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HomeMy WebLinkAbout#5192 Approving MFT Funds Illinois Department of Transportation J Office of Highways Project Implementation/Region 3/District 4 401 Main Street/Peoria, Illinois 61602-1111 May 17, 2019 Ms. Diana Pavley-Rock, City Clerk City of Canton' 2 North Main Street Canton, Illinois 61520 Municipal-Motor Fuel Tax (MFT) City of Canton Section No. 19-00000-00-GM Dear Ms. Pavley-Rock: The resolution adopted by the City Council of Canton on May 7, 2019, appropriating $240,000.00 of MFT funds for the maintenance of streets and highways in the city from January 1, 2019, to December 31, 2019, was approved on May 14, 2019. The Local Public Agency General Maintenance/Estimate of Maintenance Costs (BLR 14222)for$235,397.27 the Maintenance Engineering to be Performed by a Consulting Engineer(BLR 05520), the Local Public Agency Deliver& Install Proposal(BLR 12240)for Spray Patching and the Local Public Agency Formal Contract'Proposal(BLR 12200)for Maintenance Mill and Overlay were approved on May 14, 2019. This program is approved with the understanding that any claims for labor and equipment for day labor and routine maintenance will be on file and available for documentation review by Local Roads and Streets and for audit by the Bureau of Investigations and Compliance. 1. Authorization to expend MFT funds in the amount of$23,440.27 for maintenance engineering for this section has been approved and should appear on the city's next MFT transaction detail. Authorization to expend additional MFT funds will be given upon approval of a contract and/or an Acceptance of Proposal to Furnish Materials and Approval of Award(BLR 12330)for this section. Bids are required for purchases of materials if the expenditures exceed $25,000.00 during any maintenance period either4(1)for the same type of materials or(2)from any one vendor if the purchase includes the placement or incorporation of the materials. f 1 1 Ms. Pavley-Rock Page Two May 17, 2019 Please be advised that ALL projects involving pavement alterations and/or replacement/repair of sidewalks shall have curb ramps that comply with the current Americans with Disabilities Act (ADA) Guidelines. For Group IV items, the Contractor's Certificate of Eligibility must be submitted with the fully executed contract when prequalification was a bidding requirement. One copy of the approved maintenance papers has been forwarded to Maurer- Stutz, Inc. If you have any questions, please contact Mr. Mark Often at (309) 671-3688. Sincerely, Q ,/ A ybZc�' Ve. 9441X bE,sir Kensil A. Garnett, P.E. Region Three Engineer MJO/jjs s:\gen\winword\blrs\stafflotten\gm.letters\municipalities\resolutions.emc\canton.19gm.res.emc.m ebyce.d&iprpsl.fcp .docx Attachment(s) cc: Maurer-Stutz, Inc. File I Illinois Department Resolution for Maintenance of Transportation Under the Illinois Highway Code o; . Resolution Number Resolution Tvpe Section Number f Original 19-00000-00-GM BE IT RESOLVED, by the Council of the City of Governing Body Type Local Public Agency Type Canton Illinois that there is hereby appropriated the sum of Name of Local Public Agency two hundred forty thousand Dollars ($240,000.00 ) of Motor Fuel Tax funds for the purpose of maintaining streets and highways under the applicable provisions of Illinois Highway Code from 01/01/19 to 12/31/19 Beginning Date Ending Date BE IT FURTHER RESOLVED,that only those operations as listed and described on the approved Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above. BE IT FURTHER RESOLVED,that City of Canton Local Public Agency Type Name of Local Public Agency shall submit within three months after the end of the maintenance period as stated above,to the Department of Transportation,on forms available from the Department, a certified statement showing expenditures and the balances remaining in the funds authorized for expenditure by the Department under this appropriation, and BE IT FURTHER RESOLVED,that the Clerk is hereby directed to transmit four(4)ceritified originals of this resolution to the district office of the Department of Transportation. Diana Pavley-Rock City Clerk in and for said City Name of ClerkLocal Public Agency Type Local Public Agency Type of Canton in the State of Illinois, and keeper of the records and files thereof, as Name of Local Public Agency provided by statute, do hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by the Council of Canton at a meeting held on 05/07/19 Governing Body Type Name of Local Public Agency Date IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this 7th day of May, 2019 Day Month,Year (SEAL) Clerk Si nat e - � r APPROVED Regional Engineer Department of Transportation Date Printed 04/30/19 ���— BLR 14220(Rev.02/08/19) Illinois De artmentMAN p Local Public Agency General Maintenance of Transportation Estimate of Maintenance Costs Submittal Type Original Maintenance Period Local Public Agency County Section Number Beginning Ending City of Canton Fulton I 19-00000-00-GM 1 01/01/19 12/31/19 Maintenance Items Material Categories/ Total Maint Point of Delivery or. Maintenance Maintenance Eng Insp. Work Performed by Operation Operation Category Req. an Outside Contractor Unit Quantity Unit Cost Cost' Cost Contract Maintenance 1.Mill and HMA IV Yes. HMA Surf Rem 2"_ Sq Yd' 9,704 $4.00 $38,816.00 Overlay IV Yes Bit Mat'Is(Tack Ct) Lb. 6,987 $3.00 $20,961.00 IV Yes HMA Surf Cse D N50 Ton 1,088 $105.00 $114,240.00 1V Yes Matl Transfer Device 'Ton 1,088 $5.00 $5,440.00 $179,457.00 2.Spray Patch IIB Yes CRS-2 or HFRS-2 Gal 3,800. $7,50 $28,500.00 IIB Yes CA 16 Aggregate Ton 100 $40.001 $4,000.00 $32,500.00 Total Operation Cost $211,957.00 Add RowY Estimate of Maintenance Costs Summary Maintenance MFT Funds Other Funds Estimated Costs Local Public Agency Labor Local Public Agency Equipment Materials/Contracts(Non Bid Items) Materials/Deliver&Install/Request for Quotations(Bid Items) $32,500.00 $32,500.00 Formal Contract(Bid Items) $179,457.001 $179,457.00 Maintenance Total 1 $211,957.001 $211,957.00 Estimated Maintenance Eng Costs Summary Maintenance Engineering MFT Funds Other Funds Total Est Costs Maintenance Engineering $22,940.27 $22,940.27 Material Testing $500.00 $500.00 Advertising Bridge Inspection Engineering Maintenance Engineering Total $23,440271 $23,440.27 Total Estimated Maintenancel $235,397.271 1 $235,397.27 Remarks Preliminary Engineering -$11,197.85 & Engineering Inspection -$' 11,742.42 Printed 04/30/19 Page 1 of 2 BLR 14222(Rev.12/31/18) Estimate of Maintenance Costs Submittal Type Original Maintenance Period Local Public Agency Count Section Beginning Ending City of Canton Fulton 19-00000-00-GM 01/01/19 12/31/19 SUBMITTED Local Public Agency Official Date &19 Title ;R Dom. APPROVED Regional Engineer County Engineer/Superintendent of Highways Date Department of Transportation Date �� /✓�s�r r/19 Printed 04/30/19 Page 2 of 2 BLR 14222(Rev.12/31/18) Illinois Dep0 artment Maintenance Engineering to be o /� Of TranspOrtatiOn Performed by a Consulting Engineer o� Local Public Agency County Section Number City of Canton I Fulton 1 119700000-00- The services to be performed by the consulting engineer, pertaining to the various items of work included in the estimated cost of the maintenance operations(BLR 14221 or BLR 14231), shall consist of the following: PRELIMINARY ENGINEERING shall include: Investigation of the condition of the streets or highways for determination (in consultation with the local highway authority)of the maintenance operations to be included in the maintenance program; preparation of the maintenance resolution (BLR 14220 for municipalities and counties), maintenance estimate of cost and, if applicable, proposal;attendance at meetings of the governing body as may reasonably be required; attendance at public letting; preparation of the contract,quotations, and/or acceptance(BLR 12330)form.Also, preparation of the maintenance expenditure statement which must be submitted to IDOT within 3 months of the end of the maintenance period. ENGINEERING INSPECTION shall include: Furnishing the engineering field inspection, including preparation of payment estimate for contract, material proposal and/or deliver and install proposal and/or checking material invoices of those maintenance operations requiring engineering field inspection. For operations requiring material testing ensure the testing is completed by a qualified firm. For furnishing preliminary engineering,the engineer will be paid a base fee PLUS a negotiated fee percentage. Only one base fee can be charged per maintenance period. For furnishing engineering inspection,the engineer will be paid a negotiated fee percentage.The negotiated preliminary engineering fee percentage for each maintenance group shown in the"Schedule of Fees"shall be applied to the total estimated costs of that group.The negotiated fee for engineering inspection for each maintenance group shall be applied to the total final cost of that group for the times which required engineering inspections. In no case shall this be construed to include supervision of the contractor operations. SCHEDULE OF FEES Total of all Maintenance Operations: <_$20,000 Base Fee ® >$20,000 Base Fee=$1,250.00 PLUS Maintenance Preliminary Engineering Engineering Inspection Engineering Category Maximum Fee% Negotiated Fee% Maximum Fee% Negotiated Fee% Operation(s)to be Inspected I NA NA NA NA NA IIA 2% 1% IIB 3% 3% 3% 3% III 4% 4% IV 5% 5% 6% 6% The LPA certifies that the selection of the ENGINEER was performed in accordance with the Local Government Professional Service Selection Act 50 (ILCS 510/1-510/8) and procedures outlined in Chapter 5 of the DEPARTMENT's Bureau of Local Roads and Streets Manual. BY: BY: Local Public Agency Signature Date Consultirm En ineer Siqnatijre Date -1-?01 Title Titlej I,CA Nkh6 Mayor Senior Project Engineer P.E. Seal Date 062_042917 s ��/51� ZVl9 Approved: ; PROFESSIONAL.* = Re ional En ineer ,IDOT Date ° ENGINEER /6,PQJ • �� 5�d� l �' ,, ° of o°r°�L�(ilo\s 0 °j°°°uviaItttt°�°� Printed 04/30/19 BLR 05220(Rev.02/08/19) RETURN WITH BID Local Public Agency Illinois Department Material Proposal or of Transportation Deliver & Install Proposal PROPOSAL SUBMITTED BY Contractor's Name Street P.O.Box City State Zip Code STATE OF ILLINOIS COUNTY OF Fulton City of Canton (Name of City,Village,Town or Road.District) FOR THE IMPROVEMENT OF STREET NAME OR ROUTE NO. Various SECTION NO. 19-00000-02-GM TYPES OF FUNDS MFT ❑MATERIAL PROPOSAL ®DELIVER&INSTALL PROPOSAL ®SPECIFICATIONS(required) ❑ PLANS(if applicable) For Municipal Projects Department of Transportation X / p ro d/Passed ® Released for bid bas on limited review 9d• �cC,t�s[a ® rvTaor E]Piesicrent of Board of sees E]Mun Wpal Official Regional Engineer SII �I q Date May 7,2019 D to For County and Road District Projects Submitted/Approved Highway Commissioner Date Submitted/Approved County Engineer/Superintendent of Highways Date Note: All proposal documents,including Proposal Guaranty Checks or Proposal Bid Bonds,should be stapled together to prevent loss when bids are processed. Printed 4/30/2019 Page 1 of 2 BLR 12240(Rev.01/09/14) RETURN WITH BID County Fulton NOTICE TO BIDDERS Local Public Agency City of Canton Section Number 19-00000-02-GM Route Various Sealed proposals for the furnishing or delivering &installing materials required in the coristruction/maintenance of the above Section will be received and at that time publicly opened and read at the office of City Clerk, 2 North Main Street;Canton,IL 61520 until on Address Time Date 1: Plans and proposal forms will be available in the office of Maurer-Stutz, Inc. 1670 East Ash Street; Canton, IL 61520 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. 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 Material Proposals. 4. A proposal guaranty in the proper amount, as specified in BLRS Special Provision for Bidding Requirements and Conditions for Material Proposals,will be required. Bid Bonds will be allowed as a proposal guaranty. 5. The successful bidder at the.time of execution of the contract will not 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. Failure on the part of the contractor to deliver the material within the time specified or to do the work specified herein will be considered just cause to forfeit his surety as provided in Article 108.10 of the Standard Specifications. 6. Proposals shall be submitted on forms furnished by the Awarding Authority and shall be enclosed in an envelope endorsed "Material Proposal, Section 19-00000-02-GM". By Order of City of Canton 03/06/2018 Diana Pavley-Rock City Clerk (Awarding Authority) Date _ (County Engineer/Superintendent of Highways/Municipal Clerk) Material Proposal or Deliver&Install Proposal To City of Canton (Awarding Authority) If this bid is accepted within 45 days from date of opening, the undersigned agrees to furnish or to deliver&install any or all of the materials, at the quoted unit prices, subject to the following: 1. It is understood and agreed that the"Standard Specifications for Road and Bridge Construction", adopted April 1. 2016 , and the "Supplemental Specifications and Recurring Special Provisions", adopted January 1. 2019 , prepared by the Department of Transportation, shall govern insofar as they may be applied and insofar as they do not conflict with the special provisions and supplemental specifications attached hereto. 2. It is understood that quantities listed-are approximate only and that they may be increased or decreased as may be needed to properly complete the improvement within its present limits or extensions thereto, at the unit price stated and that bids will be compared on the basis of the total price bid for each group. 3. Delivery in total or partial shipments as ordered shall be made within the time specified in the special provisions or by the acceptance at the point and in the manner specified in the"Schedule of Prices". If delivery on the job site is specified, it shall mean any place,or places on the road designated by the awarding authority or its authorized representative. 4. 'The contractor and/or local agency performing the actual material placement operations shall be responsible for providing work zone traffic control, unless otherwise specified in this proposal. Such devices shall meet the requirements of and be installed in accordance with applicable provisions of the"Illinois Manual on Uniform Traffic Control Devices" and any referenced Illinois Highway Standards. 51- 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 establisha unit price. A bid will be declared unacceptable if neither a unit price nor a total price is shown. Discounts will be allowed for payment,as follows: % calendar days: % calendar days. Discounts will not be considered-in determining the low bidder.' Bidder By (Signature)' Address Title Printed 4/29/2019 Page 2 of 2 BLR 12240(Rev.01/09/14) J RETURN WITH BID ti Illinois Department of Transportation Affidavit of Illinois Business Office County Fulton Local Public Agency City of Canton Section Number 19-00000-02-GM Route Various State of ) ) ss. County of ) I, of (Name of Affiant) (City of Affiant) (State of Affiant being first duly sworn upon oath, states as follows: 1. That I am the of officer or position bidder 2. That I have personal knowledge ofthe,facts herein stated. 3. That, if selected under this proposal, _ , will maintain a (bidder) business office in the State of Illinois which will be located in County, Illinois. 4. That this'business office will serve as the primary place of employment for any persons employed in the construction contemplated by this proposal. 5. That this Affidavit is given as a requirement of state law as provided in Section 30-22(8) of the Illinois Procurement Code. (Signature) (Print Name of Affiant) This instrument was acknowledged before me on day of (SEAL-) (Signature of Notary Public) Printed 4/29/2019 BLR 12326(01/08/14) Illinois Department' Apprenticeship or Training of �Transpodation Program Certification Route " Various Return with Bid County Fulton Local Agency City of Canton Section 19-00000-02-GM "cowftctors are regg1redto complete the fo/%wi7g certificatioir. ® 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. Printed 4/29/2019 Page 1 of 2 BLR 12325(Rev.4/07) 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: By: (Signature) Address: Title: Printed 4/29/2019 Page 2 of 2 BLR 12325(Rev.4/07) Illinois Department Local Agency of Transportation Proposal Bid Bond Route Various County Fulton RETURN WITH BID Local Agency city of Canton Section 19-00000-02-GM PAPER BID BOND WE as PRINCIPAL, and 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 LA 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 shall within fifteen(15)days after award enter into a formal contract,furnish surety guaranteeing the faithful performance of the work,and furnish evidence of the required insurance coverage,all as provided in the"Standard Specifications for Road and Bridge Construction"and applicable Supplemental Specifications,then this obligation shall become void;otherwise it shall remain in full force and effect. IN THE EVENT the 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 day of Principal (Company Name) (Company Name) By: By: (Signature and Title) (Signature and Title) (If PRINCIPAL is a joint venture of two or more contractors,the company names,and authorized signatures of each contractor must be affixed.) Surety By: (Name of Surety) (Signature of Attorney-in-Fact) STATE OF ILLINOIS, COUNTY OF 1. , a Notary Public in and for said county, do hereby certify that (Insert names of individuals signing on behalf of PRINCIPAL&SURETY) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY,appeared before me this day in person and acknowledged respectively,that they signed and delivered said instruments as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of My commission expires (Notary Public) ELECTRONIC BID BOND ❑ Electronic bid bond is allowed(box must be checked by LA if electronic bid bond is allowed) The Principal may submit an electronic bid bond, in lieu of completing the above section of the Proposal Bid Bond Form. By providing an electronic bid bond ID code and signing below,the Principal is'ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the LA under the conditions of the bid bond as shown above. (If PRINCIPAL is a joint venture of two or more contractors,an electronic bid bond ID code, company/Bidder name title and date must be affixed for each contractor in the venture.) Electronic Bid Bond ID Code (Company/Bidder Name) (Signature and Title) Date Page 1 of 1 BLR 12230(Rev.7/05 Printed on 4/29/2019 11:40:53 AM Illinois Department . ` Affidavit of Availability of Tran$portatlon For the Letting of Bureau of Construction Springfield, South Dinois 2764 Parkway/Room 322 Inatructions: Complete this form by either typing or using black ink. "Authorization to Bid"will not be issued Springfield,Illinois 62764 unless both sides of this form are completed in detail. Use additional forms as needed to list all work. Part I.Work Under Contract r List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded or rejected. In a joint venture,list only that portion of the work which Is the responsibility of your company. The uncompleted dollar value is to be based upon the most recent engineer's or owners estimate,and must include work subcontracted to others. If no work is contracted,show NONE. 1 2 3 4 Awards Pending Contract Number Contract With Estimated Completion Date Total Contract Price Accumulated Totals Uncompleted Dollar Value if Firm is the Prime Contractor Uncompleted Dollar Value if Firm is the Subcontractor Total Value of All Work Part II.Awards Pending and Uncompleted Work to be done with your own forces. List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work Accumulated subcontracted to others will be listed on the reverse of this form. In a joint venture,list only that portion of the work to be done by your Totals company. If no work is contracted,show NONE. Earthwork Portland Cement Concrete Paving HMA Plant Mix HMA Paving Clean&Seal Cracks/Joints Aggregate Bases&Surfaces Highway,R.R.and Waterway Structures Drainage Electrical Cover and Seal Coats Concrete Construction Landscaping Fencing Guardrail Painting Signing Cold Milling,Planning&Rotomilling Demolition Pavement Markings(Paint) Other Construction(List) $ 0.00 Totals Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the"Illinois Procurement Code." Failure to comply will result in non-issuance of an"Authorization To Bid." This form has been approved by the State Forms Management Center. Printed 1/30/2018 Page 1 of 2 BC 57(Rev.08/17/10) } Part III.Work Subcontracted to Others. For each contract described in Part I,list all the work you have subcontracted to others. 