E■S■■\ ■S■n■a UNUOURID ■M■E■■E■mmoommons asommeo oO■u■■M■EO®\■■■M■E■M ■■Enna i:iiiiiiilil....H..H..ii.M.-.iiiii S■SOaammOUEOO■SS`__SEEOo■m MO■O■aSES■®ora■mosmmE Ommoo■ ■aaaanmmaOEOO■a■�EnooOmoES ■■■n■■M■■o®m■MS■m■■m Monson ii="IIIC1119'111viT:67iiiiBi'ii=7i.....: an.-i��iii Eaammam■O■MEMM■Ea�msmmEmmMM ■■Esa■mmmmE■mmmmmmmmM ■ammo. ......_..�...........:...::::,.......::�.....:: ................., momma■a■OSSOMEm.OmE■■EEM■EEEEEa■onomm■■YEomoo■m■■ ■EElmm ou■O■■aa_anmoSmmmlmoa■aa■aa■SSnnoouom■O■EE■O■ooO■m■ MEMO.. iia 1:11101:111110-11112131131 11 iiiiiCii 111nu.'.i li Ciiiii'.iiil'Ciii:iiii9 1.:::11::1 ii MSEaaanOemmmm000EEmaaaEaaaOm■oommo■SOE■O�a■a■uOOSM MEMOmu •• R. :::t:::'•::::I 1 :'•R MMSaaammSmEOm■■o�SaaOOa■Mmmu■mOOM■■EEEa�aaEanSn■■ ■SEES■ - :iiia 1111®ie ii iiia:i:i MURIF 5iielii:iii::9iM 11,11:1111:11.11:iiiiiiiiiii ii'riiu 6111 .2= ........ ......... ................................... HE1111._.. ........,,......... .................................. aM Mama:,i'a 1::W::i inUOR:i,::aaaaal a r.::::::m a:eaaaI•••e:•...:::..:saaaa :vol::eiaii1a►ri:iio::i�Jiiieii6:�A°:�1111:�::::::::�::::::::: ::::::::::'°°°°° 9Bii — e e ......... 1111:: 1111—:: ........ 1111::. ;1111:::•:::::: U A.N.-MU—:::e:: �....... ,........, ,............ .....:._..a 1111_.._0:00:..:::::::.........:RAEUEU: :::'::::a: :0:::: = 5r• = = Uz U. 5 ei ::11 JUCNW. i:a Z _.ern I EOpe of DOVemenr EJpe Of«v.ment As ap..Ift" g $ .1111. 1 lo- 13.05 JO ml -- r y� 133.05 nl A.IS yell. �_ T niiiiiiiiiii� � � O O O O O j ' .nlre 8 3a ID' 9.15 ml 11.05 ml As spac111.0 Eap.Of Davement DIVIDED UNDIVIDED 2 LANE MULTI LUNE LANE AND EDGE LINES Delmore IS'IAs mr from n �,. � r0uror 'Ix.<ml D«k rrom oa*eDi*a+ M. StOD IIM P-2.—ndlc40r O center IIM. B'12A 1 er :mr.m.a o er rM Enpineer. 2a 6001 N � 2a 21 D D�m 16001 16001 16001 ,LR\ 'r[` 10' 25' 25' S ra tiW Mm M 17.6 mr 1T.6 ml AOp NOTES mae tranavef a spreOa Of 50' A.eire[tB0 D Y vary OCCOrOinp 1 bne IOtn. 1151 ml to Engl�esr. Em.4 on mWti-Imo rocas.+ .1.sped soon a+eM« .11 MPD1 oacn ono e.pprate RXR 0ls soon e pl0[ea a071cenr to e—acn orner in e«n kne. 8npn me ppvaman+markin'symD01 ae0.O pOrliOn Of the ymDol Eno�a D te0 Oir.ctly«I«ent AQrOnce R romp Slpn U10-Il O Dy lade 2C-E.COn.m..B of one MUTCD. AI OlmenElons o e in incn.E Iminlmer.rar PAVEMENT MARIONGS AT a.Ness Dtner.ia.EM.n. ® RAILROAD–HIGHWAY GRADE CROSSING DATE REVISIONS 1-1-15 nO0e0 SY .v. R—la.0 TYPICAL PAVEMENT nmda peva-raven.0+lrmep0rr.rw Dike Sym ol. ReviE.O mte MARKINGS �°°�Aevfc^ 1ldx" for EtoD one at an vasslnp. - - Or y[ 1-1-14 saae0 Diks sr^IDOI Menomea ..,o.cmin 'LANE Dow ARROW'[non ro STANDARD 780001-85 ;CANE-R-11—ARROW'. REQ �r P.NemlM lo^t ApvrP.ea rxR sewer 1el sa.ed �' Dnll n nrouy^p <nt. ....... e anEsy..... Grade SM Innen condPn d nn em Iw re� n wrtn avvro.ed sealer. 8 A anand:.(bastion Pa`sync Pr a� wE T filer bases �--sawed slog Ipor _ sst deteftor I a R[a ner re PLAN IK 1311 yr min slope Ae- I-- ed cons°rc -nandnple Lnovlaswin in a _ vdf robe S PCC PAVEMEM ASPHALT PAVEMENT DETECTOR L00P LEAD-IN DETECTOR LOOP INSTALLATION /,P wire in 1 ) S T fi plastic tube SECTION A A NOTE 3oop sn al IPllow wire to bottom.torminysaw I1 1 1 I 1 ] I 1 I slacN se<ban at lane 135) 1]sl (Zs) 1 lisl T� DETECTOR LOOP AT PAVEMENT a 10TH OR PAVEMENT CRACK - Qi .Lwo-�n came lsmyk wir or mwnpmq —d.m cable snkld 9 hmp Q3 =Lead-in cabk snield drain-wire ©.Lead-in cabk insulated conductor �s -Rare fondNftor y ©.LoaO w re n tube '., Ql Looe wire'nsu aced condom ,;=.