1 2 3 4 Awards Pending Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Total Uncompleted I, being duly sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL uncompleted contracts of the undersigned for Federal, State, County, City and private work, including ALL subcontract work,ALL pending low bids not yet awarded or rejected and ALL estimated completion dates. Subscribed and sworn to before me this day of Type or Print Name Officer or Director Title Signed Notary Public My commission expires Company (Notary Sea[) Address Printed 1/30/2018 Page 2 of 2 BC 57(Rev.08/17/10) INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1, 2019 This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopted 4-1-16) (Revised 1-1-19) SUPPLEMENTAL SPECIFICATIONS Std. Spec. Sec. Page No. 106 Control of Materials .............................................................................. 1 107 Legal Regulations and Responsibility to Public .................................... 2 403 Bituminous Surface Treatment (Class A-1, A-2, A-3) ........................... . 3 404 Micro-Surfacing and Slurry Sealing ...................................................... 4 405 Cape Seal ............................................................................................ 15 406 Hot-Mix Asphalt Binder and Surface Course ........................................ 25 420 Portland Cement Concrete Pavement .................................................. 26 424 Portland Cement Concrete Sidewalk .................................................... 28 442 Pavement Patching .............................................................................. 29 502 Excavation for Structures ..................................................................... 30 503 Concrete Structures .........................................:................................... 32 504 Precast Concrete Structures ................................................................ 35 542 Pipe Culverts ........................................................................................ 36 586 Sand Backfill for Vaulted Abutments .................................................... 37 602 Catch Basin, Manhole, Inlet, Drainage Structure, and Valve Vault Construction, Adjustment, and Reconstruction .................................... 39 630 Steel Plate Beam Guardrail .................................................................. 40 631 Traffic Barrier Terminals ....................................................................... 43 670 Engineer's Field Office and Laboratory ................................................ 44 701 Work Zone Traffic Control and Protection ............................................ 45 704 Temporary Concrete Barrier ................................................................. 46 780 Pavement Striping ................................................................................ 48 781 Raised Reflective Pavement Markers .................................................. 49 888 Pedestrian Push-Button ........................................................................ 50 1001 Cement ................................................................................................. 51 1003 Fine Aggregates ................................................................................... 52 1004 Coarse Aggregates .............................................................................. 53 1006 Metals ................................................................................................... 56 1020 Portland Cement Concrete ................................................................... 58 1043 Adjusting Rings .................................................................................... 60 1050 Poured Joint Sealers ............................................................................ 62 1069 Pole and Tower .................................................................................... 64 1077 Post and Foundation ............................................................................ 65 1096 Pavement Markers ............................................................................... 66 1101 General Equipment .............................................................................. 67 11Hnois Department Check Sheet For Recurring of Transportatl In Special Provisions °..,. The Following Recurring Special Provisions Indicated By An"X"Are Applicable To This Contract And Are Included By Reference: Recurring Special Provisions Check Sheet# Page No. 1 ❑ Additional State Requirements for Federal-Aid Construction Contracts 75 2 ❑ Subletting of Contracts(Federal-Aid Contracts) 78 3 ❑ EEO J 79 4 ❑ Specific EEO Responsibilities Non Federal-Aid Contracts 89 5 ❑ Required Provisions-State Contracts 94 6 ❑ Asbestos Bearing Pad Removal 100 7 ❑ Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 101 8 ❑ Temporary Stream Crossings and In-Stream Work Pads 102 9 ❑ Construction Layout Stakes Except for Bridges 103 10 ❑ Construction Layout Stakes 106 11 ❑ Use of Geotextile Fabric for Railroad Crossing 109 12 ❑ Subsealing of Concrete Pavements 111 13 ❑ Hot-Mix Asphalt Surface Correction 115 14 ❑ Pavement and Shoulder Resurfacing 117 15 ❑ Patching with Hot-Mix Asphalt Overlay Removal 118 16 ❑ Polymer Concrete 120 17 ❑ PVC Pipeliner 122 18 ❑ Bicycle Racks 123 19 ❑ Temporary Portable Bridge Traffic Signals 125 20 ❑ Work Zone Public Information Signs , 127 21 ❑ Nighttime Inspection of Roadway Lighting 128 22 ❑ English Substitution of Metric Bolts 129 23 ❑ Calcium Chloride Accelerator for Portland Cement Concrete 130 24 ❑ Quality Control of Concrete Mixtures at the Plant 131 25 ❑ Quality Control/Quality Assurance of Concrete Mixtures 139 26 ❑ Digital Terrain Modeling for Earthwork Calculations 155 27 ❑ Reserved 157 28 ❑ Preventive Maintenance -Bituminous Surface Treatment 158 29 ❑ Reserved 164 30 ❑ Reserved 165 31 ❑ Reserved 166 32 ❑ Temporary Raised Pavement Markers 167 33 ❑ Restoring Bridge Approach Pavements Using High-Density Foam 168 34 ❑ Portland Cement Concrete Inlay or Overlay 171 35 ❑ Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching, 175 a Printed 04/29/19 Page 1 of 2 BLR 11300(Rev.10/26/18) 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 179 LRS 2 ❑ Furnished Excavation 180 LRS 3 ❑ Work Zone Traffic Control Surveillance 181 LRS 4 ® Flaggers in Work Zones 182 LRS 5 ® Contract Claims - 183 LRS 6 ❑ Bidding Requirements and Conditions for Contract Proposals 184 LRS 7 ® Bidding Requirements and Conditions for Material Proposals 190 LRS 8 Reserved 196 LRS 9 ❑ Bituminous Surface Treatments 197 LRS 10 Reserved 198 LRS 11 ® Employment Practices 199 LRS 12 ® Wages of Employees on Public Works 201 LRS 13 ® Selection of Labor 203 LRS 14 ❑ Paving Brick and Concrete Paver Pavements and Sidewalks 204 LRS 15 ® Partial Payments 207 LRS 16 ® Protests on Local Lettings 208 LRS 17 ® Substance Abuse Prevention Program 209 LRS 18 ❑ Multigrade Cold Mix Asphalt 210 Printed 04/29/19 BLR 11300(Rev.10/26/18) BDE SPECIAL PROVISIONS For the April 26, 2019 and June 14, 2019 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 Jan. 1, 2014 80274 2 ❑ Aggregate Subgrade Improvement April 1, 2012 April 1, 2016 80192 3 ❑ Automated Flagger Assistance Device Jan. 1, 2008 80173 4 ❑ Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80241 5 ❑ Bridge Demolition Debris July 1, 2009 50261 6 ❑ Building Removal-Case I (Non-Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010 50481 7 ❑ Building Removal-Case 11 (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010 50491 8 ❑ Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010 50531 9 ❑ Building Removal-Case IV(No Asbestos) Sept. 1, 1990 April 1, 2010 80404 10 ❑ Coarse Aggregate Quality ,Surfacing and Cape Seals Jan_. 1 2019 :* 80384 11 .. QQ _Compensable Deiay Costsm.Jurie 2,_2017 Apn1-11 l 1,2019 ; 80198 12 ❑ Completion Date (via calendar da_. April 1, 2008 ys) 80199 13 ❑ Completion Date (via calendar days) Plus Working Days April 1, 2008 80293 14 ❑ Concrete Box Culverts with Skews > 30 Degrees and April 1, 2012 July 1, 2016 Design Fills <_ 5 Feet 80311 15 ❑ Concrete End Sections for Pipe Culverts Jan. 1, 2013 April 1, 2016 80277 16 ❑ Concrete Mix Design- Department Provided Jan. 1, 2012 April 1, 2016 80261 17 ❑ Construction Air Quality- Diesel Retrofit June 1, 2010 Nov. 1, 2014 80387 18 ❑ Contrast Preformed Plastic Pavement Marking _Nov. 1, 2017 80029 19 ❑ Disadvantaged Business Enterprise Participation ._. _ ' m Sept12000 March , 80402 20 ❑✓ Disposal Fees Nov. 1,'k18 80378 21 ❑ Dowel Bar Inserter Jan. 1, 2017 Jan. 1, 2018 80405 22 ❑ Elastomeric Bearings Jan. 1, 2019 80388 23 ❑✓ Equipment Parking and Storage Nov. 1, 2017 80229 24 ❑ Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80304 25 ❑ Grooving for Recessed Pavement Markings Nov. 1, 2012 Nov. 1, 2017 80246 26 ❑ Hot-Mix Asphalt-Density Testing of Longitudinal Joints Jan. 1, 2010 Aug. 1, 2018 80398 27 ❑ Hot-Mix Asphalt-Longitudinal Joint Sealant Aug. 1, 2018 Jan. 1, 2019 80406 28 ❑ Hot-Mix Asphalt-Mixture Design Verification and Production Jan. 1, 2019 (Modified for[-FIT Projects) 80399 29 ❑ Hot-Mix Asphalt-Oscillatory Roller Aug. 1, 2018 Nov. 1, 2018 80347 30 ❑ Hot-Mix Asphalt-Pay for Performance Using Percent Nov. 1, 2014 Aug. 1, 2018 Within Limits-Jobsite Sampling 80383 31 ❑ Hot-Mix Asphalt-Quality Control for Performance April 1, 2017 Jan. 1, 2019 80376 32 ❑ Hot-Mix Asphalt-Tack Coat Nov. 1, 2016 80392 33 ❑✓ Lights on Barricades Jan. 1, 2018 80336 34 ❑ Longitudinal„Joint and Crack Patching April 1, 2014 April 1, 2016n * 80411 35 ❑ Luminaires, L>=D Apnl 1, 2010 �j 36 ❑ Manholes,,VOIVe Vaults, and Flab Sla �1 b Tops_ _ Jan. , 2018 March 1,2019 80400 37 ❑ Mast Arm Assembly and Pole Aug. 1, 2018 � � 80045 38 ❑ Material Transfer Device June 15, 1999 Aug. 1, 2014 80394 39 ❑ Metal Flared End Section for Pipe Culverts Jan. 1, 2018 April 1, 2018 80165 40 ❑ Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010 80349 41 ❑ Pavement Marking Blackout Tape Nov. 1, 2014 April 1, 2016 80371 42 ❑ Pavement Marking Removal July 1, 2016 80390 43 ❑✓ Payments to Subcontractors Nov. 2, 2017 80389 44 ❑ Portland Cement Concrete Nov. 1, 2017 80359 45 ❑ Portland Cement Concrete Bridge Deck Curing April 1, 2015 Nov. 1, 2017 80300 46 ❑ Preformed Plastic Pavement Marking Type D - Inlaid April 1, 2012 April 1, 2016 80328 47 ❑ Progress Payments Nov. 2, 2013 34261 48 ❑ Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006 80157 49 ❑ Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006 80306 50 ❑ Reclaimed Asphalt Pavement(RAP) and Reclaimed Nov. 1, 2012 Jan. 1, 2019 Asphalt Shingles (RAS) 80407 51 ❑✓ Removal and Disposal of Regulated Substances Jan. 1, 2019 80395 52 ❑ Sloped Metal End Section for Pipe Culverts Jan. 1, 2018 80340 53 ❑ Speed Display Trailer April 2, 2014 Jan. 1, 2017 80127 54 ❑ Steel Cost Adjustment April 2, 2004 Aug. 1, 2017 80408 55 ❑ Steel Plate Beam Guardrail Manufacturing Jan. 1, 2019 80397 56 Subcontractor and DBE Payment Reporting April 2, 2018 * w80391,57 , Subcontractor Mobihzat�on Payments : _..��._. �._..._ ,: Nov 2,201 T Apn11,2019 80317 58 ❑ Surface Testing of Hot-Mix Asphalt Overlays Jan. 1, 2013 April 1, 2016 80298 59 ❑ Temporary Pavement Marking April 1, 2012 April 1, 2017 20338 60 ❑ Training Special Provisions Oct. 15, 1975 80403 61 ❑ Traffic Barrier Terminal, Type 1 Special Nov. 1, 2018 80409 62 ❑ Traffic Control Devices-Cones Jan. 1, 2019 80410 63 ❑ Traffic Spotters Jan. 1, 2019 80318 64 ❑ Traversable Pipe Grate for Concrete End Sections Jan. 1, 2013 Jan. 1, 2018 80288 65 ❑ Warm Mix Asphalt Jan. 1, 2012 April 1, 2016 80302 66 ❑ Weekly DBE Trucking Reports June 2, 2012 April 2, 2015 80071 67 ❑ Working Days Jan. 1, 2002 The following special provisions are in the 2019 Supplemental Specifications and.Recurring Special Provisions. File Name Special Provision Title New Location(s) Effective Revised 80382 Adjusting Frames and Grates Articles 602.02(s) and (t), 1043.04, . April 1, 2017 and1043.05 80366 Butt Joints Article 406.08(c) July 1, 2016 80386 Calcium Aluminate Cement for Class PP-5 Article 1001.01(e) Nov. 1, 201.7 Concrete Patching 80396 Class A and B Patching Articles 442.06(a)(1) and (2) Jan. 1, 2018 Nov. 1, 2018 80377 Portable Changeable Message Signs Articles 701.20(h) and 1106.02(i) Nov. 1, 2016 April 1, 2017 80385 Portland Cement Concrete Sidewalk Article 424.12 Aug. 1, 2017 The following special provision has been deleted from use. File Name Special Provision Title Effective Revised 80401 Portland Cement Concrete Pavement Connector for Bridge Approach Slab Aug. 1, 2018 The following special provisions require additional information from the designer. The additional information needs to be submitted as a separate document. The Project Coordination and Implementation section will then include the information in the applicable special provision. • Bridge Demolition Debris 0 Building Removal-Case IV 0 Material Transfer Device • Building Removal-Case I 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 III 0 DBE Participation 0 Working Days Index of Sheets Description Pa-ge No. Description of Work 1 Prosecution and Progress 1 Traffic Control Plan 1 Spray Patching 2 Compensable Delay Costs BDE) 3 Disposal Fees (BDE) 7 Equipment Parking and Storage (BDE) 9 Lights on Barricades (BDE) 10 Payments to Subcontractors (BDE) 12 Removal and Disposal of Regulated Substances (BDE) 13 Subcontractor and DBE Payment Reporting (BDE) 25 Subcontractor Mobilization Payments (BDE) 26 Insurance 27 Prevailing Wage Rates 28 Illinois Department of Tra station Special ProvisionsWIN nspv Local Public Agency County Section Number City of Canton Fulton 19-00000-02-GM The following Special Provision 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 Specification and Recurring Special Provisions indicated on the Check Sheet included here in which apply to and . govern the construction of the above named section,and in case of conflict with any parts, or parts of said Specifications,the said Special Provisions shall take precedence and shall govern. DESCRIPTION OF WORK This work shall consist of spray patching on various streets within the City of Canton. PROSECUTION AND PROGRESS The included list of streets is for estimated locations of streets to be spray patched. The Contractor shall coordinate all work with the City of Canton's Street Department Superintendent- Ron Robinson. He can be reached at(309) 647-5022 or 'rrobinson@cantoncityhall.org'. All work shall be completed by August 30, 2018 unless approved.by the City. TRAFFIC CONTROL PLAN Traffic control shall be in accordance with the applicable sections of the "Standard Specifications for Road and Bridge Construction,"the applicable guidelines contained in the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways," these Special Provisions, and any special details and Highway Standards contained herein and in the plans. Special attention is called to Section 701 and Articles 107.09 and 107.14 of the "Standard Specifications for Road and Bridge Construction" and the following Highway Standards relating to traffic control: 701901-07 BLR 18-6 The City will take care of any notification to affected property owners. All traffic control required shall be considered incidental to the contract and will not be paid for separately. J Printed 04/29/19 Page 1 of 1 BLR 11310(Rev. 10/04/17) - 1 SPRAY PATCHING This work shall consist of spray patching the needed streets prior to the application of the Bituminous Surface Treatment A-1 with a mixture of emulsified asphalt and aggregate at the locations shown in the plans. The mixture of emulsified asphalt and aggregate shall be properly proportioned and applied to the surface of the streets according to these specifications and as directed by the Engineer. Materials: Bituminous Material Seal Coat shall be CRS-2 or HFRS-2. The Seal Coat Aggregate shall be double washed CA 16, crushed (fractured) stone or gravel. Equipment: The equipment needed in the performance of the work shall be provided by the Contractor and shall be subject to approval of the Engineer. It shall be maintained in satisfactory working condition at all times. Mixing Machine: The spray patch mixing and application machine shall be a continuous flow unit capable of accurately delivering a predetermined proportion of aggregate and asphalt emulsion and to discharge the thoroughly mixed product on a continuous basis. The machine shall be capable of thoroughly blending all the ingredients together. Cleaning of Streets: All dirt, debris, and deleterious material shall be cleaned from the existing pavement prior to applying the proposed spray patch. This work will not be paid for separately, but shall be included in the various pay items involved. The Contractor shall cover all manholes, inlets and valve boxes prior to appying the proposed spray patch. After application of the spray patch, all covering material shall be removed and disposed of in accordance with the Article 202.03 of the Standard Specifications. This work will not be paid for separately, but shall be included in the various pay items involved. This work shall be paid at the contract unit price per gallon for BITUMINOUS MATERIALS SEAL CRS-2 or HFRS-2 and per ton for SEAL COAT AGGREGATE (SPRAY PATCH). 2 COMPENSABLE DELAY COSTS (BDE) Effective: June 2, 2017 Revised: April 1, 2019 Revise Article 107.4,0(b) of the Standard Specifications to read: "(b) Compensation. Compensation will not be allowed for delays, inconveniences, or 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 shutdown 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 which are defined as follows. (1) Minor Delay. A minor delay occurs when the work in conflict with the utility in an unanticipated location is completely stopped for more than two hours, but not to 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 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." 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 made as follows. (1) Minor Delay. Labor idled which cannot be used on other world 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. 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). (2) Major Delay. Labor will be the same as for a minor delay. 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 3 Contractor's yard or another job and the cost to re-mobilize, whichever is less. 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 labor 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." Revise Article 108.04(b) of the Standard Specifications to read: "(b) No working day will be charged under the following conditions. (1) When adverse weather prevents work on the controlling item. (2) When job conditions due to recent weather prevent work on the controlling item. (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. (4) When delays caused by utility or railroad adjustments prevent work on the controlling item. (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 due to any fault of the Contractor. (6) When any condition over which the Contractor has no control prevents work on the controlling item." Revise Article 109.09(f) of the Standard Specifications to read: "(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 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 4 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 5 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 to4Article 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 6 DISPOSAL FEES (BDE) Effective: November 1, 2018 Replace Articles 109.04(b)(5)— 109.04(b)(8) of the Standard Specifications with the following: "(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. (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. 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. 7 (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." 80402 8 EQUIPMENT PARKING AND STORAGE (BDE) Effective: November 1, 2017 Replace the first paragraph of Article 701.11 of the Standard Specifications with the following. "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. (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." 80388 9 LIGHTS ON BARRICADES (BDE) Effective: January 1, 2018 Revise Article 701.16 of the Standard Specifications to read: "701.16 Lights. Lights shall be used on devices as required in the plans, the traffic control plan, and the following table. Circumstance Lights Required Daylight operations None First two warning signs on each approach to the work involving a nighttime lane Flashing mono-directional lights closure and"ROUGH GROOVED SURFACE" (W8-1107) signs Devices delineating isolated obstacles, excavations, or hazards at night Flashing bi-directional lights (Does not apply to patching) Devices delineating obstacles, excavations,or hazards exceeding Steady burn bi-directional lights 100 ft(30 m) in length at night (Does not apply to widening) Channelizing devices for nighttime lane None closures on two-lane roads Channelizing devices for nighttime lane None closures on multi-lane roads Channelizing devices for nighttime lane closures on multi-lane roads separating None opposing directions of traffic Channelizing devices for nighttime along Steady bum mono-directional lights lane shifts on multilane roads Channelizing devices for night time along Steady burn bi-directional lights lane shifts on two lane roads Devices in nighttime lane closure tapers Steady burn bi-directional lights on Standards 701316 and 701321 Devices in nighttime lane closure tapers Steady bum mono-directional lights Devices delineating a widening trench None Devices delineating patches at night on None roadways with an ADT less than 25,000 Devices delineating patches at night on None roadways with an ADT of 25,000 or more Batteries for the lights shall be replaced on a group basis at such times as may be specified by the Engineer." Delete the fourth sentence of the first paragraph of Article 701.17(c)(2) of the Standard Specifications. Revise the first paragraph of Article 603.07 of the Standard Specifications to read: 10 "603.07 Protection Under Traffic. After the casting has been adjusted and Class SI concrete has been placed, the work shall be protected by a barricade for at least 72 hours." 80392 11 PAYMENTS TO SUBCONTRACTORS (BIDE) Effective: November 2, 2017 Add the following to the end of the fourth paragraph of Article 109.11 of the Standard Specifications: "If reasonable cause is asserted, written notice shall be provided -to the applicable subcontractor and/or material supplier and the Engineer within five days of the Contractor receiving payment. The written notice shall identify the contract number, the subcontract or material purchase agreement, a detailed reason for refusal, the value of payment being withheld, and the specific remedial actions required of the subcontractor and/or material supplier so that payment can be made." 80390 12 REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE) Effective: January 1, 2019 Revise Section 669 of the Standard Specifications to read: "SECTION 669. REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES 669.01 Description. This work shall consist of the transportation and proper disposal of contaminated soil and groundwater. This work shall also consist of the removal, transportation, and proper disposal of underground storage tanks (UST), their content and associated underground piping to the point where the piping is above the ground, including determining the content types and estimated quantities. 669.02 Equipment. The Contractor shall notify the Engineer of the delivery of all excavation, storage, and transportation equipment to a work area location. The equipment shall comply with OSHA and American Petroleum Institute (API) guidelines and shall be furnished in a clean condition. Clean condition means the equipment does not contain any residual material classified as a non-special waste, non-hazardous special waste, or hazardous waste. Residual materials include, but are not limited to, petroleum products, chemical products, sludges, or any other material present in or on equipment. Before beginning any associated soil or groundwater management activity, the Contractor shall provide the Engineer with the opportunity.to visually inspect and approve the equipment. If the equipment contains any contaminated residual material, decontamination shall be performed on the equipment as appropriate to the regulated substance and degree of contamination present according to OSHA and API guidelines. All cleaning fluids used shall be treated as the contaminant unless laboratory testing proves otherwise. 669.03 Pre-construction Submittals. Prior to beginning this work, or working in areas with regulated substances, the Contractor shall submit a Regulated Substance Pre-Construction Plan (RSPCP)to the Engineer for review and approval using form BDE 2730. The form shall be signed by an Illinois licensed Professional Engineer or Professional Geologist. As part of the RSPCP, the qualifications of Contractor(s) or firm(s) performing the following work shall be listed. (a) On-Site Monitoring. Qualification for on-site monitoring of regulated substance work and on-site monitoring of UST removal requires either pre-qualification in Hazardous Waste by the Department or demonstration of acceptable project experience in remediation and special waste operations for contaminated sites in accordance with applicable Federal, State, or local regulatory requirements. Qualification for each individual performing on-site monitoring requires a minimum of one- year of experience in similar activities as those required for the project. '13 (b) Underground Storage Tank. Qualification for underground storage tank (UST) work requires licensing and certification with the Office of the State Fire Marshall (OSFM) and possession of all permits required to perform the work. A copy of the permit shall be provided to the Engineer prior to tank removal. The qualified Contractor(s) or firm(s) shall also document it does not have any current or former ties with any of the properties contained within, adjoining, or potentially affecting the work. The Engineer will require up to 30 calendar days for review of the RSPCP. The review may involve rejection or revision and resubmittal; in which case, an_additional 30 days will be required for each subsequent review. Work shall not commence until the RSPCP has been approved by the Engineer. After approval, the .RSPCP shall be revised as necessary to reflect changed conditions in the field. CONSTRUCTION REQUIREMENTS 669.04 Contaminated Soil and/or Groundwater Monitoring. Prior to beginning excavation, the Contractor shall mark the limits of removal for approval by the Engineer. Once excavation begins, the work and work area involving regulated substances shall be monitored by qualified personnel. The qualified personnel shall be on-site continuously during excavation and loading of material containing regulated substances. The qualified personnel shall be equipped with either a photoionization detector(PID)(minimum 10.6eV lamp), or a flame ionization detector (FID), and other equipment, as appropriate, to monitor for potential contaminants associated with volatile organic compounds (VOCs) or semi-volatile organic compounds (SVOCs). The PID or FID meter shall be calibrated on-site and background level readings taken and recorded daily, and as field and weather conditions change. Any field screen reading on the PID or FID in excess of background levels indicates the potential presence of contaminated material requiring handling as a non-special waste, special waste, or hazardous waste. PID or FID readings may be used as the basis of increasing the limits of removal with the approval of the Engineer but shall in no case be used to decrease the limits. The qualified personnel shall document field activities using form BDE 2732 (Regulated Substances Monitoring Daily Record) including the name(s) of personnel conducting the monitoring, weather conditions, PID or FID calibration records, a list of equipment used on-site, a narrative of activities completed, photo log sheets, manifests and landfill tickets, monitoring results, how regulated substances were managed and other pertinent information. Samples will be collected in accordance with the RSPCP. Samples shall be analyzed for the contaminants of concern (CDCs), including pH, based on the property's land use history, the encountered abnormality and/or the parameters listed in the maximum allowable concentration (MAC) for chemical constituents in uncontaminated soil established pursuant to Subpart F of 35 Ill. Adm. Code 1100.605. The analytical results shall serve to document the level of contamination. 14 Samples shall be grab samples (not combined with other locations). The samples shall be taken with decontaminated or disposable instruments. The samples shall be placed in sealed containers and transported in an insulated container to the laboratory. The container shall maintain a temperature of 39 °F (4 °C). All samples shall be clearly labeled. The labels shall indicate the sample number, date sampled, collection location and depth, and any other relevant observations. The laboratory shall use analytical methods which are able to meet the lowest appropriate practical quantitation limits (PQL) or estimated quantitation limit(EQL) specified in "Test Methods for Evaluating Solid Wastes, -Physical/Chemical Methods", EPA Publication No. SW-846; "Methods for the Determination of Organic Compounds in Drinking Water", EPA, EMSL, EPA-600/4-88/039; and "Methods for the Determination of Organic Compounds in Drinking Water, Supplement IIP', EPA 600/R-95/131, August 1995. For parameters where the specified cleanup objective is below the acceptable detection limit (ADL), the ADL shall serve as the cleanup objective. For other parameters the ADL shall be equal to or below the specified cleanup objective. 669.05 Contaminated Soil and/or Groundwater Management and Disposal. The management and disposal of contaminated soil and/or groundwater shall be according to the following: (a) Soil Analytical Results Exceed Most Stringent MAC. When the soil analytical results indicate that detected levels exceed the most stringent maximum allowable concentration (MAC) for chemical constituents in uncontaminated soil established pursuant to Subpart F of 35 Illinois Administrative Code 1100.605, the soil shall be managed as follows: (1) When analytical results indicate inorganic chemical constituents exceed the most stringent MAC but they are still considered within area background levels by the Engineer, the excavated soil can be utilized within the construction limits as fill, when suitable. If the soils cannot be utilized within the construction limits, .they shall be managed and disposed of off-site as a non-special waste, special waste, or hazardous waste as applicable. (2) When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for a Metropolitan Statistical Area (MSA) County, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as"uncontaminated soil'at a clean construction and demolition debris (CCDD) facility or an uncontaminated soil fill operation (USFO) within an MSA County provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (3) When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for an MSA County excluding Chicago, or the MAC within the Chicago corporate limits, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as "uncontaminated soil'at a CCDD facility or an USFO within an MSA County excluding Chicago or within 15 the Chicago corporate limits provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (4) When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for an MSA County excluding Chicago, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of-off-site as "uncontaminated soil' at a CCDD facility or an USFO within an MSA County excluding Chicago provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (5) When the Engineer determines soil cannot be managed according to Articles 669.05(a)(1) through (a)(4) above, the soil shall be managed and disposed of off-site as a non-special waste, special waste, or hazardous waste as applicable. (b) Soil Analytical Results Do Not Exceed Most Stringent .MAC. When the soil analytical results indicate that detected levels do not exceed the most stringent MAC, the excavated soil can be utilized within the construction limits or managed and disposed off-site as "uncontaminated soil" according to Article 202.03. However, the excavated soil cannot be taken to a CCDD facility or an USFO for any of the following reasons. (1) The pH of the soil is less than 6.25 or greater than 9.0. (2) The soil exhibited PID or FID readings in excess of background levels. (c) Soil Analytical Results Exceed Most Stringent MAC but Do Not Exceed Tiered Approach to Corrective Action Objectives (TACO) Residential. When the soil analytical results indicate that detected levels exceed the most stringent MAC but do not exceed TACO Tier 1 Soil Remediation Objectives for Residential Properties pursuant to 35 IAC 742 Appendix B Table A, the excavated soil can be utilized within the right-of-way or managed and disposed off-site as "uncontaminated soil' according to Article 202.03. However, the excavated soil cannot be taken to a CCDD facility or an USFO. (d) Groundwater. When groundwater analytical results indicate the detected levels are above Appendix B, Table E of 35 Illinois Administrative Code 742, the most stringent Tier 1 Groundwater Remediation Objectives for Groundwater Component of the Groundwater Ingestion Route for Class 1 groundwater, the groundwater shall be managed off-site as a special waste. The groundwater shall be containerized and trucked to an off-site treatment facility or may be discharged to a sanitary sewer or combined sewer when permitted by the local sewer authority. Groundwater discharged to a sewer shall be pre-treated to remove particulates and measured with a calibrated flow meter to comply with applicable discharge limits. A copy of the permit shall be provided to the Engineer prior to discharging groundwater to the sewer. All groundwater encountered within trenches may be managed within the trench and allowed to infiltrate back into the ground. If the groundwater cannot be managed within the trench it must be removed as a special or hazardous waste. The Contractor is 16 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 plugs shall not have any fine aggregate bedding or backfill, but shall be entirely cohesive soil or any class of concrete. The Contractor shall provide test data that the material has a permeability of less than 10-' cm/sec according to ASTM D 5084, Method A or per another test method approved by the Engineer. The Contractor shall use due care when transferring contaminated material from the area of origin to the transporter. Should releases of contaminated material to the environment occur(i.e., spillage onto the ground, etc.), the Contractor shall clean-up spilled material and place in the appropriate storage containers as previously specified. Clean-up shall include, but not be limited to, sampling beneath the material staging area to determine complete removal of the spilled material. The Contractor shall be responsible for transporting and disposing all material classified as a non-special waste, special waste, or hazardous waste from the job site to an appropriately permitted landfill facility. The transporter and the vehicles used for transportation shall comply with all federal, state, and local rules and regulations governing the transportation of non-special waste, special waste, or hazardous waste. All equipment used by the Contractor to haul contaminated material to the landfill facility shall be lined with a 6 mil (150 micron) polyethylene liner and securely covered during transportation. The Contractor shall obtain all documentation including any permits and/or licenses required to transport the contaminated material to the disposal facility. The Contractor shall provide engineered barriers, when required, and shall include materials sufficient to completely line excavation surfaces, including sloped surfaces, bottoms, and sidewall faces, within the areas designated for protection. The Engineer shall coordinate with the Contractor on the completion of all documentation. The Contractor shall make all arrangements for collection and analysis of landfill acceptance testing. The Contractor shall coordinate for waste disposal approval with the disposal facility. After the Contractor completes these activities and upon receipt of authorization from the Engineer, the Contractor shall initiate the disposal process. The Contractor shall provide the Engineer with all transport-related documentation within two days of transport or receipt of said document(s). The Engineer shall maintain the file for all such documentation. For management of special or hazardous waste, the Contractor shall provide the Engineer with documentation the Contractor (or subcontractor, if a subcontractor is used for transportation) is operating with a valid Illinois special waste transporter permit at least two weeks before transporting the first load of contaminated material. 17 The Contractor shall schedule and arrange the transport and disposal of each load of contaminated material produced. The Contractor shall make all transport and disposal arrangements so no contaminated material remains within the project area at the close of business each day. Exceptions to this specification require prior approval from the Engineer within 24 hours of close of business. The Contractor shall be responsible for all other pre- disposal/transport preparations necessary daily to accomplish management activities. Any waste generated as a special or hazardous waste from a non-fixed facility shall be manifested off-site using the Department's county generator number. An authorized representative of the Department shall sign all manifests for the disposal of the contaminated material and confirm the Contractor's transported volume. Any waste generated as a non-special waste may be managed off-site without a manifest, a special waste transporter, or a generator number. The Contractor shall select a landfill mandated by definition of the contaminant within the State of Illinois. The Department will review and approve or reject the facility proposed by the Contractor to use as a landfill. The Contractor shall verify whether the selected disposal facility is compliant with those applicable standards as mandated by definition of the contaminant and whether the disposal facility is presently, has previously been, or has never been, on the United States Environmental Protection Agency (U.S. EPA) National Priorities List or the Resource Conservation and Recovery Act (RCRA) List of Violating Facilities. The Contractor shall be responsible for coordinating permits with the TEPA. The use of a Contractor selected landfill shall in no manner delay the construction schedule or alter the Contractor's responsibilities as set forth. 669.06 Non-Special Waste Certification. An authorized representative of the Department shall sign and date all non-special waste certifications. The Contractor shall be responsible for - providing the Engineer with the required information that will allow the Engineer to certify the waste is not a special waste. (a) Definition. A waste is considered a non-special waste as long as it is not: (1) a potentially infectious medical waste; (2) a hazardous waste as defined in 35 IAC 721; (3) an industrial process waste or pollution control waste that contains liquids, as determined using the paint filter test set forth in subdivision (3)(A)of subsection (m) of 35 IAC 811.107; (4) a regulated asbestos-containing waste material, as defined under the National Emission Standards for Hazardous Air Pollutants in 40 CFR 61.141; (5) a material containing polychlorinated biphenyls (PCB's) regulated pursuant to 40 CFR Part 761; 18 (6) a material subject to the waste analysis and recordkeeping requirements of 35 IAC 728.107 under land disposal restrictions of 35 IAC 728; (7) a waste material generated by processing recyclable metals by shredding and required to be managed as a special waste under Section 22.29 of the Environmental Protection Act; or (8) an empty portable device or container in which a special or hazardous waste has been stored, transported, treated, disposed of, or otherwise handled. (b) Certification Information. All information used to determine the waste is not a special waste shall be attached to the certification. The information shall include but not be limited to: (1) the means by which the generator has determined the waste is not a hazardous waste; (2) the means by which the generator has determined the waste is not a liquid; (3) if the waste undergoes testing, the analytic results obtained from testing, signed and dated by the person responsible for completing the analysis; (4) if the waste does not undergo testing, an explanation as to why no testing is needed; (5) a description of the process generating the waste; and (6) relevant material safety data sheets. 669.07 Temporary Staging. The Contractor shall excavate and dispose of all waste material as mandated by the contaminants without temporary staging. If circumstances require temporary staging, he/she shall request in writing, approval from the Engineer. When approved,the Contractor shall prepare a secure location within the project area capable of housing containerized waste materials. The Contractor shall contain all waste material in leak- proof storage containers such as lined roll-off-boxes or 55 gal (208 L) drums, or stored in bulk fashion on storage pads. The design and construction of such storage pad(s) for bulk materials shall be subject to approval by the Engineer. The Contractor shall place the staged storage containers on an all-weather gravel-packed, asphalt, or concrete surface. The Contractor shall maintain a clearance both above and beside the storage units to provide maneuverability during loading and unloading. The Contractor shall provide any assistance or equipment requested by the Engineer for authorized personnel to inspect and/or sample contents of each storage container. All containers and their contents shall remain intact and undisturbed by unauthorized persons until the manner of disposal is determined. The Contractor shall keep the storage containers covered, except when access is requested by authorized personnel of the Department. The Engineer shall authorize any-additional material added to the contents of any storage container before being filled. 