� � �'^:�_ QR =Tw steel aw res n so dered fareNfmr Elec[rca tape nsulated'On Riyid meld sin ©=Wateryrom and elk ectdf re es Imilbmetersl DATE REVISIONS a DETECTOR LOOP ®nbPois Depanment of nansvonaban LOOP WIRE AND LEAD-IN CABLE SPLICE 1-1-oy swircned WrRs ro Englisn Imetnq P INSTALLATIONS ', ra� � � 1-1-0Z Renum.SbMard Mfi001. — - ° { - STANDARD 586001-01 iL L .d.D Minimum dlatoM:e Deteeen+ sign Ono • the Work O O Is T00'1215 ml. O.Imum alae Once to be determined Dy h Iota duthe arl+y Du+in n sed+r. lengrn of o e-w pay.oDeratlon or _ C melee 16 kml,.Mchever le leas. gyp aqt GENERAL NOTES NollMEAp j - t"If,na""I o Orions ma D.canflned .tole t" afflc iO avinq r oppoeIf la Open ito raffic. At eeoat 50pn 1150 M of both traffic Ores s anon De av Itobie for traffic m ert bet•e,n. Or In+xvaa nor grearar rnan l000•ouoo M. a d arson ore a pavement cnn vita.1 O mead lam tnOn 0 man kohl a ONE LANE AHEAD.11 It—abbraprldte b b algn,a dN De In t—d In e h ol...11 n DetWWen e ROAD WORM AHEAD sign ono ttw Tne aaronpI be+,Ban rms dean one ane. doe rhal De a minimum Of 000'filo M Dur In no Bed Mthe ks length Of one-naf doesa yarlee o+lon be 1 16 kml.W icnever i!I ..ice nOb Therdiat—Deteeen the IW signs sham be 000,O.lmately ADO-n20 me npW ., upAo sigma We 11 be r,movod or comdetmn of the I W20-1101-]6 oOY'd OberotlOn. My uratleMod obdtOUe,a orloM1 o orob off Greater+ n]1751 In ina anon be protected by Tyoa I or Type 11 barricades with flaming Ilphrd. NK A[YI onglludlM dimensions may DB ddjuaTed sRgnrly t FII'IIOI(01-76 a fir}talo conoitlons. TWO-{ANE,TWO-WAY TRAFFICAe—Td—ewicmant.me m imes old their OCI-Ite RURAL OPERATIONS a vmtea cr.d or al rto ono alae of 11N.� Davmenerri DAY OPERATIONS ONLY reaming ngn+a v ratanrp Beacons are rewired for an momranance v,ack+s Wnne m ao.rd*Ion• mayicade oD .11—e I14atrated In 51ondord 101501 be used• OtIona do ro eed 15 minu+ea w the Dovement or 60 mlrwteb on the snoaeaer reabaaroaly. SYMBOLS TYPICAL APPLICATIONSu.armrp aiW.snap nwe mmlmum dimendiaror f ® ed MOWIrvG 56.56 1500.9001 mo nave block iegend on ono Ong, Work or SPREADING AGGREGATE r,feecrorized DOchOrourM. f� WEED SPRAYING n fiuweacenf sigma are uae4 oronpe 1.0.ar i\ $Iqn WI+h 19.19 1410.410)min. 5URFACE MAINTENANCE nor rewired. v orolpe flop Otrocn.4 151TLWNOUS RESURFACING CRAM POURING Tnis I.e.I!for u Mrd to a r o.d.W SHOULDER REPAIR a b 1 ority considers thio or Ct%tiont CLEANING DITCHES De abo,00,f—for the 1pecif is jab c0 illona.o AA dmenalona Oecnes-NIII—W Adam otnermlaemo•n DATE REVISIONS ,-I-IS Correct,,RWA lig, number. TRAFFIC CONTROL DEVICES- DAY LABOR MAINTENANCE �Y ea 371ocn y15 - 1-1 05 5r.ir—un - -- Engllan Imetriclr Moved STANDARD B.LR.18-6 e Genera N 1 f L ---------- u EE EE 12(300) .......... GENERALNM <= ­,m.—10 be—'�of ReflacrorliaC of c-1-- 80-1-11 i-0 11 t-1 --olo I.