19 The Contractor shall ensure the staging area is enclosed (by a fence or other structure) to ensure direct access to the area is restricted, and he/she shall procure and place all required regulatory identification signs applicable to an area containing the waste material. The Contractor shall be responsible for all activities associated with the storage containers including, but not limited to, the procurement, transport, and labeling of the containers. The Contractor shall clearly mark all containers in permanent marker or paint with the date of waste generation, location and/or area of waste generation, and type of waste (e.g., decontamination water, contaminated clothing, etc.). The Contractor shall place these identifying markings on an exterior side surface of the container. The Contractor shall separately containerize each contaminated medium, i.e. contaminated clothing is placed in a separate container from decontamination water. Containers used to store liquids shall not be filled in excess of 80 percent of the rated capacity. The Contractor shall not use a storage container if visual inspection of the container reveals .the presence of free liquids or other substances that could classify the material as a hazardous waste in the container. The Department will not be responsible for any additional costs incurred, if mismanagement of the staging area, storage containers, or their contents by the Contractor results in excess cost expenditure for disposal or other material management requirements. 669.08 Underground Storage Tank Removal. For the purposes of this section, an underground storage tank (UST) includes the underground storage tank, piping, electrical controls, pump island, vent pipes and appurtenances. Prior to removing an UST, the Engineer shall determine whether the Department is considered an "owner" or "operator" of the UST as defined by the UST regulations (41 III. Adm. Code Part 176). Ownership of the UST refers to the Department's owning title to the UST during storage, use or dispensing of regulated substances. The Department may be considered an "operator" of the UST if it has control of, or has responsibility for, the daily operation of the UST. The Department may however voluntarily undertake actions to remove an UST from. the ground without being deemed an "operator" of the UST. In the event the Department is deemed not to be the "owner" or "operator" of the UST, the OSFM removal permit shall reflect who was the past "owner" or "operator" of the UST. If the "owner" or "operator" cannot be determined from past UST registration documents from OSFM, then the OSFM removal permit will state the "owner" or"operator" of the UST is the Department. The Department's Office of Chief Counsel (OCC) will review all UST removal permits prior to submitting any removal permit to the OSFM. If the Department is not the "owner" or"operator" of the UST then it will not register the UST or pay any registration fee. The Contractor shall be responsible for obtaining all permits required for removing the UST, notification to the OSFM, using an OSFM certified tank contractor, removal and disposal of the UST and its contents, and preparation and submittal of the OSFM Site Assessment Report in accordance with 41 III. Adm. Code Part 176.330. The Contractor shall contact the Engineer and the OSFM's office at least 72 hours prior to removal to confirm the OSFM inspector's presence during the UST removal. Removal, transport, 20 and disposal of the UST shall be according to the applicable portions of the latest revision of the "American Petroleum Institute (API) Recommended Practice 1604". The Contractor shall collect and analyze tank content (sludge) for disposal purposes. The Contractor shall remove as much of the regulated substance from the UST system as necessary to prevent further release into the environment. All contents within the tank shall be removed, transported and disposed of, or recycled. The tank shall be removed and rendered empty according to, IEPA definition. The Contractor shall collect soil samples from the bottom and sidewalls of the excavated area in accordance with 35 III.Adm. Code Part 734.210(h)after the required backfill has been removed during the initial response action,to determine the level of contamination remaining in the ground, regardless if a release is confirmed or not by the OSFM on-site inspector. In the event the UST is designated a leaking underground storage tank(LUST) by the OSFM's inspector, or confirmation by analytical results, the Contractor shall notify the Engineer and the DESU. Upon confirmation of a release of contaminants from the UST and notifications to the Engineer and DESU, the Contractor shall report -the release to the Illinois Emergency Management Agency (IEMA) (e.g., by telephone or electronic mail) and provide them with whatever information is available (`owner or "operator" shall be stated as the past registered "owner" or"operator", or the IDOT District in which the UST is located and the DESU Manager); The Contractor shall perform the following initial response actions if a release is indicated by the OSFM inspector: (a) Take immediate action to prevent any further release of the regulated substance to the environment, which may include removing, at the Engineer's discretion, and disposing of up to 4 ft (1.2 m) of the contaminated material, as measured from the outside dimension of the tank (b) Identify and mitigate fire, explosion and vapor hazards; (c) Visually inspect any above ground releases or exposed below ground releases and prevent further migration of the released substance into surrounding soils and groundwater; and (d) Continue to monitor and mitigate any additional fire and safety hazards posed by vapors and free product that have migrated from the UST excavation zone and entered into subsurface structures (such as sewers or basements). The UST excavation shall be backfilled according to applicable portions of Sections 205, 208, and 550 with a material that will compact and develop stability. The material shall be approved prior to placement. All uncontaminated concrete and soil removed during tank extraction may be used to backfill the excavation, at the discretion of the Engineer. After backfilling the excavation, the site shall be graded and cleaned. 21 669.09 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 BDE 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 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 BDE 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. 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. 22 Backfill plugs will be paid for at the contract unit price per cubic yard (cubic meter) for BACKFILL PLUGS. Payment for temporary staging, if required, will be paid for according to Article 109.04. Payment for accumulated stormwater removal and disposal will be according to Article 109.04. Payment will only be allowed if appropriate stormwater and erosion control methods were used. Payment for decontamination, labor, material, and equipment for monitoring areas beyond the specified areas, with the Engineer's prior written approval, will be according to Article 109.04. The sampling and testing associated with this work will be paid for as follows. (a) BETX Soil/Groundwater Analysis. When the contaminants of concern are gasoline only, soil or groundwater samples shall be analyzed for benzene, ethylbenzene, toluene, and xylenes (BETX). The analysis will be paid for at the contract unit price per each for BETX SOIL ANALYSIS and/or BETX GROUNDWATER ANALYSIS using EPA Method 8021 B.. (b) BETX-PNAS Soil/Groundwater Analysis. When the contaminants of concern are middle distillate and heavy ends, soil or groundwater samples shall be analyzed for BETX and polynuclear aromatics (PNAS). The analysis will be paid for at the contract unit price per each for BETX-PNAS SOIL ANALYSIS and/or BETX-PNAS GROUNDWATER ANALYSIS using EPA Method 8021 B for BETX and EPA Method 8310 for PNAs. (c) Priority Pollutants Soil Analysis. When the contaminants of concern are used oils, soil samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCs, and priority pollutants metals. The analysis will be paid for at the contract unit price per each for PRIORITY POLLUTANTS SOIL ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, and using an ICP instrument and EPA Methods 6010B and 7471A for metals. (d) Priority Pollutant Groundwater Analysis. When the contaminants of concern are used oils, non-petroleum material, or unknowns, groundwater samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCs, and priority pollutants metals. The analysis will be paid for at the contract unit price per each for PRIORITY POLLUTANTS GROUNDWATER ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, and EPA Methods 6010B and 7470A for metals. (e) Target Compound List (TCL) Soil Analysis. When the contaminants of concern are unknowns or non-petroleum material, soil samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCS, priority pollutants metals, pesticides, and Resource Conservation and Recovery Act (RCRA) metals by the toxicity characteristic leaching procedure(TCLP). The analysis will be paid for at the contract unit price per each for TCL SOIL ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, 23 EPA Method 8081 for pesticides, and ICP instrument and EPA Methods 60106, 7471A, 1311 (extraction), 6010B, and 7470A for metals. (f) Soil Disposal Analysis. When the waste material for disposal requires sampling for disposal acceptance, the samples shall be analyzed for TCLP VOCs, SVOCs, RCRA metals, pH, ignitability, and paint filter test. The analysis will be paid for at the contract unit price per each for SOIL DISPOSAL ANALYSIS using EPA Methods 1311 (extraction), 8260B for VOCs, 8270C for SVOCs, 6010B and 7470A for RCRA metals, 9045C for pH, 1030 for ignitability, and 9095A for paint filter. The work of preparing, submitting and administering a Regulated Substances Final Construction Report will be paid for at the contract lump sun) price REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT." 80407 24 SUBCONTRACTOR AND DBE PAYMENT REPORTING (BDE) Effective: April 2, 2018 - Add the following to Section 109 of the Standard Specifications. "109.14 Subcontractor and Disadvantaged Business Enterprise Payment Reporting. The Contractor shall report all payments made to the following parties: (a) first tier subcontractors; (b) lower tier subcontractors affecting disadvantaged business enterprise (DBE) goal credit; (c) material suppliers or trucking firms that are part of the Contractor's submitted DBE utilization plan. The report shall be made through the Department's on-line subcontractor payment reporting system within 21 days of making the payment." 80397 25 SUBCONTRACTOR MOBILIZATION PAYMENTS (BDE) 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 26 LR107-4 PageI of I State of Illirlois .Department of Transportation Bureau of Local Roads and Sheets SPECIAL PROVISION FOR INSURANCE Effective: February 1, 2.007 Revised: August 1, 2007 All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road-and Bridge Construction, adopted by the Department of Transportation. The Contractor shall name the following entities as additional insured Under the Contractor's general liability insurance policy in accordance with Article 107.27: City of Canton Maurer-Stutz, Inc. The entities listed above and their-officers, employees,and agents shall be indemnified and held harmless in accord ance.with Article 107.-26. 27 Prevailing Wage Rates The Contractor shall comply with all applicable provisions of the Prevailing Wage Act. All questions of applicability of the Prevailing Wage Act are governed by the determinations of the Illinois Department of Labor (IDOL). Prevailing wage rates may be obtained' from IDOL's website at: https://www2.illinois.gov/idol/laws-rules/conmed/pages/rates.aspx 28 Contractor's Report of Source of Materials County: Fulton (Twp.,Rd.Dist.,or Co.Unit Rd.Dist.) - Municipality City of Canton Section: 19-00000-02-GM Set-up or Delivery Point Contractor: Subcontractor: Address: Address: Source of Material Item Material Code Quantity Producer No. From Date Sent: Date Returned: Signed: Contractor Printed on 4/29/2019 11:47 AM Illinois Department Material Proposal of Transportation Schedule of Prices Group Unit No. Items Delivery Unit Quantity Price Total 2 Bit Matls Seal CRS-2 Applied Gallon 3800.00 2 Seal Coat Aggr(Spray Patch) Applied Ton 100.00 The undersigned firm certifies that it has not been convicted of bribery or attempting to bribe an officer or employee of the State of Illinois, 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. The undersigned firm further certifies that it is not barred from contracting with any unit of State or local government as a result of a violation of State laws prohibiting bid-rigging or bid rotating. Signature of Bidder Address Page 1 of 1 BLR 12241 (Rev.7/05) Printed on 4/29/2019 12:21:51 PM Spray Patching 4/22/2019 9th Ave &Olive 1St Ave&Linn South Main & Linn (North side) South Main &Walnut(East side) 716 South 1St South Main & Hickory 320 South 1St 304 South 11t 200 Block South 1St S.15t& Pine St 200 Block of South Main 168 West Maple Park Court&Maple 8 South Main 10&100 block North Main 3r1& Elm 11th&Chestnut(West side) 12th&Chestnut 15th&Ash 1400 Block E.Ash Iris&Sunview 100 Block N. 11th Ave E&Cass Place West Birch &Keeling Ct West Birch &Ave A West Birch & North Main Ave A&West Vine West Ash & N.Ave A West Ash & N. Main Ash &3rd Ave (on Ash Street) 433 E.Ash Ash &5th Ave 6th&Custer 7th&Custer 6th Ave &E.,Spruce 400/500 Block of S. 7th N. 7th& E. Myrtle N.8th& E. Birch N. 11th& E. Myrtle 425 N. 9th Haffner&Thompson Ct 4th Ave & Liberty Market Place(behind Ledger) Spray Patch Locations — �IOttING AXFAO * Minimum distance he[ween the sign and - the work area Is 700'(215 m). Maximum distance to be determined by the local authority but In no case to exceed the length of one-half day's operation- 4 miles(6 km),whichever Is less. ROAD WORK GENERAL NOTES AHEAD Maintenance operations shall be confined to one traffic lane,leaving the opposite lane open to Varies traffic. At least 500'(150 m)of both traffic lanes shall be available for traffic movement between work areas at intervals not greater than 1000'(300 m), a a When operations are on the pavement and stationary or moving at a speed less than 4 mph (6 kph),a ONE LANE AHEAD,or other appropriate sign,shall be Installed In each direction between the ROAD WORK AHEAD sign and the work area. The distance between this sign and the work area shall be aminimum of 400'(120 m)but in no case to exceed the length of one-half day's r Varies I operation or 4 miles(6 km),whichever Is less. ROAD The distance between the two signs shall be WORK approximately 400'(120 m). AHEAD All signs are to be removed at completion of the W20-1(10)-36 day's operation. \ Any unattended obstacle,excavation,or pavement drop off greater than 3(75)In the work area shall be protected by Type I or Type II barricades with flashing lights, 11DtyMc AxEAD Longitudinal dimensions may be adjusted slightly W21..(0)-36 to fit field conditions. TWO-LANE.TWO-WAYTRAFFIC All vehicles,equipment,men,and'thelr achvities RURAL OPERATIONS are restricted at all times to one side of the pavment: DAY OPERATIONS ONLY Flashing lights or rotating beacons are required for all maintenance vehicles while In operation. Applicable operations Illustrated In Standard 701301 _ may be used when operations do not exceed 15 minutes on the pavement or 60 minutes on the shoulder respectively. SYMBOLS TYPICAL APPLICATIONS All warning signs shall have minimum dimensions of ® Work area MOWING refletbackground.0have black legend on an orange o 1 ed _ SPREADING AGGREGATE WEED SPRAYING When fluorescent Signs are used,orange flags are Sign with 18x18(450x450)min. SURFACE MAINTENANCE not required. V orange flag attached. BITUMINOUS RESURFACING CRACK POURING This case Is for use on rural local toads where SHOULDER REPAIR the local authority considers this protection to CLEANING DITCHES be appropriate for the specific job conditions. All dimensions are In Inches(mllllmeters) unless otherwise shown. DATE REVISIONS TRAFFIC CONTROL DEVICES- PASSED Department of Transportation 1-1-15 Corrected RWA sign number. PASSED DAY LABOR MAINTENANCE --ER o acne Ro 0--s _ 1-1-09 Switched units to APPROVED zotsEnglish(metric). Moved STANDARD B.L.R.18-6 ExcwEER oP of wx oxo ExwaoxxEx* one General Note. M� 8-12 (200.3D0) 18 450 r min, 4- ry (100-150 o r{ BOJ 3(75I 4-6 m c 100-150) r v E AV, r _ wo oc rood A o ^E J,46::00-150) -6 00.150) Orange Orange Orange Orange Posted speed<45 mph Any posted speed Any posted speed Any posted speed ""? DAYTIME USE DAYOR NIGHTTIME USE CONES TUBULAR MARKER VERTICAL PANEL DRUM POST MOUNTED r s i s 14 12 JsoJ Jsol *u. c U (600) (300) JR , �11- 24 600 _T y . ry ,,"y'.t' I vv".,,... FE-11'"; J min. o o,Em ?",01 � ,°o �Jsoc �24 6 ) ;06 00 Joo TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE BARRICADE iJsm �Jss �o OJ of dlf Warning lights(if required) GENERAL NOTES All heights shown shall be measured above the —E 4' 1 2 m pavement surface. m n. All dimensions are in Inches(millimeters) �,• unless otherwise.shown. —AE DATE REVISIONS TRAFFIC CONTROL ®llllnols Department of Transportation < < < < 1-1-19 Revised cone usage and DEVICES PNq�U 1U19 G • •• added cones>36°(900 m)height, E INFER Uf 11- NU ENGIVEERWG DETECTABLE PEDESTRIAN 1-1.18 Revised END WORK ZONE " (Sheet 1 of 3) ""°� '°'° CHANNELIZING BARRICADE SPEED LIMIT sign from STANDARD 701901-08 Ervc—R o' =1N AN 1RONNENr orange to white background. Warning light 18x18(450x450) ROAD (If required)d) Orange flags CONSTRUCTION END 5'-12'•" NEXT X MILES CONSTRUCTION 320-1104(0)4036 G20-1105(0)-6024 `c > Metal or This signing is required for all projects 2 miles(3200 m)or more In length. wood post 24-10' _ `o Edge of (600-3 m) ROAD CONSTRUCTION NEXT X MILES sign shall 5' I,5 m min.lural �+• 7'(2.1 m)min.urban pavement M SIGN be placed SDO'(150 m)In advance of pro- 4' 1.2 m neral or face � jec[limits. 6' .8 m ur an of curb E (IF SPECIFIED) E END CONSTRUCTION sign shall be erected at the end of the job unless another job is C E within 2 miles(3200 m). Dual sign displays shall be utilized on multi- of pave of edge Elevation of edge lane highways. El pavement of pavement embe5. dment SIGNS SIGNS ON TEMPORARY SUPPORTS WORK LIMRSIGNING *** When work operations exceed POST MOUNTED SIGNS four days,this dimension shall HIGH LEVEL WARNING DEVICE be 5'(1.5 m)min. If located ** When curb or paved shoulder are resent behind other devices,the height WORK p p shall be sufficient to be seen ZONE W21-1115(0)-3618 this dlmenslon shall be 24(600)to the completely above the devices. `face of curb or 6'(1.8 m)to the outside _ edge of the paved shoulder. SPEED 24 LIMIT R2-1-3648 (600) "" 5 7 XX (125) (175) PHOTO R10.1108p-3618*"** _ ENFORCED a s MAX WIDTH 8(200)Federal series C — $XXX FINE R24106p-3618 7(180)Federal series B9i MINIMUM WSign assembly as shown on Standards IS�L� ■ ■ or as allowed by District Operations. t ao END ® MILES 20 16 WORK ZONE G20•1103-6036 (513) (400) SPEED LIMfT AHEAD This sign shall be used when the 19� above sign assembly Is used. (15) HIGHWAY CONSTRUCTION W 12-II03-4848 SPEED ZONE S-100— R30-1108p shall only be used along roadways WIDTH RESTRICTION SIGN ** under the jurlstictlon of the State. XX'-XX"width and X miles are variable. Illinois Department of Transportation FRONT SIDE REVERSE SIDE TRAFFIC CONTROL mG ® DEVICES ar RovsD s - FLAGGERTRAFFIC CONTROLSIGN (sheet 2 of 31 ANEER OF SAFETT rAOG.AND ENGIVEERIN STANDARD 701901-08 ENGINEER 0� RGNMENT 24(600)3 r►A 8' 2.4 m O — O O O cm n. 4' 1m n2 m. . pp E Weep holes Y p IL Cons ruc E m E O (8 m) advance tion 200 200 200 warning signs (60 m)m (60 m) (60 m)t E E E �A m c c m ^E ^E �E PLAN It: 25' - 5, 1%(45)+= Face may be (1.5 m) I stepped or smooth - TYPEA TYPE B TYPE C 7=p �� �� ROOF ROOFORTRAILER TRAILER +i Traffic MOUNTED MOUNTED MOUNTED Gtr Epoxy channels J ARROW BOARDS V I 31/2(90)3 I 0 0 0 SECTION A-A TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS U U u 1-1 Li u U U - -- — — - .E 12 300 6(150) E E min. 6 150 6 150 - flasher max.max. max. R11� max. E E ROAD L I CLOSED m Edge of shoulder .. .. ^.LF ,���/.... ...... 12 300 Pavement. min. Type A RI 1-4 ROAD CLOSED TO ALL TRAFFIC flasher - Reflectodzed striping may be omitted ROAD CLOSED ROAD CLOSED .. on the back side of the barricades. TO TO If a Type III barricade with an attached THRU TRAFFIC THRD TRAFFIC sign panel which meets NCHRP 350 is not avallable,the sign may be mounted on an I•:; 'NCHRP 350 temporary sign support directly .. In front of the barricade. "��,�•...• - Pavement ROAD CLOSED TO THRU TRAFFIC - ®illinols Department of Transportation TYPICAL APPLICATIONS OF Reflectorized striping shall appear on TRAFFIC CONTROL both sides of the barricades. If a DEVICES APRRenVEG 2G�a G TYPE III BARRICADES CLOSING A ROAD Type III barricade with an attached sign panel which meets NCHRP 350 Is ENGINEER OF SAFETY PRO',pN�ENGIVEERPlG not avail able,the signs may be mounted (Sheet 3 of 3) APPROVED T xol9 on NCHRP 350 temporary sign supports �/r directly In front of the barricade. EPPRoVE GN FN ENVIRGNMENT STANDARD 701901-08 ' RETURN WITH BID 111Inob Department Local Public Agency Of Tran OI'tatlOn Formal Contract Proposal PROPOSAL SUBMITTED BY Contractor's Name Street P.O.Box City State Zip Code STATE OF ILLINOIS COUNTY.OF Fulton City of Canton (Name of City,Village,Town or Road District) FOR THE IMPROVEMENT OF STREET NAME OR ROUTE NO. Various SECTION NO. 19-00000-01-GM TYPES OF FUNDS MFT ®SPECIFICATIONS(required) ® PLANS(required) For Municipal Projects Department of Transportation bm' ed/A d/Pass ® Released for bid based op limited review."I �/- ' 4,7 ®Ma or ❑President of Board of Trustees ❑Municipal Official Regional Engineer Date May 7,2019 Date -For County and Road District Projects Submitted/Approved Highway Commissioner Date Submitted/App'r'oved County Engineer/Superintendent of Highways Date Note: All proposal documents;including Proposal Guaranty Checks or Proposal Bid Bonds,should be stapled together to prevent loss when bids are processed. Printed 4/30/2019 Page 1 of 6 BLR 12200(01/08/14) RETURN WITH BID County Fulton NOTICE TO BIDDERS Local Public Agency City of Canton Section Number 19-00000-01-GM Route Various Sealed proposals for the improvement described below will be received at the office of City Clerk, 2 North Main Street;Canton,IL 61520 until on Address Time Date Sealed proposals will be opened and read publicly at the office of City Clerk 2 North Main Street;Canton,IL 61520 at on Address Time Date DESCRIPTION OF WORK Name Canton 2018 Contract Maintenance Length: 2540.00 feet ( 0.481 miles) Location Various Locations Proposed Improvement Maintenance Mill and Overlay and other collateral work to complete the project 1. Plans and proposal forms will be available in the office of Maurer-Stutz,Inc. 1670 East Ash Street;Canton,IL 61520 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 BLR.S 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 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 4/29/2019 Page 2 of 6 BLR 12200(01/08/14) RETURN WITH BID County Fulton PROPOSAL Local Public Agency .City of Canton Section Number 19-00000-01-GM Route Various 1. Proposal of for the improvement of the above section by the construction of Maintenance Mill and Overlay and other collateral work to complete the project a total distance of 2540.00 feet, of which a distance of 2540.00 feet, ( 0.481 miles) are to be improved. 2. The plans for the proposed work are those prepared by Maurer-Stutz,Inca 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 will 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: City Treasurer of The City of Canton The amount of the check is ( ) 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 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 4/29/2019 Page 3 of 6 BLR 12200(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 Fulton Local Public Agency City of Canton Section 19-00000-01-GM Route Various 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. HMA SURF REM 2" Sq Yd 9,704 BIT MATLS TACK CT Lb 6,987 HMA SC"D"N50 Ton 1,088 MATL TRANSFER DEVICE Ton 1,088 t Printed 4/29/2019 Page 4-1 of 6 BLR 12200a(Rev.01/24/19) RETURN WITH BID County Fulton CONTRACTOR CERTIFICATIONS Local Public Agency .City of Canton Section Number 19-00000-01-GM Route Various The certifications hereinafter made by the bidder are each a material representation of fact upon whichreliance 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 4/29/2019 Page 5 of 6 BLR 12200(01/08/14) RETURN WITH BID County Fulton SIGNATURES Local Public Agency City of Canton Section Number 19-00000-01-GM Route Various (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 Signed By President Business Address President Insert Names of Officers Secretary Treasurer Attest: Secretary Printed 4/29/2019 Page 6 of 6 BLR 12200(01/08/14) Illinois Department Apprenticeship or Training of Transportation Program Certification Route Various Return with Bid County Fulton Local Agency City of Canton Section 19-00000-01-GM All cootractors are requiiedto complete Mie following certificatiaff ® 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`6rafts 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. Printed 4/29/2019 Page 1 of 2 BLR 12325(Rev.4/07) 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: By: (Signature) Address: Title: Printed 4/29/2019 Page 2 of 2 BLR 12325(Rev.4/07) RETURN WITH BID Illinois Department of Transportation Affidavit of Illinois Business Office County Fulton Local Public Agency City of Canton Section Number 19-00000-01-GM Route Various State of ) ) SS. County of ) of , (Name of Affiant) (City of Affiant) (State of Affiant being first duly swoon upon oath, states as follows: 1. That I am the of officer or position bidder 2. That I have personal knowledge of the facts herein stated. 3. That, if selected under this proposal, , will maintain a (bidder) business office in the State of Illinois which will be located in County, Illinois. 4. That this business office will serve as the primary place of employment for any persons employed in the construction contemplated by this proposal. 5. That this Affidavit is given as a requirement of'state law as provided in Section 30-22(8) of the Illinois Procurement Code. (Signature) (Print Name of Affiant) This instrument was acknowledged before me on day of , (SEAL) (Signature of Notary Public) Printed 4/29/2019 BLR 12326(01/08/14) Illinois Department Local Agency of Transportation Proposal Bid Bond Route Various County Fulton RETURN WITH BID LocalAgency City of Canton Section 19-00000-01-GM PAPER BID BOND WE as PRINCIPAL, and as SURETY, are held jointly,severally and firmly bound unto the above Local Agency(hereafter referred to as"LA's 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 LA 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 shall within fifteen(15)days after award enter into a formal contract,furnish surety guaranteeing the faithful performance of the work,and furnish evidence of the required insurance coverage,all as provided in the"Standard Specifications for Road and Bridge Construction"and applicable Supplemental Specifications,then this obligation shall become void;otherwise it shall remain in full force and effect. IN THE EVENT the 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 day of Principal (Company Name) (Company Name) By: By: (Signature and Title) (Signature and Title) (If PRINCIPAL is a joint venture of two or more contractors,the company names,and authorized signatures of each contractor must be affixed.) Surety By: (Name of Surety) (Signature of Attorney-in-Fact) STATE OF ILLINOIS, COUNTY OF a Notary Public in and for said county, do hereby certify that (Insert names of individuals signing on behalf of PRINCIPAL&SURETY) who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY,appeared before me this day in person and acknowledged respectively,that they signed and delivered said instruments as their free and voluntary act for the uses and purposes therein set forth. Given under my hand and notarial seal this day of My commission expires (Notary Public) ELECTRONIC BID BOND ❑ Electronic bid bond is allowed(box must be checked by LA if electronic bid bond is allowed) The Principal may submit an electronic bid bond, in lieu of completing the above section of the Proposal Bid Bond Form. By providing an electronic bid bond ID code and signing below,the Principal is ensuring the identified electronic bid bond has been executed and the Principal and Surety are firmly bound unto the LA under the conditions of the bid bond as shown above. (If PRINCIPAL is a joint venture of two or more contractors, an electronic bid bond ID code, company/Bidder name title and date must be affixed for each contractor in the venture.) f Electronic Bid Bond ID Code (Company/Bidder Name) (Signature and Title) Date Page 1 of 1 BLR 12230(Rev.7/05 Printed on 4/29/2019 10:05:54 AM J Illinois Department Affidavit of Availability of Transportation For the Letting of Bureau of Construction Springfield, South Dinois 2764 Parkway/Room 322 Instructions: Complete this form by either typing or using black ink. "Authorization to Bid"will not be issued Springfield,Illinois 62764 unless both sides of this form are completed in detail. Use additional forms as needed to list all work. Part I.Work Under Contract List below all work you have under contract as either a prime contractor or a subcontractor. It is required to include all pending low bids not yet awarded or rejected. In a joint venture,list only that portion of the work which is the responsibility of your company. The uncompleted dollar value is to be based upon the most recent engineer's or owners estimate,and must include work subcontracted to others. If no work is contracted,show NONE. 1 2- 3 4 Awards Pending Contract Number Contract With Estimated Completion Date Total Contract Price Accumulated Totals Uncompleted Dollar Value if Firm is the Prime Contractor Uncompleted Dollar Value if Firm is the Subcontractor Total Value of All Work Part IL Awards Pending and Uncompleted Work to be done with your own forces. List below the uncompleted dollar value of work for each contract and awards pending to be completed with your own forces. All work Accumulated subcontracted to others will be listed on the reverse of this form. In a joint venture,list only that portion of the work to be done by your Totals company. If no work is contracted,show NONE. Earthwork Portland Cement Concrete Paving HMA Plant Mix HMA Paving Clean&Seal Cracks/Joints Aggregate Bases&Surfaces Highway,R.R.and Waterway Structures Drainage Electrical Cover and Seal Coats Concrete Construction Landscaping Fencing Guardrail Painting Signing Cold Milling,Planning&Rotomilling - Demolition Pavement Markings(Paint) Other Construction(List) $ 0.00 Totals Disclosure of this information is REQUIRED to accomplish the statutory purpose as outlined in the'Illinois Procurement Code." Failure to comply will result in non-issuance of an"Authorization To Bid." This form has been approved by the State Forms Management Center. Printed 1/30/2018 Page 1 of 2 BC 57(Rev.08/17/10) Part 111.Work Subcontracted to Others. For each contract described in Part I,list all the work you have subcontracted to others. 1 2 3 4 Awards Pending Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Subcontractor Type of Work Subcontract Price Amount Uncompleted Total Uncompleted I, being duly sworn, do hereby declare that this affidavit is a true and correct statement relating to ALL uncompleted contracts of the undersigned for Federal, State, County, City and private work, including ALL subcontract work, ALL pending low bids not yet awarded or rejected and ALL estimated completion dates. Subscribed and sworn to before me this day of Type or Print Name Officer or Director Title Signed Notary Public My commission expires Company.-, (Notary Seal) Address Printed 1/30/2018 Page 2 of 2 BC 57(Rev.08/17/10) City of Canton Section 19-00000-01-GM Fulton County INDEX FOR SUPPLEMENTAL SPECIFICATIONS AND RECURRING SPECIAL PROVISIONS Adopted January 1, 2019 This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS. ERRATA Standard Specifications for Road and Bridge Construction (Adopted 4-1-16) (Revised 1-1-19) SUPPLEMENTAL SPECIFICATIONS - Std. Spec. Sec. Page No. 106 Control of Materials .............................................................................. 1 107 Legal Regulations and Responsibility to Public .................................... 2 403 Bituminous Surface Treatment (Class A-1, A-2, A-3) ........................... 3 404 Micro-Surfacing and Slurry Sealing ...................................................... 4 405 Cape Seal ............................................................................................ 15 406 Hot-Mix Asphalt Binder and Surface Course ........................................ 25 420 Portland Cement Concrete Pavement .................................................. 26 424 Portland Cement Concrete Sidewalk .................................................... 28 442 Pavement Patching .............................................................................. 29 502 Excavation for Structures ..................................................................... 30 503 Concrete Structures ............................................................................. 32 504 Precast Concrete Structures ................................................................ 35 542 Pipe Culverts ........................................................................................ 36 586 Sand Backfill for Vaulted Abutments .................................................... 37 602 Catch Basin, Manhole, Inlet, Drainage Structure, and Valve Vault Construction, Adjustment, and Reconstruction .................................... 39 630 Steel Plate Beam Guardrail .................................................................. 40 631 Traffic Barrier Terminals ........................................................................ 43 670 Engineer's Field Office and Laboratory ................................................ 44 701 Work Zone Traffic Control and Protection ............................................ 45 704 Temporary Concrete Barrier ................................................................. 46 780 Pavement Striping ................................................................................ 48 781 Raised Reflective Pavement Markers ..........:....................................... .49 888 Pedestrian Push-Button ........................................................................ 50 1001 Cement ................................................................................................. 51 1003 Fine Aggregates ................................................................................... 52 1004 Coarse Aggregates .............................................................................. 53 1006 Metals ................................................................................................... 56 1020 Portland Cement Concrete 1043 Adjusting Rings 1050 Poured Joint Sealers ............................................................................ 62 1069 Pole and Tower .................................................................................... 64 1077 Post and Foundation ............................................................................ 65 1096 Pavement Markers ............................................................................... 66 1101 General Equipment .............................................................................. 67 Se Bomb DVent Check Sheet For Recurring ° .o . of Transpoltt .j Special Provisions The Following Recurring Special Provisions Indicated By An"X"Are Applicable To This Contract And Are Included By Reference: Recurring Special Provisions Check Sheet# Page No. 1 ❑ Additional State Requirements for Federal-Aid Construction Contracts 75 2 ❑ Subletting of Contracts (Federal-Aid Contracts) 78 3 ❑ EEO 79 4 ❑ Specific EEO Responsibilities Non Federal-Aid Contracts 89 5 ❑ Required Provisions-State Contracts 94 6 ❑ Asbestos Bearing Pad Removal 100 7 ❑ Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 101 8 ❑ Temporary Stream Crossings and In-Stream Work Pads 102 9 ❑ Construction Layout Stakes Except for Bridges 103 10 ❑ Construction Layout Stakes 106 11 ❑ Use of Geotextile Fabric for Railroad Crossing 109 12 ❑ Subsealing of Concrete Pavements 111 13 ❑ Hot-Mix Asphalt Surface Correction 115 14 ❑ Pavement and Shoulder Resurfacing 117 15 ❑ Patching with Hot-Mix Asphalt Overlay Removal 118 16 ❑ Polymer Concrete 120 17 ❑ PVC Pipeliner 122 18 ❑ Bicycle Racks 123 19 ❑ Temporary Portable Bridge Traffic Signals 125 20 ❑ Work Zone Public Information Signs 127 21 ❑ Nighttime Inspection of Roadway Lighting 128 22 ❑ English Substitution of Metric Bolts 129 23 ❑ Calcium Chloride Accelerator for Portland Cement Concrete 130 24 ❑ Quality Control of Concrete Mixtures at the Plant 131 25 ❑ Quality Control/Quality Assurance of Concrete Mixtures 139 26 ❑ Digital Terrain Modeling for Earthwork Calculations 155 27 ❑ Reserved 157 28 ❑ Preventive Maintenance - Bituminous Surface Treatment 158 29 ❑ Reserved 164 30 ❑ Reserved 165 31 ❑ Reserved 166 32 ❑ Temporary Raised Pavement Markers 167 33 ❑ Restoring Bridge Approach Pavements Using High-Density Foam 168 34 ❑ Portland Cement Concrete Inlay or Overlay 171 35 ElPortland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 175 Printed 04/29/19 Page 1 of 2 BLR 11300(Rev.10/26/18) City of Canton Section 19-00000-01-GM Fulton County 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 179 LRS 2 ❑ Furnished Excavation 180 LRS 3 ® Work Zone Traffic Control Surveillance 181 LRS 4 ® Flaggers in Work Zones 182 LRS 5 ® Contract Claims 183 LRS 6 ® Bidding Requirements and Conditions for Contract Proposals 184 LRS 7 ❑ Bidding Requirements and Conditions for Material Proposals 190 LRS 8 Reserved 196 LRS 9 ❑ Bituminous Surface Treatments 197 LRS 10 Reserved 198 LRS 11 ® Employment Practices 199 LRS 12 ® Wages of Employees on Public Works 201 LRS 13 ® Selection of Labor 203 LRS 14 ❑ Paving Brick and Concrete Paver Pavements and Sidewalks 204 LRS 15 ® Partial Payments 207 LRS 16 ® Protests on Local Lettings 208 LRS 17 ® Substance Abuse Prevention Program 209 LRS 18 ❑ Multigrade Cold Mix Asphalt 210 Printed 04/29/19 B.LR 11300(Rev.10/26/18) City of Canton Section 19-00000-01-GM Fulton County BDE SPECIAL PROVISIONS For the April 26, 2019 and June 14, 2019 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 Jan. 1, 2014 80274 2 ❑ Aggregate Subgrade Improvement April 1, 2012 April 1, 2016 80192 3 ❑ Automated Flagger Assistance Device Jan. 1, 2008 80173 4 ❑ Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80241 5 ❑ Bridge Demolition Debris July 1, 2009 50261 6 ❑ Building Removal-Case I (Non-Friable and Friable Asbestos) Sept. 1, 1990 April 1, 2010 50481 7 ❑ Building Removal-Case 11 (Non-Friable Asbestos) Sept. 1, 1990 April 1, 2010 50491 8 ❑ Building Removal-Case III (Friable Asbestos) Sept. 1, 1990 April 1, 2010 50531 9 ❑ Building Removal-Case IV(No Asbestos) Sept. 1, 1990 April 1, 2010 80404 10 ❑ Coarse Aggregate Quality for Micro-Surfacing and Cape Seals Jan. 1, 2019 i 80384 11 ❑✓ _Compensable Delay Costs 'mm" _ June 2 2017 Apnl 1, 2019 80198 12 �❑ Completion Date (via calendar days) April 1, 2008 80199 13 ❑ Completion Date (via calendar days) Plus Working Days April 1, 2008 80293 14 ❑ Concrete Box Culverts with Skews> 30 Degrees and April 1, 2012 July 1, 2016 Design Fills <_ 5 Feet 80311 15 ❑ Concrete End Sections for Pipe Culverts Jan. 1, 2013 April 1, 2016 80277 16 ❑ Concrete Mix Design-Department Provided Jan. 1, 2012 April 1, 2016 80261 17 ❑ Construction Air Quality-Diesel Retrofit June 1, 2010 Nov. 1, 2014 80387 18 ❑ Contrast Preformed Plastic Pavement Marking Nov. 1, 2017 i 880029 0402 19 ❑✓ _ Disposal Fees:Business Enterprise Participation _ Sept 1, 2000 March 2 2019 j Nov. 1, 2018 80378 21 ❑ Dowel Bar Inserter Jan. 1, 2017 Jan. 1, 2018 80405 22 ❑ Elastomeric Bearings Jan. 1, 2019 80388 23 ❑✓ Equipment Parking and Storage Nov. 1, 2017 80229 24 ❑ Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80304 25 ❑ Grooving for Recessed Pavement Markings Nov. 1, 2012 Nov. 1, 2017 80246 26 ❑✓ Hot-Mix Asphalt-Density Testing of Longitudinal Joints Jan. 1, 2010 Aug. 1, 2018 80398 27 ❑ Hot-Mix Asphalt-Longitudinal Joint Sealant Aug. 1, 2018 Jan. 1, 2019 80406 28 ❑ Hot-Mix Asphalt-Mixture Design Verification and Production Jan. 1, 2019 (Modified for I-FIT Projects) 80399 29 ❑✓ Hot-Mix Asphalt-Oscillatory Roller Aug. 1, 2018 Nov. 1, 2018 80347 30 ❑ Hot-Mix Asphalt-Pay for Performance Using Percent Nov. 1, 2014 Aug. 1, 2018 Within Limits-Jobsite Sampling 80383 31 ❑ Hot-Mix Asphalt-Quality Control for Performance April 1,2017 Jan. 1, 2019 80376 32 ❑✓ Hot-Mix Asphalt-Tack Coat Nov. 1, 2016 80392 33 ❑✓ Lights on Barricades Jan. 1, 2018 80336 34 F-1 Joint and Crack Patching_ _ _ April 1, 2014 _ _April 1, 2016 ,* 80411 35 ❑ ° Luminaires,LED April 1, 2019 " 1 80393 36 ❑ m.Manholes,Valve Vaults, and Flat Slab Tops _ Jan, 1, 201:8 March 1 2019 80400 37 ❑ Mast Arm Assembly and Pole Aug. 1, 2018 80045 38 ❑ Material Transfer Device June 15, 1999 Aug. 1, 2014 80394 39 ❑ Metal Flared End Section for Pipe Culverts Jan. 1, 2018 April 1, 2018 80165 40 ❑ Moisture Cured Urethane Paint System Nov. 1, 2006 Jan. 1, 2010 80349 41 ❑ Pavement Marking