—ofoe-10- rnicn Ir.ffl.1.to o.... Althl.gh lot 1-1. d,,n,,---g signs r um ol­—...of 36.36 1900.9001 on, I'll 1,1,c ,for u b,000,W,l, for : TWO—LANE.TWO—WAY TRAFFIC, , ' ,.in 1n�neE(maim.renal RURAL OPERATIONS EXCEEDING .....plm.. ONE DAYLIGHT PERIOD DATE REVISIONS TRAFFIC CONTROL DEVICES jmj�09 S.IT Id"IT,to E.O�imtric). DAY LABOR CONSTRUCTION 1-1-98 ft, 1."RII-1". STANDARD B.L.R.17-4 A-1CAST IRON STEPS eE I� I InaIUB fpce Of s rucrure Onsutarac 0 A«J SECTION A—A PLAN VIEW 10 1156: ELEVATION VIEW mmensipns pra m inches�m���mererai DATE REVISIONS 1-I-09 S.icnec u MANHOLE STEPS [ v'CBaRCRT� _ �5 neer I pf 21 a-1-06 Rcvlaep r .inps. K0 '0° - pnq pppeprolo m STANDARD 602101-02 2. i 6. DuPage County Prevailing Wage Rates posted on 7/15/2019 Overtime Trade Title Rg Type C Base Foreman M-F Sa Su Hol H/W Pension Vac Trng Other Ins ASBESTOS ABT-GEN All ALL 43.72 44.72 1.5 1.5 2.0 2.0 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; -F BOILERMAKER All BLD 50.51 55.05 2.0 2.0 2.0 2.0 6.97 14.65 0.00 1.10', BRICK MASON All BLD 46.88 51.57 1.5 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 0.731 r CEMENT MASON All ALL 46.25 48.25 2.0 1.5 2.0 2.0 14.50 19.04 0.00 1.251 CERAMIC TILE FINISHER All BLD 40.56 40.56 1.5 1.5 2.0 2.0 11.00 12.80 0.00 0.866 COMMUNICATION TECHNICIAN All BLD 34.25 37.05 1.5 1.5 2.0 2.0 12.35 21.78 2.21, 0.68; ELECTRIC PWR EQMT OP All 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 4-1 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, 0.931 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 Ali BLD 41.00 45.00 1.5 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 2.0 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 0.65 ....... ...... 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 2.0 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 w 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 1.32' MARBLE FINISHER All ALL 35.15 48.33 1.5 1.5 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 2.0 14.99 13.61 0.00 0.90 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 2.0 2.0 2.0 2.0 20.50 16.85 2.00 1.65 OPERATING ENGINEER All BLD 2 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 55.10' 2.0' 2.0 2.0 2.0 20.50' 16.85 2.00 1.65 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 2.0 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 1 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, 1.5 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 2.0I 20.50 16.85 2.00 1.65 N 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 2.31 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 47.00 50.76 2.0 2.0 2.0 2.0 12.26 23.65 0.00 0.88 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 1 TERRAZZO FINISHER All BLD 42.54 42.54 1.5 1.5 2.0 2.0 11.00 14.64 0.00 0.88 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 HWY 37.75 39.35 1.5 1.5 2.0 2.0 9.30 9.87 0.00 0.30 TRUCK DRIVER All ALL 1 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 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 53. 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 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 the like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks,walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies,wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of the 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 the and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all the _ work, particularly and especially after installation of said the 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 the and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. _ MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING Class 1.Asphalt Plant;Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers); Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker(Truck Mounted); Concrete Conveyor; Concrete Conveyor(Truck Mounted); Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted); Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type); Creter Crane; Spider Crane; _ Crusher, Stone, etc.; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment); Locomotives, All; Motor Patrol; Lubrication Technician; _ Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops -Tractor Drawn; Slip- Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom;Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer(Two Bag and Over); Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd.; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled); Rock Drill (Truck Mounted); Rollers,All; Steam Generators; Tractors,All;Tractor Drawn Vibratory Roller;Winch Trucks with "A" Frame. Class 3.Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work); Hydraulic Power Units (Pile Driving, Extracting, and Drilling); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Low Boys; Pumps, Well Points; Welding Machines (2 through S);Winches,4 Small Electric Drill Winches. Class 4. Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5.Assistant Craft Foreman. Class 6. Gradall. Class 7. Mechanics; Welders. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1.Asphalt Plant;Asphalt Heater and Planer Combination;Asphalt Heater Scarfire;Asphalt Spreader; Autograder/GOMACO or other similar type machines:ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with _ attachments); Concrete Breaker(Truck Mounted); Concrete Conveyor; Concrete Paver over 27E cu.ft.; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc.; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted); Straddle Buggies; Hydraulic Telescoping Form (Tunnel); Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader(with attached pusher - two engineers);Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching;Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft); Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator;Widener(APSCO). Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments); Compressor and Throttle Valve; Compressor, Common Receiver(3); Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft.; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars(Haglund or Similar Type); Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments); Hydro-Blaster; Hydro Excavating (excluding hose work); Laser Screed;All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self- Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc., self-propelled; Self-Propelled Compactor; Spreader- Chip - Stone, etc.; Scraper- Single/Twin Engine/Push and Pull; Scraper- Prime Mover in Tandem (Regardless of Size); Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc.;Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver(2); Concrete Mixer(Two Bag and Over); Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc.; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump — Machine;Winch Trucks with "A" Frame; Work Boats;Tamper-Form-Motor Driven. Class 4. Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling); Light Plants,All (1 through 5); Pumps, over 3" (1 to 3 not to exceed a total of 300 ft.); Pumps, Well Points;Vacuum Trucks (excluding hose work);Welding Machines(2 through 5);Winches,4 Small Electric Drill Winches. Class 5. SkidSteer Loader(all); Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEER - FLOATING 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-alts; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man;Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation;Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4. Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work •— performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Tester/Inspector II". — TAB 3 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 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, inclduding 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 vailable: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.8/2012 Management Center. Page 2 of 2 Project Name: 16th Street and Spring Road Resurfacing Latitude: 41.853653 Longitude: -87.948370 Uncontaminated Site Certification III. 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), 1100.205(a), 1100.610]: 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 5144(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 AQP �yCy' Printed Name: _ = :1: RYAN M.LaOIEU �O • C7-S ZSR q = 062-053687 ., Licensed Pr fessional Engineer or Date: .� •,•fir`-., . . . � Licensed Professional Geologist Signature: °9TH QF `�,O P.E. or L.P.G. Seal: e L LEGEND m I .t f t •,,,., PROJECT AREA Roasty eR•Rd�"i3 Hl16n f va�ens - Itmt+<•r VwH t't r LO r+fir t,ILA - h49>�Sro�lt• tCra:�r ,t Hyatl . htauae Ibvet K,5 ti: yy t\ala n t �SarY s. Q Y o ` 22nd•5t ■�►21 n d+S t i tit �� lduRntt rw,l x I Sources:Esri, HERE,Garmin,Intermap,inc�rem t'. Corp.,GEBCO, 1,000 Feet USGS, FAO,NPS,NRCAN,GeoBaase.IG�N.Kadaster NL,Ordnance Survey;Esrri,Japan.METI-Es'fi China+(H"ong Kong),swisstopo. Ronald+Reapan.Memorial.Tollwjr^�^^ ---- - QpenStreetMap=contributors,and the GIS User Community W.16TH STREET FROM KINGERY HIGHWAY TO SPRING PROJECT T R U E N 4 R T H SITE ROAD AND SPRING ROAD FROM W.22ND STREET TO TII9143 C O N S U L T A N T S TOWER LANE,OAK BROOK,ILLINOIS DATE FIGURE 1000 EAST WARRENVILLE ROAD MATERIAL SOLUTIONS LABORATORY 3/25/2019 _ NAPERVILLE,ILLINOIS 60563 CLIENT 1040 BONAVENTURE DRIVE SCALE NVINi)NMI NI 4 vl a MI V i>,.;n, .� +:I ELK GROVE VILLAGE,ILLINOIS 000 feet Elmhurst r` ��;�LL LEGEND ® SOIL SAMPLE LOCATION n * }� APPROXIMATE LOCATION OF SOILS Lombard �f "3= -; THAT MUST BE EXCLUDED FROM } CCDD MANAGEMENT Sources:Esti,HERE4Garmin Intermap,increment.P Corp., wntGEB.CO,USGS,FAO,`NPS, ..uL } �.. f r` • i u' �. ` Al � 00 + � " .,,`�t � -''+111 � = t'i•;-i*�:.. OPP V s 41, ♦ Ih}{ ♦ . ; ♦ 40 y' EsF RE Garmin Opens ree Map eont�Ibut s, Source Esri, s= �y��uyD•I N•b . o'y ,Eart star Ge©grap:hlcs,C EFS"6AIr• s S© W.16TH STREET FROM KINGERY HIGHWAY TO SPRING PROJECT T R U E N 0 R T H s!TE ROAD AND SPRING ROAD FROM W.22ND STREET TO TII9143 C O N 5 U L T A N T S TOWER LANE,OAK BROOK,ILLINOIS DATE FIGURE 1000 EAST WARRENVILLE ROAD MATERIAL SOLUTIONS LABORATORY 3/25/2019 2 _ NAPERVILLE,ILLINOIS 60563 CLIENT 1040 BONAVENTURE DRIVE SCALE I NVINIINMI N! in V!!:0•MI N! iN!kWN111.11110 ELK GROVE VILLAGE,ILLINOIS I inch=750 feet