Blackout Tape Nov. 1, 2014 April 1, 2016 80371 42 ❑ Pavement Marking Removal July 1, 2016 80390 43 ❑✓ Payments to Subcontractors Nov. 2, 2017 80389 44 ❑ Portland Cement Concrete Nov. 1, 2017 80359 45 ❑ Portland Cement Concrete Bridge Deck Curing April 1, 2015 Nov. 1, 2017 City of Canton Section 19-00000-01-GM Fulton County 80300 46 ❑ Preformed Plastic Pavement Marking Type D - Inlaid April 1, 2012 April 1, 2016 80328 47 ❑ Progress Payments Nov. 2, 2013 34261 48 ❑ Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2006 80157 49 ❑ Railroad Protective Liability Insurance (5 and 10) Jan. 1, 2006 80306 50 ❑✓ Reclaimed Asphalt Pavement(RAP) and Reclaimed Nov. 1, 2012 Jan. 1, 2019 Asphalt Shingles (RAS) 80407 51 ❑✓ Removal and Disposal of Regulated Substances Jan. 1, 2019 80395 52 ❑ Sloped Metal End Section for Pipe Culverts Jan. 1, 2018 80340 53 ❑ Speed Display Trailer April 2, 2014 Jan. 1, 2017 80127 54 ❑ Steel Cost Adjustment April 2, 2004 Aug. 1, 2017 80408 55 ❑ Steel Plate Beam Guardrail Manufacturing Jan. 1, 2019 80397 56 ❑✓r. Subcontractor and DBE Payment ReportingApril 2 2018 _. $i)3917 ❑✓ T Subcontractor Mobilization Payments _ _ Novm2,2017 April 1 2019 ' 80317 58 ❑ Surface Testing of Hot-Mix Asphalt Overlays Jan. 1, 2013 April 1, 2016 80298 59 ❑ Temporary Pavement Marking April 1, 2012 April 1, 2017 20338 60 ❑ Training Special Provisions Oct. 15,1975 80403 61 ❑ Traffic Barrier Terminal, Type 1 Special Nov. 1, 2018 80409 62 ❑✓ Traffic Control Devices -Cones Jan. 1, 2019 80410 63 ❑ Traffic Spotters Jan. 1, 2019 80318 64 ❑ Traversable Pipe Grate for Concrete End Sections Jan. 1, 2013 Jan. 1, 2018 80288 65 ❑✓ Warm Mix Asphalt Jan. 1, 2012 April 1, 2016 80302 66 ❑ Weekly DBE Trucking Reports June 2, 2012 April 2, 2015 80071 67 ❑✓ Working Days Jan. 1, 2002 The following special provisions are in the 2019 Supplemental Specifications and Recurring Special Provisions. File Name Special Provision Title New Location(s) Effective Revised 80382 Adjusting Frames and Grates Articles 602.02(s) and (t), 1043.04, April 1, 2017 and 1043.05 80366 Butt Joints Article 406.08(c) July 1, 2016 80386 Calcium Aluminate Cement for Class PP-5 Article 1001.01(e) Nov. 1, 2017 Concrete Patching 80396 Class A and B Patching Articles 442.06(a)(1) and (2) Jan. 1, 2018 Nov. 1, 2018 80377 Portable Changeable Message Signs Articles 701.20(h) and 1106.02(i) Nov. 1, 2016 April 1, 2017 80385 Portland Cement Concrete Sidewalk Article 424.12 Aug. 1, 2017 The following special provision has been deleted from use. File Name Special Provision Title Effective Revised 80401 Portland Cement Concrete Pavement Connector for Bridge Approach Slab Aug. 1, 2018 The following special provisions require additional information from the designer. The additional information needs to be submitted as a separate document. The Project Coordination and Implementation section will then include the information in the applicable special provision. • Bridge Demolition Debris 0 Building Removal-Case IV 0 Material Transfer Device • Building Removal-Case 1 0 Completion Date a 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 City of Canton Section 19-00000-01-GM Fulton County Index of Sheets Description Page No. Description of Work 1 Prosecution and Progress 1 Traffic Control Plan 1 Hot-Mix Asphalt Surface Course, Mix D, N50 2 Other Pavement Edge Transitions 2 Hot-Mix Asphalt Surface Removal 2" 3 Compensable Delay Costs BDE) 5 Disposal Fees (BDE) 9 Equipment Parking and Storage (BDE) 11 Hot-Mix Asphalt— Density Testing of Longitudinal Joints (BDE) 12 Hot-Mix Asphalt—Oscillatory Roller (BDE) 14 Hot-Mix Asphalt—Tack Coat (BDE) 16 Lights on Barricades (BDE) 17 Payments to Subcontractors (BDE) 19 Reclaimed Asphalt Pavement and. Reclaimed Asphalt Shingles (BDE) 20 Removal and Disposal of Regulated Substances (BDE) 30 Subcontractor and DBE Payment Reporting (BDE) 42 Subcontractor Mobilization Payments (BDE) 43 Traffic Control Devices — Cones (BDE) 44 Warm Mix Asphalt (BDE) 45 Working Days (BDE) 47 Insurance 48 Prevailing Wage Rates 49 City of Canton Section 19-00000-01-GM Fulton County CITY OF CANTON SPECIAL PROVISION 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 for bids, and the Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included herein which apply to and govern the construction of City of Canton, Section 19-00000-01-GM in Fulton County and in case of conflict with any part or parts of said Specifications, the said Special Provisions shall take precedence and shall govern. DESCRIPTION OF WORK This work shall consist of HMA Surface Removal, placement of HMA surface course and other collateral work as necessary to complete the project on various locations in the City of Canton in Fulton County, IL. PROSECUTION AND PROGRESS All work shall be completed by December 31, 2019. TRAFFIC CONTROL PLAN Traffic control shall be in accordance with the applicable sections of the "Standard Specifications for Road and Bridge Construction," the applicable guidelines contained in the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways," these Special Provisions, and any special details and Highway Standards contained herein and in the plans. Special attention is called to Section 701 and Articles 107.09 and 107.14 of the "Standard Specifications for Road and Bridge Construction" and the following Highway Standards relating to traffic control: 701001 701006 701201 701301 701306 701311 701501 701901 Special attention is called to Section 1106 of the Standard Specifications. The Contractor will take care of any notification to affected property owners. All traffic control required shall be considered incidental to the contract and will not be paid for separately. 1 City of Canton Section 19-00000-01-GM Fulton County HOT-MIX ASPHALT SURFACE COURSE, MIX D, N50 This item consists of the furnishing, transportation and placement of hot-mix asphalt mixture in accordance with Section 406 of the Standard Specifications and as modified herein. The total thickness will be 2". Materials placed within the radius returns or butt joints will be included in the contract unit price per ton for HOT-MIX ASPHALT SURFACE COURSE, MIXTURE D, N50 and no additional compensation will be allowed. The following mixture requirements are applicable for this project. Mixture Use(s) Surface Course AC/PG: PG 64-22 Design Air Voids: 4.0% @N = 50 Mixture Composition: IL 9.5 (Gradation Mixture) Friction Aggregate: Mixture D Quality Management Program QCQA Note: 1) Individual lift thickness of each mix type will be no less than 3 times nominal maximum aggregate size and no more than 6 times nominal-maximum aggregate size, unless otherwise approved by the Engineer. 2) For design purposes, mixture weight for all mixes is determined to be 112.0 lbs/s.y./in., unless otherwise noted. HMA quantity has been increased by 3% over theoretical quantity. 3) Sublot sizes for PFP and QCP mixes will be 1000 tons, unless otherwise agreed to by the Engineer and paving contractor. This work will be paid for at the contract unit price per ton for HOT-MIX ASPHALT SURFACE COURSE, MIXTURE D, N50 which shall include all labor, equipment and materials to complete the work. OTHER PAVEMENT EDGE TRANSITIONS Pavement edge transitions are required at sideroads, curb and gutter, curbs, inlets, driveways, etc. as needed. Pavement edge transitions shall be considered incidental to Hot-Mix Asphalt Surface Course, Mix D, N50 and no additional compensation will be allowed. 2 City of Canton Section 19-00000-01-GM Fulton County HOT-MIX ASPHALT SURFACE REMOVAL 2" The locations of the surface removal are shown on the drawings included later in this proposal. The cold milled salvaged aggregate resulting from this operation shall be the property of the City of Canton. The contractor shall deliver the millings to the City's lot at 4th Avenue and Maple Street (former IH Site) and store it as directed by the City. The Contractor shall coordinate with the City of Canton's Street Department Superintendent Ron Robinson prior to delivery. He can be reached at (309) 647-5022 or rrobinson(a)-a) . If the milling depth is intended to expose the original concrete pavement, then additional hand or machine work may be necessary to remove any remaining veneer of bituminous pavement which may be left in place behind the milling machine. Such work will be at the direction of the Engineer and at no extra cost to the CITY. .Cleanup: After cold milling a traffic lane and before opening the lane to traffic, the pavement shall be swept by a (a) self-propelled street sweeper with power vacuum capability or (b) mechanical broom to prevent compaction of the cuttings onto the pavement. All loose material shall be removed from the roadway. Before the prime coat is placed, the pavement shall be cleaned of all foreign material to the satisfaction of the Engineer. Method of Measurement (a) Contract Quantities. The requirements for the use of Contract Quantities shall be Article 202.07(a) of the Standard Specifications. (b) Measured Quantities. Cold milling and planing will be measured and the area computed in square yards of surface. Areas not milled (shadow areas) due to rutting in the existing pavement surface will be included in the area measured.-for payment. Removal of occasional concrete patches in the surface to the required depth shall be accomplished identically to the removal of the bituminous surface, and these areas shall be included in the unit cost bid per square yard for HOT-MIX ASPHALT SURFACE REMOVAL of the depth indicated. Butt Joints removed will be included in. the area measured for payment and will not be paid for separately. 3 City of Canton Section 19-00000-01-GM Fulton County Basis of Payment Transporting salvage milled material to the City's stock pile shall be incidental to the contract unit price per square yard for HOT-MIX ASPHALT SURFACE REMOVAL of the depth indicated. This work will be paid in accordance with Article 440.08. 4- City of Canton Section 19-00000-01-GM Fulton County COMPENSABLE DELAY COSTS (BDE) 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 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 shutdown 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 which are defined as follows. (1) Minor Delay. A minor delay occurs when the work in conflict with the utility in an unanticipated location is completely stopped for more than two hours, but not to 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 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." 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 made as follows. (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. 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). (2) Major Delay. Labor will be the same as for a minor delay. 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 5 City of Canton Section 19-00000-01-GM Fulton County Contractor's yard or another job and the cost to re-mobilize, whichever is less. 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 labor 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." Revise Article 108.04(b) of the Standard Specifications to read: "(b) No working day will be charged under the following conditions. (1) When adverse weather prevents work on the controlling item. (2) When job conditions due to recent weather prevent work on the controlling item. (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. (4) When delays caused by utility or railroad adjustments prevent work on the controlling item. (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 due to any fault of the Contractor. (6) When any condition over which the Contractor has no control prevents work on the controlling item." Revise Article 109.09(f) of the Standard Specifications to read: "(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 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 6 City of Canton Section 19-00000-01-GM Fulton County 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 One Project Manager, Over$25,000,000 - One Project Superintendent, t up to $50,000,000 One Engineer, and 7 City of Canton Section 19-00000-01-GM Fulton County i 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 8 City of Canton Section 19-00000-01-GM Fulton County DISPOSAL FEES (BDE) Effective: November 1, 2018 Replace Articles 109.04(b)(5)— 109.04(b)(8) of the Standard Specifications with the following: "(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 add itional'alIowan ce will be made for general superintendence, the use of small tools, or other costs for which no specific allowance is herein provided. (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. 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. 9 City of Canton Section 19-00000-01-GM Fulton County (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." 80402 10 City of Canton Section 19-00000-01-GM Fulton County EQUIPMENT PARKING AND STORAGE (BDE) Effective: November 1, 2017 Replace the first paragraph of Article 701.11 of the Standard Specifications with the following. "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. (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." 80388 11 City of Canton Section 19-00000-01-GM Fulton County HOT-MIX ASPHALT- DENSITY TESTING OF LONGITUDINAL JOINTS (BDE) Effective: January 1, 2010 Revised: August 1, 2018 Description. This work shall consist of testing the density of longitudinal joints as part of the quality control/quality assurance (QC/QA) of hot-mix asphalt (HMA). Work shall be according to Section 1030 of the Standard Specifications except as follows. Quality Control/Quality Assurance (QC/QA). Delete the second and third sentence of the third paragraph,of Article 1030.05(d)(3) of the Standard Specifications. Add the following paragraphs to the end of Article 1030.05(d)(3) of the Standard Specifications: "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 (3m) 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 Density Control Limits table in Article 1030.05(d)(4) of the Standard Specifications to read: "Mixture Parameter Individual Test Unconfined Edge Composition (includes confined Joint Density edges) Minimum IL-4.75 Ndesi n = 50 93.0 —97.4% 91.0% IL-9.5 Ndesi n = 90 92.0 -96.0% 90.0% IL-9.5,IL-9.5L Ndesi n < 90 92.5-97.4% 90.0% IL-19.0 Ndesi n = 90 93.0-96.0% 90.0% IL-19.0, IL-19.OL Ndesi n < 90 93.02/- 97.4% 90.0% 12 City of Canton Section 19-00000-01-GM Fulton County SMA Ndesign = 50 & 80 93.5 - 97.4% 91.0%" 80246 13 City of Canton Section 19-00000-01-GM Fulton County HOT-MIX ASPHALT— OSCILLATORY ROLLER (BDE) Effective: August 1, 2018 Revised: November 1, 2018 Add the following to Article 406.03 of the Standard Specifications: «(�) Oscillatory Roller ................................................................................................1101.01,, 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) Level Binder: P 3/ - - VS, P 3/, Te, TF, To the (When the density 3W, OT satisfaction of requirements of the Engineer. Article 406.05(c) do not apply.) Binder and Surface Vo, P 3/, TB, 3W, P 31, OT, OB VS, Te, TF,OT As specified in Level Binder '/: OT, OB Articles: (When the density 1030.05(d)(3), requirements of (d)(4), and Article 406.05(c) (d)(7). apply) IL-4.75 and SMA 415/ TB, 3W, OT - - TF, 3W, OT Bridge Decks TB - - TF As specified in Articles 582.05 and 582.06. 3/ A vibratory roller (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: "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)." 14 City of Canton Section 19-00000-01-GM Fulton County 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)48 in. (1200 mm); (2) The minimum length of the drum(s) shall be 57 in. (1480 mm)66 in. (1650 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)."; and (5) Self-adjusting eccentrics, and reversible eccentrics on non-driven drum(s)." 80399 15 City of Canton Section 19-00000-01-GM Fulton County HOT-MIX ASPHALT —TACK COAT (BDE) Effective: November 1, 2016 Revise Article 1032.06(a) of the Standard Specifications to read: "(a) Anionic Emulsified Asphalt. Anionic emulsified asphalts shall be according to AASHTO M 140. SS-1h emulsions used as a tack coat shall have the cement mixing test waived." 80376 16 City of Canton Section 19-00000-01-GM Fulton County LIGHTS ON BARRICADES (BDE) Effective: January 1, 2018 Revise Article 701.16 of the Standard Specifications to read: "701.16 Lights. Lights shall be used on devices as required in the plans, the traffic control plan, and the following table. Circumstance Lights Required Daylight operations None First two warning signs on each approach to the work involving a nighttime lane Flashing mono-directional lights closure and"ROUGH GROOVED SURFACE" (W8-1107) signs Devices delineating isolated obstacles, excavations,or hazards at night Flashing bi-directional lights (Does not apply.to patching) Devices delineating obstacles, excavations,or hazards exceeding 100 ft(30 m)in length at night Steady burn bi-directional lights (Does not apply to widening) Channelizing devices for nighttime lane None closures on two-lane roads Channelizing devices for nighttime lane None closures on multi-lane roads Channelizing devices for nighttime lane closures on multi-lane roads separating None opposing directions of traffic Channelizing devices for nighttime along Steady bum mono-directional lights lane shifts on multilane roads Channelizing devices for night time along Steady bum bi-directional lights lane shifts on two lane roads Devices in nighttime lane closure tapers Steady bum bi-directional lights on Standards 701316 and 701321 Devices in nighttime lane"closure tapers Steady bum mono-directional lights Devices delineating a widening trench None Devices delineating patches at night on None roadways with an ADT less than 25,000 F evices delineating patches at night on None adways with an ADT of 25,000 or more Batteries for the lights shall be replaced on a group basis at such times as may be specified by the Engineer." Delete the fourth sentence of the first paragraph of Article 701.17(c)(2) of the Standard Specifications. Revise the first paragraph of Article 603.07 of the Standard Specifications to read: 17 City of Canton Section 19-00000-01-GM Fulton County "603.07 Protection Under Traffic. After the casting has been adjusted and Class Sl concrete has been placed, the work shall be protected by a barricade for at least 72 hours." 80392 18 City of Canton Section 19-00000-01-GM Fulton County PAYMENTS TO SUBCONTRACTORS (BDE) Effective: November 2, 2017 Add the following to the end of the fourth paragraph of Article 109.11 of the Standard Specifications: "If reasonable cause is asserted, written notice shall be provided to the applicable subcontractor and/or material supplier and the Engineer within five days of the Contractor receiving payment. The written notice shall identify the contract number, the subcontract or material purchase agreement, a detailed reason for refusal, the value of payment being withheld, and the specific remedial actions required of the subcontractor and/or material supplier so that payment can be made." 80390 19 City of Canton Section 19-00000-01-GM Fulton County RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT SHINGLES (BDE) Effective: November 1, 2012 Revise: January 1, 2019 Revise Section 1031 of the Standard Specifications to read: "SECTION 1031. RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT SHINGLES 1031.01 Description. Reclaimed asphalt pavement and reclaimed asphalt shingles shall be according to the following. (a) Reclaimed Asphalt Pavement (RAP). RAP is the material produced by cold milling or crushing an existing hot-mix asphalt (HMA) pavement. The Contractor shall supply written documentation that the RAP originated from routes,or airfields under federal, state, or local agency jurisdiction. (b) Reclaimed Asphalt Shingles (RAS). Reclaimed asphalt shingles (RAS). RAS is from the processing and grinding of preconsumer or post-consumer shingles. RAS shall be a clean and uniform material with a maximum of 0.5 percent unacceptable material, as defined in Central Bureau of Materials Policy Memorandum, "Reclaimed Asphalt Shingle (RAS) Sources", by weight of RAS. All RAS used shall come from a Central Bureau of Materials ,approved processing facility where it shall be ground and processed to 100 percent passing the 3/8 in. (9.5 mm) sieve and 93 percent passing the#4 (4.75 mm) sieve based on a dry shake gradation. RAS shall be uniform in gradation and asphalt binder content and 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. No additional RAP shall be added to the pile after the pile has been sealed. Stockpiles shall be sufficiently separated to prevent intermingling at the base. Stockpiles shall be identified by signs indicating the type as listed below (i.e. "Homogeneous Surface"). Prior to milling, the Contractor shall request the District provide documentation on the quality of the RAP to clarify the appropriate stockpile. 20 City of Canton Section 19-00000-01-GM Fulton County (1) Fractionated RAP (FRAP). FRAP shall consist of RAP from Class I, HMA (High and Low ESAL) 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 fractionated prior to testing by screening into a minimum of two size 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 shall pass the sieve size specified below for the mix into which the FRAP will be incorporated. Mixture FRAP will be used in: Sieve Size that 100 % of FRAP Shall Pass IL-19.0 1 1/2 in. 40 mm IL-9.5 3/4 in. 20 mm IL-4.75 1/2 in. 13 mm (2) Homogeneous. Homogeneous RAP stockpiles shall consist of RAP from Class I, HMA (High and Low ESAL) mixtures and represent: 1) the same aggregate quality, but shall be at least C quality; 2)the same type of crushed aggregate (either crushed natural aggregate, ACBF slag, or steel slag); 3) similar gradation; and 4) similar asphalt binder content. If approved by the Engineer, combined single pass surface/binder millings may be considered "homogeneous" with a quality rating dictated by the lowest coarse aggregate quality present in the mixture. (3) Conglomerate. Conglomerate RAP stockpiles shall consist of RAP from Class I, HMA (High and Low ESAL) 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 prior to testing by crushing to where all RAP shall pass the 5/8 in. (16 mm) or smaller screen. 'Conglomerate RAP stockpiles shall not contain steel slag. (4) Non-Quality. RAP stockpiles that do not meet the requirements of the stockpile categories listed above shall be classified.as "Non-Quality". RAP/FRAP containing contaminants, such as earth, brick, sand, concrete, sheet asphalt, bituminous surface treatment (i.e. chip seal), pavement fabric, joint sealants, etc., will be unacceptable unless the contaminants are removed to the satisfaction of the Engineer. Sheet asphalt shall be stockpiled separately. (b) RAS Stockpiles. Type-1 and Type 2 RAS shall be stockpiled separately and shall not be intermingled. Each stockpile shall be signed indicating what type of RAS is present. Unless otherwise specified by the Engineer, mechanically blending manufactured sand (FM 20 or FM 22) up to an equal weight of RAS with the processed RAS will be permitted' to improve workability. The sand shall be "B Quality" or better from an 21 City of Canton Section 19-00000-01-GM Fulton County approved Aggregate Gradation Control System source. The sand shall be accounted for in the mix design and during HMA production. Records identifying the shingle processing facility supplying the RAS, RAS type, and-lot number shall be maintained by project contract number and kept for a minimum of three years. 10.31.03 Testing. RAP/FRAP and RAS testing shall be according to the following. (a) RAP/FRAP Testing. When used in HMA, the RAP/FRAP shall be sampled and tested either during or after stockpiling. (1) During Stockpiling. For testing during stockpiling, washed extraction samples shall be run at the minimum frequency of one sample per 500 tons (450 metric tons) for the first 2000 tons (1800 metric tons) and one sample per 2000 tons (1800 metric tons) thereafter. A minimum of five tests shall be required for stockpiles less than 4000 tons (3600 metric tons). (2) 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. Each sample shall be split to obtain two equal 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. or RAS blended with manufactured sand shall be sampled and tested during stockpiling according to Central Bureau of Materials Policy Memorandum, "Reclaimed Asphalt Shingle (RAS) Source". Samples shall be collected during stockpiling 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 250 tons (225 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 or RAS blended with manufactured sand shall be stockpiled 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. Before testing, each sample shall be split to obtain two test samples. One of the two test samples from the final split shall be labeled and stored for Department use. The 22 City of Canton Section 19-00000-01-GM Fulton County Contractor shall perform a washed extraction and test for unacceptable materials on 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. If the sampling and testing was performed at the shingle processing facility in accordance with the QC Plan, the Contractor shall obtain and make available all of the test results from start of the initial stockpile. 1031.04 Evaluation of Tests. Evaluation of test results shall be according to the following. (a) Evaluation of RAP/FRAP Test Results. All of the extraction results shall be compiled and averaged for asphalt binder content and gradation, and when applicable Gmm. Individual extraction test results, when compared to the averages, will be accepted if within the tolerances listed below. Parameter FRAP/Homogeneous/ Conglomerate 1 in. 25 mm 1/2 in. (12.5 mm) ± 8 % No. 4 (4.75 mm) ± 6 % No. 8 (2.36 mm) ± 5 % No. 16 1.18 mm No. 30 (600 Nm) ± 5 % No. 200 (75 pm) ± 2.0 % Asphalt Binder ± 0.4 % '� GMM ± 0.03 1/ The tolerance for FRAP shall be ± 0.3 %. If more than 20 percent of the individual sieves and/or asphalt binder content tests are out of the above tolerances, the RAP/FRAP shall not be used in HMA unless the RAP/FRAP representing the failing tests is removed from the stockpile. All test data and acceptance ranges shall be sent to the District for evaluation. 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) (b) Evaluation of RAS and RAS Blended with Manufactured Sand 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. Individual test results, when compared to the averages, will be accepted if within the tolerances listed below. Parameter RAS No. 8 2.36 mm ± 5 % 23 City of Canton Section 19-00000-01-GM Fulton County No. 16 1.18 mm ± 5 % No. 30 600 m ± 4 % No. 200 75 m ± 2.0 % Asphalt Binder Content ± 1.5 % If more than 20 percent of the individual sieves and/or asphalt binder content tests are out of the above tolerances, or if the percent unacceptable material exceeds 0.5 percent by weight of material retained on the # 4 (4.75 mm) sieve, the RAS or RAS blend shall not be used in Department projects. All test data and acceptance ranges shall be sent to the District for evaluation. 1031.05 Quality Designation of Aggregate in RAP/FRAP. (a) RAP. The aggregate quality of the RAP for homogeneous and conglomerate stockpiles shall be set by the lowest quality of coarse aggregate in the RAP stockpile and are designated as follows. (1) RAP from Class I, Superpave/HMA (High ESAL), or (Low ESAL) IL-9.51- surface mixtures are designated as containing Class B quality coarse aggregate. (2) RAP from Class I binder, Superpave/HMA (High ESAL) binder, or (Low ESAL) IL-19.01- binder mixtures are designated as containing Class C 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. Coarse and fine FRAP stockpiles containing plus #4 (4.75 mm) sieve coarse aggregate shall have a maximum tonnage of 5000 tons (4500 metric tons). The Contractor shall obtain a representative sample witnessed by the Engineer. The sample shall be a minimum of 50 Ib (25 kg). The sample shall be extracted according to Illinois Modified AASHTO T 164 by a consultant laboratory prequalified by the Department for the specified testing. The consultant laboratory shall submit the test results along with the recovered aggregate to the District Office. The cost for this testing shall be paid by the Contractor. The District will forward the sample to the Central Bureau of Materials Aggregate Lab for MicroDeval Testing, according to ITP 327. A maximum loss of. 15.0 percent will be applied for all HMA applications. 1031.06 Use of RAP/FRAP and/or RAS in HMA. The use of RAP/FRAP and/or RAS shall be the Contractor's option when constructing HMA in all contracts. (a) RAP/FRAP. The use of RAP/FRAP in-HMA shall be as follows. (1) Coarse Aggregate Size. The coarse aggregate in all RAP shall be equal to or less than the nominal maximum size requirement for the HMA mixture to be.produced. 24 City of Canton Section 19-00000-01-GM Fulton County (2) Steel Slag Stockpiles. Homogeneous RAP stockpiles containing steel slag will be approved for use in all HMA (High ESAL and Low ESAL) Surface and Binder Mixture applications. (3) Use in HMA Surface Mixtures (High and Low ESAL). RAP/FRAP stockpiles for use in HMA surface mixtures (High and Low ESAL) shall be FRAP or homogeneous in which the coarse aggregate is Class B quality or better. FRAP from Conglomerate stockpiles shall be considered equivalent to limestone for frictional considerations. Known frictional contributions from plus #4 (4.75 mm) homogeneous FRAP stockpiles will be accounted for in meeting frictional requirements in the specified mixture. (4) Use in HMA Binder Mixtures (High and Low ESAL), HMA Base Course, and HMA Base Course Widening. RAP/FRAP stockpiles for use in HMA binder mixtures (High and Low ESAL), HMA base course, and HMA base course widening shall be FRAP, homogeneous, or conglomerate, in which the coarse aggregate is Class C quality or better. (5) Use in Shoulders and Subbase. RAP/FRAP stockpiles for use in HMA shoulders and stabilized subbase (HMA) shall be FRAP, homogeneous, or conglomerate. (6) When the Contractor chooses the RAP option, the percentage of RAP shall not exceed the amounts indicated in Article 1031.06(c)(1) below for a given Ndesign. (b) RAS. RAS meeting Type 1 or Type 2 requirements will be permitted in -all HMA applications as specified herein. (c) RAP/FRAP and/or RAS Usage Limits. Type 1 or Type 2 RAS may be used alone or in conjunction with RAP or FRAP in HMA mixtures up to a maximum of 5.0 percent by weight of the total mix. (1) RAP/RAS. When RAP is used alone or RAP is used in conjunction with RAS, the percentage of virgin asphalt binder replacement shall. not exceed the amounts listed in the Max RAP/RAS ABR table listed below for the given Ndesign. RAP/RAS Maximum Asphalt Binder Replacement (ABR) Percentage HMA Mixtures RAP/RAS Maximum ABR % 1/,2/ Ndesign Binder/Leveling- Surface Polymer Modified Binder 30 30 30 10 50 25 15 10 70 15 10 10 90 10 10 10 25 City of Canton Section 19-00000-01-GM Fulton County 1/ For Low ESAL HMA shoulder and stabilized subbase, the RAP/RAS ABR shall not exceed 50 percent of the mixture. 2/ When RAP/RAS ABR exceeds 20 percent, the high and low virgin asphalt binder grades shall each be reduced by one grade (i.e. 25 percent ABR would require a virgin asphalt binder grade of PG 64-22 to be reduced to a PG 58-28). If warm mix asphalt (WMA) technology is utilized and production temperatures do not exceed 275 OF (135 °C), the high and low virgin asphalt binder grades shall each be reduced by one grade when RAP/RAS ABR exceeds 25 percent (i:e. 26 percent RAP/RAS ABR would require a virgin asphalt binder grade of PG 64-22 to be reduced to a PG 58-28). (2) FRAP/RAS. When FRAP is used alone or FRAP is used in conjunction with RAS, the percentage of virgin asphalt binder replacement shall not exceed the amounts listed in the FRAP/RAS table listed below for the given Ndesign. FRAP/RAS Maximum Asphalt Binder Replacement (ABR) Percentage HMA Mixtures FRAP/RAS Maximum ABR % 1/,21 Ndesign Binder/Lev ling Binder Surface Pol mer Modified w/o [-FIT with I-FIT w/o [-FIT with I-FIT w/o I-FIT with [-FIT 30 50 55 40 45 10 15 50 40 45 35 40 10 15 70 40 45 30 35 10 15 90 40 45 30 35 10 15 SMA -- -- -- -- 20 25 IL-4.75 -- -- -- -- 30 35 1/ For Low ESAL HMA shoulder and stabilized subbase, the FRAP/RAS ABR shall not exceed 50 percent of the mixture. 2/ When FRAP/RAS ABR exceeds 20 percent for all mixes, the high and low virgin asphalt binder grades shall each be reduced, by one grade (i.e. 25 percent ABR would require a virgin asphalt binder grade of PG 64-22 to be reduced to a PG 58-28). If warm mix asphalt (WMA) technology is utilized and production temperatures do not exceed 275 OF (135 °C), the high and low virgin asphalt binder grades shall each be reduced by one grade when FRAP/RAS ABR exceeds 25 percent (i.e. 26 percent ABR would require a virgin asphalt binder grade of PG 64-22 to be reduced to a PG 58-28). 1031.07 HMA Mix Designs. At the Contractor's option, HMA mixtures may be constructed utilizing RAP/FRAP and/or RAS material meeting the detailed requirements specified herein. 26 City of Canton Section 19-00000-01-GM Fulton County (a) RAP/FRAP and/or RAS. RAP/FRAP and/or RAS mix designs shall be submitted for verification. If additional RAP/FRAP and/or RAS stockpiles are tested and found that no more than 20 percent of the results, as defined under "Testing" herein, are outside of the control tolerances set for the original RAP/FRAP and/or RAS stockpile and HMA mix design, and meets all of the requirements herein, the additional RAP/FRAP and/or RAS stockpiles may be used in the original mix design at the percent previously verified. (b) RAS. Type 1 and Type 2 RAS are not interchangeable in a mix design. The RAP, FRAP, and RAS stone bulk specific gravities (Gsb) shall be according to the "Determination of Aggregate Bulk (Dry) Specific Gravity (Gsb) of Reclaimed Asphalt 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 RAP/FRAP and/or RAS shall be as follows. (a) RAP/FRAP. The coarse aggregate in all RAP/FRAP used shall be equal to or less than the nominal maximum size requirement for the HMA mixture being produced. To remove or reduce agglomerated material, a scalping screen, gator, crushing unit, or comparable sizing device approved by the Engineer shall be used in the RAP- feed system to remove or reduce oversized material. If the RAP/FRAP control tolerances or QC/QA test results require corrective action, the Contractor shall cease production of the mixture containing RAP/FRAP and either switch to the virgin aggregate design or submit a new RAP/FRAP design. (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 ± 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) RAP/FRAP and/or RAS. HMA plants utilizing RAP/FRAP and/or RAS shall be capable of automatically recording and printing the following information. (1) Dryer Drum Plants. a. Date, month, year, and time to the nearest minute for each print. b. HMA mix number assigned by the Department. 27 City of Canton Section 19-00000-01-GM Fulton County c. Accumulated weight of dry aggregate (combined or individual) in tons (metric tons) to the nearest 0.1 ton (0.1 metric ton). d. Accumulated dry weight of RAP/FRAP/RAS in tons (metric tons) to the nearest 0.1 ton (0.1 metric ton). e. Accumulated mineral filler in revolutions, tons (metric tons), etc. to the nearest 0.1 unit. f. Accumulated asphalt binder in gallons (liters), tons (metric tons), etc. to the nearest 0.1 unit. g. Residual asphalt binder in the RAP/FRAP material as a percent of the total mix to the nearest 0.1 percent. h. Aggregate and RAP/FRAP moisture compensators in percent-as set on the control panel. (Required when accumulated or individual aggregate and RAP/FRAP are printed in wet condition.) (2) Batch Plants. a. Date, month, year, and time to the nearest minute for each print. b. HMA mix number assigned by the Department. c. Individual virgin aggregate hot bin batch weights to the nearest pound (kilogram). d. Mineral filler weight to-the nearest pound (kilogram). e. RAP/FRAP/RAS weight to the nearest pound (kilogram). f. Virgin asphalt binder weight to the nearest pound (kilogram). g. Residual asphalt binder in the RAP/FRAP/RAS material as a percent of the total mix to the nearest 0.1 percent. The printouts shall be maintained in a file at the plant for a minimum of one year or as directed by the Engineer and shall be made available upon request. The printing system will be inspected by the Engineer prior to production and verified at the beginning of each construction season thereafter. 1031.09 RAP in Aggregate Surface Course and Aggregate Wedge Shoulders, Type B. The use of RAP in aggregate surface course (temporary access entrances only) and aggregate wedge shoulders, Type B shall be as follows. 28 City of Canton Section 19-00000-01-GM Fulton County (a) Stockpiles and Testing. RAP stockpiles may be any of those listed in Article 1031.02, except "Non-Quality" and "FRAP". The testing requirements of Article 1031.03 shall not apply. RAP used shall be according to the current Central Bureau of Materials Policy Memorandum, "Reclaimed Asphalt Pavement (RAP) for Aggregate Applications". (b) Gradation. One hundred percent of the RAP material shall pass the 1 1/2 in. (37.5 mm) sieve. The RAP material shall be reasonably well graded from coarse to fine. RAP material that is gap-graded or single sized will not be accepted." 80306 29 City of Canton Section 19-00000-01-GM Fulton County REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE) Effective: January 1, 2019 Revise Section 669 of the Standard Specifications to read: "SECTION 669. REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES 669.01 Description. This work shall consist of the transportation and proper disposal of contaminated soil and groundwater. This work shall also consist of the removal, transportation, and proper disposal of underground storage tanks (UST), their content and associated underground piping to the point where the piping is above the ground, including determining the content types and estimated quantities. 669.02 Equipment. The Contractor shall notify the Engineer of the delivery of all excavation, storage, and transportation equipment to a work area location. The equipment shall comply with OSHA and American Petroleum Institute (API) guidelines and shall be furnished in a clean condition. Clean condition means the equipment does not contain any residual material classified as a non-special waste, non-hazardous special waste, or hazardous waste. Residual materials include, but are not limited to, petroleum products, chemical products, sludges, or any other material present in or on equipment. Before beginning any associated soil or groundwater management activity, the Contractor shall provide the Engineer with the opportunity to visually inspect and approve the equipment. If the equipment contains any contaminated residual material, decontamination shall be performed on the equipment as appropriate to the regulated substance and degree of contamination present according to OSHA and API guidelines. All cleaning fluids used shall be treated as the contaminant unless laboratory testing proves otherwise. 669.03 Pre-construction Submittals. Prior to beginning this work, or working in areas with regulated substances, the Contractor shall submit a Regulated Substance Pre-Construction Plan (RSPCP)to the Engineer for review and approval using form BDE 2730. The form shall be signed by an Illinois licensed Professional Engineer or Professional Geologist. As part of the RSPCP, the qualifications of Contractor(s) or firm(s) performing the following work shall be listed. (a) On-Site Monitoring. Qualification for on-site monitoring of regulated substance work and on-site monitoring of UST removal requires either pre-qualification in Hazardous Waste by the Department or demonstration of acceptable project experience in remediation and special waste operations for contaminated sites in accordance with applicable Federal, State, or local regulatory requirements. Qualification for each individual performing on-site monitoring requires a minimum of one- year of experience in similar activities as those required for the project. 30 City of Canton Section 19-00000-01-GM Fulton County (b) Underground Storage Tank. Qualification for underground storage tank (UST) work requires licensing and certification with the Office of the State Fire Marshall (OSFM) and possession of all permits required to perform the work. A copy of the permit shall be provided to the Engineer prior to tank removal. The qualified Contractor(s) or firm(s) shall also document it does not have any current or former ties with any of the properties contained within, adjoining, or potentially affecting the work. The Engineer will require up to 30 calendar days for review of the RSPCP. The review may involve rejection or revision and resubmittal; in which case, an additional 30 days will be required for each subsequent review. Work shall not commence until the RSPCP has been approved by the Engineer. After approval, the RSPCP shall be revised as necessary to reflect changed conditions in the field. CONSTRUCTION REQUIREMENTS 669.04 Contaminated Soil and/or Groundwater Monitoring. Prior to beginning excavation, the Contractor shall mark the limits of removal for approval by the Engineer. Once excavation begins, the work and work area involving regulated substances shall be monitored by qualified personnel. The qualified personnel shall be on-site continuously during excavation and loading of material containing regulated substances. The qualified personnel shall be equipped with either a photoionization detector(PID) (minimum 10.6eV lamp), or a flame ionization detector (FID), and other equipment, as appropriate, to monitor for potential contaminants associated with volatile organic compounds (VOCs) or semi-volatile organic compounds .(SVOCs). The PID or FID meter shall be calibrated on-site and background level readings taken and recorded daily, and as field and weather conditions change. Any field screen reading on the PID or FID in excess of background levels indicates the potential presence of contaminated material requiring handling as a non-special waste, special waste, or hazardous waste. PID or FID readings may be used as the basis of increasing the limits of removal with the approval of the Engineer but shall in no case be used to decrease the limits. The qualified personnel shall document field activities using form BDE 2732 (Regulated Substances Monitoring Daily Record) including the name(s) of personnel conducting the monitoring, weather conditions, PID or FID calibration records, a list of equipment used on-site, a narrative of activities completed, photo log sheets, manifests and landfill tickets, monitoring results, how regulated substances were managed and other pertinent information. Samples will be collected in accordance with the RSPCP. Samples shall be analyzed for the contaminants of concern (CDCs), including pH, based on the property's land use history, the encountered abnormality and/or the parameters listed in the maximum allowable concentration (MAC) for chemical constituents in uncontaminated soil established pursuant to Subpart F of 35 III. Adm. Code 1100.605. The analytical results shall serve to document the level of contamination. 31 City of Canton Section 19-00000-01-GM Fulton County Samples shall be grab samples (not combined with other locations). The samples shall be taken with decontaminated or disposable instruments. The samples shall be placed in sealed containers and transported in an insulated container to the laboratory. The container shall maintain a temperature of 39 °F (4 °C). All samples shall be clearly labeled. The labels shall indicate the sample number, date sampled, collection location and depth, and any other relevant observations. The laboratory shall use analytical methods which are able to meet the lowest appropriate practical quantitation limits (PQL) or estimated quantitation limit (EQL) specified in "Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods", EPA Publication No. SW-846; "Methods for the Determination of Organic Compounds in Drinking Water", EPA, EMSL, EPA-600/4-88/039; and "Methods for the Determination of-Organic Compounds in Drinking Water, Supplement III", EPA 600/R-95/131, August 1995. For parameters where the specified-cleanup objective is below the acceptable detection limit (ADL), the ADL shall serve as the cleanup objective. For other parameters the ADL shall be equal to or below the specified cleanup objective. 669.05 Contaminated Soil and/or Groundwater Management and Disposal. The management and disposal of contaminated soil and/or groundwater shall be according to the following: (a) Soil Analytical Results Exceed Most Stringent MAC. When the soil analytical results indicate that detected levels exceed the most stringent maximum allowable concentration (MAC) for chemical constituents in uncontaminated soil established pursuant to Subpart F of 35 Illinois Administrative Code 1100.605, the soil shall be managed as follows: (1) When analytical results indicate inorganic chemical constituents exceed the most stringent MAC but they are still considered within area background levels by the Engineer, the excavated soil can be utilized within the construction limits as fill, when suitable. If the soils cannot be utilized within the construction limits, they shall be managed and disposed of off-site as a non-special waste, special waste, or hazardous waste as applicable. (2) When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for a Metropolitan Statistical Area (MSA) County, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as "uncontaminated soil'at a clean construction and demolition debris (CCDD) facility or an uncontaminated soil fill operation (USFO) within an MSA County provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (3) When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for an MSA County excluding Chicago, or the MAC within the Chicago corporate limits, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as "uncontaminated soil' at a CCDD facility or an USFO within an MSA County excluding Chicago or within 32 City of Canton Section 19-00000-01-GM Fulton County the Chicago corporate limits provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (4) When analytical results indicate chemical constituents exceed the most stringent MAC but do not exceed the MAC for an MSA County excluding Chicago, the excavated soil can be utilized within the construction limits as fill, when suitable, or managed and disposed of off-site as."uncontaminated soil' at a CCDD facility or an USFO within an MSA County excluding Chicago provided the pH of the soil is within the range of 6.25 - 9.0, inclusive. (5) When the Engineer determines soil cannot be managed according to Articles 669.05(a)(1) through (a)(4) above, the soil shall be managed and disposed of off-site as a non-special waste, special waste, or hazardous waste as applicable. (b) Soil Analytical Results Do Not Exceed Most Stringent MAC. When the soil analytical results indicate that detected levels do not exceed the most stringent MAC, the excavated soil can be utilized within ,the construction limits or. managed and disposed off-site as "uncontaminated soil" according to Article 202.03. However, the excavated soil cannot be taken to a CCDD facility or an USFO for any of the following reasons. (1) The pH of the soil is less than 6.25 or greater than 9.0. (2) The soil exhibited PID or FID readings in excess of background levels. (c) Soil Analytical Results Exceed Most Stringent MAC but Do Not Exceed Tiered Approach to Corrective Action Objectives (TACO) Residential. When the soil analytical results indicate that detected levels exceed the most stringent MAC but do not exceed TACO Tier 1 Soil Remediation Objectives for Residential Properties pursuant to 35 IAC 742 Appendix B Table A, the excavated soil can be utilized within the right-of-way or managed and disposed off-site as "uncontaminated soil" according to Article 202.03. However, the excavated soil cannot be taken to a CCDD facility or an USFO. (d) Groundwater. When groundwater analytical results indicate the detected levels are above Appendix B, Table E of 35 Illinois Administrative Code 742, the most stringent Tier 1 Groundwater Remediation Objectives for Groundwater Component of the Groundwater Ingestion Route for Class 1 groundwater, the groundwater shall be managed off-site as a special waste. The groundwater shall be containerized and trucked to an off-site treatment facility or may be discharged to a sanitary sewer or combined sewer when permitted by the local.sewer authority. Groundwater discharged to a sewer shall be pre-treated to remove particulates and measured with a calibrated flow meter to comply with applicable discharge limits. A copy of the permit shall be provided to the Engineer prior to discharging groundwater to the sewer. All groundwater encountered within trenches may be managed within the trench and allowed to infiltrate back into the ground. If the groundwater cannot be managed within the trench it must be removed as a special or hazardous waste. The Contractor is 33 City of Canton Section 19-00000-01-GM Fulton County 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 plugs'shall not have any fine aggregate bedding or backfill, but shall be entirely cohesive soil or any class of concrete. The Contractor shall provide test data that the material has a permeability of less than 10-' cm/sec according to ASTM D 5084, Method A or per another test method approved by the Engineer. The Contractor shall use due care when transferring contaminated material from the area of origin to the transporter. Should releases of contaminated material to the environment occur(i.e., spillage onto the ground, etc.), the Contractor shall clean-up spilled material and place in the appropriate storage containers as previously specified. Clean-up shall include, but not be limited to, sampling beneath the material staging area to determine complete removal of the spilled material. The Contractor shall be responsible for transporting and disposing all material classified as a non-special waste, special waste, or hazardous waste from the job site to an appropriately permitted landfill facility. The transporter and the vehicles used for transportation shall comply with all federal, state, and local rules and regulations governing the transportation of non-special waste, special waste, or hazardous waste. All equipment used by the Contractor to haul contaminated material to the landfill facility shall be lined with a 6 mil (150 micron) polyethylene liner and securely covered during transportation. The Contractor shall obtain all documentation including any,permits and/or licenses required to transport the contaminated material to the disposal facility. The Contractor shall provide engineered barriers, when required, and shall include materials sufficient to completely line excavation surfaces, including sloped surfaces, bottoms, and sidewall faces, within the areas designated for protection. The Engineer shall coordinate with the Contractor on the completion of all documentation. The Contractor shall make all arrangements for collection and analysis of landfill acceptance testing. The Contractor shall coordinate for waste disposal approval with the disposal facility. After the Contractor completes these activities and upon receipt of authorization from the Engineer, the Contractor shall initiate the disposal process. The Contractor shall provide the Engineer with all transport-related documentation within two days of transport or receipt of said document(s). The Engineer shall maintain the file for all such documentation. For management of special or hazardous waste, the Contractor shall provide the Engineer with documentation the Contractor (or subcontractor, if a subcontractor is used for transportation) is operating with a valid Illinois special waste transporter permit at least two weeks before transporting the first load of contaminated material. 34 City of Canton Section 19-00000-01-GM Fulton County The Contractor shall schedule and arrange the transport and disposal of each load of contaminated material produced. The Contractor shall make all transport and disposal arrangements so no contaminated material remains, within the project area at the close of business each day. Exceptions to this specification require prior approval from the Engineer within 24 hours of close of business. The Contractor shall be responsible for all other pre- disposal/transport preparations necessary daily to accomplish management activities. Any waste generated as a special or hazardous waste from a non-fixed facility shall be manifested off-site using the Department's county generator number. An authorized representative of the Department shall sign all manifests for the disposal of the contaminated material and confirm the Contractor's transported volume. Any waste generated as a non-special waste may be managed off-site without a manifest, a special waste transporter, or a generator number. The Contractor shall select a landfill mandated.by definition of the contaminant within the State of Illinois. The Department will review and approve or reject the facility proposed by the Contractor to use as a landfill. The Contractor shall verify whether the selected disposal facility is compliant with those applicable standards as mandated by definition of the contaminant and whether the disposal facility is presently, has previously been, or has never been, on the United States Environmental Protection Agency (U.S. EPA) National Priorities List or the Resource Conservation and Recovery Act (RCRA) List of Violating Facilities. The Contractor shall be responsible for coordinating permits with the TEPA. The use of a Contractor selected landfill shall in no manner delay the construction schedule or alter the Contractor's responsibilities as set forth. 669.06 Non-Special Waste Certification. An authorized representative of the Department shall sign and date all non-special waste certifications. The Contractor shall be responsible for providing the Engineer with the required information that will allow the Engineer to certify the waste is not a special waste. (a) Definition. A waste is considered a non-special waste as long as it is not: (1) a potentially infectious medical waste; (2) a hazardous waste as defined in 35 IAC 721; (3) an industrial process waste or pollution control waste that contains liquids, as determined using the paint filter test set forth in subdivision (3)(A) of subsection (m)of 35 IAC 811.107; (4) a regulated asbestos-containing waste material, as defined under the National Emission Standards for Hazardous Air Pollutants in 40 CFR 61.141; (5) a material containing polychlorinated biphenyls (PCB's) regulated pursuant to 40 CFR Part 761; 35 City of Canton Section 19-00000-01-GM Fulton County (6) a material subject to the waste analysis and recordkeeping requirements of 35 IAC 728.107 under land disposal restrictions of 35 IAC 728; (7) a waste material generated by processing recyclable metals by shredding and required to be managed as a special waste under Section 22.29 of the Environmental Protection Act; or (8) an empty portable device or container in which a special or hazardous waste has been stored, transported, treated, disposed of, or otherwise handled. (b) Certification Information. All information used to determine the waste is not a special waste shall be attached to the certification. The information shall include but not be limited to: (1) the means by which the generator has determined the waste is not a hazardous waste; (2) the means by which the generator has determined the waste is not a liquid; (3) if the waste undergoes testing, the analytic results obtained from testing, signed and dated by the person responsible for completing the analysis; . (4) if the waste does not undergo testing, an explanation as to why no testing is needed;. (5) a description of the process generating the waste; and (6) relevant material safety data sheets. 669.07 Temporary Staging. The Contractor shall excavate and dispose of all waste material as mandated by the contaminants without temporary staging. If circumstances require temporary staging, he/she shall request in writing, approval from the Engineer. When approved,.the Contractor shall prepare a secure location within the project area capable of housing Containerized waste materials. The Contractor shall contain all waste material in leak- proof storage containers such as lined roll-off boxes or.55 gal (208 L) drums, or stored in bulk fashion on storage pads. The design and construction of such storage pad(s) for bulk materials shall be subject to approval by the Engineer. The Contractor shall place the staged storage containers on an all-weather gravel-packed, asphalt, or concrete surface. The Contractor.shall maintain a clearance both above and beside the storage units to provide maneuverability during loading and unloading. The Contractor shall provide any assistance or equipment requested by the Engineer for authorized personnel to inspect and/or sample contents of each storage container. All containers and their contents shall remain intact and undisturbed by unauthorized persons until the manner of disposal is determined. The Contractor shall keep the storage containers covered, except when access is requested by authorized personnel of the Department. The Engineer shall authorize any additional material added to the contents of any storage container before being filled. 36 City of Canton Section 19-00000-01-GM Fulton County The Contractor shall ensure the staging area is enclosed (by a fence or other structure) to ensure direct access to the area is restricted, and he/she shall procure and place all required regulatory.identification signs applicable to an area containing the waste material. The Contractor shall be responsible for all activities associated with the storage containers including, but not limited to, the procurement, transport, and labeling of the containers. The Contractor shall clearly mark all containers in permanent marker or paint with the date of waste generation, location and/or area of waste generation, and-type of waste (e.g., decontamination water, contaminated clothing, etc.). The Contractor shall place these identifying markings on an exterior side surface of the container. The Contractor shall separately containerize each contaminated medium, i.e. contaminated clothing is placed in a separate container from decontamination water. Containers used to store liquids shall not be filled in excess of 80 percent of the rated capacity. The Contractor shall not use a storage container if visual inspection of the container reveals the presence of free liquids or other substances that could classify the material as a hazardous waste in the container. The Department will not be responsible for any additional costs incurred, if mismanagement of the staging area, storage containers, or their contents by the Contractor results in excess cost expenditure for disposal or other material management requirements. 669.08 Underground Storage Tank Removal. For the purposes of this section, an underground storage tank (UST) includes the underground storage tank, piping, electrical controls, pump island, vent pipes and appurtenances. Prior to removing an UST,the Engineer shall determine whether the Department is considered an "owner" or "operator" of the UST as defined by the UST regulations (41 III. Adm. Code Part 176). Ownership of the UST refers to the Department's owning title to the UST during storage, use or dispensing of regulated substances. The Department may be considered an "operator" of the UST if it has control of, or has responsibility for, the daily operation of the UST. The Department may however voluntarily undertake actions to remove an UST from the ground without being deemed an "operator" of the UST. In the event the Department is deemed not to be the "owner" or "operator" of the UST, the OSFM removal permit shall reflect who was the past "owner" or "operator" of the UST. If the "owner" or "operator" cannot be determined from past UST registration documents from OSFM, then the OSFM removal permit will state the "owner" or"operator" of the UST is the Department. The Department's Office of Chief Counsel (OCC) will review all UST removal permits prior to submitting any removal permit to the OSFM. If the Department is not the"owner" or"operator" of the UST then it will not register the UST or pay any registration fee. The Contractor shall be responsible for obtaining all permits required for removing the UST, notification to the OSFM, using an OSFM certified tank contractor, removal and disposal of the UST and its contents, and preparation and submittal of the OSFM Site Assessment Report in accordance with 41 III. Adm. Code Part 176.330. The Contractor shall contact the Engineer and the OSFM's office at least 72 hours prior to removal to confirm the OSFM inspector's presence during the UST removal. Removal, transport, 37 City of Canton Section 19-00000-01-GM Fulton County and disposal of the UST shall be according to the applicable portions of the latest revision of the "American Petroleum Institute (API) Recommended Practice 1604". The Contractor shall collect and analyze tank content (sludge) for disposal purposes. The Contractor shall remove as much of the regulated substance from the UST system as necessary to prevent further release into the environment. All contents within the tank shall be removed, transported .and disposed of, or recycled. The tank shall be removed and rendered empty according to IEPA definition. The Contractor shall collect soil samples from the bottom and sidewalls of the excavated area in accordance with 35 III.Adm. Code Part 734.210(h)after the required backfill has been removed during the initial response action, to determine the level of contamination remaining in the ground, regardless if a release is confirmed or not by the OSFM on-site inspector. In the event the UST is designated a leaking underground storage tank(LUST) by the OSFM's inspector, or confirmation by analytical results, the Contractor shall notify the Engineer and the DESU: Upon confirmation of a release of contaminants from the UST and notifications to the Engineer and DESU, the Contractor shall report the release to the Illinois Emergency Management Agency (IEMA) (e.g., by telephone or electronic mail) and provide them with whatever information is available ("owner" or "operator" shall be stated as the past registered "owner" or"operator", or the IDOT District in which the UST is located and the DESU Manager); The Contractor shall perform the following initial response actions if a release is indicated by the OSFM inspector: (a) Take immediate action to prevent any further release of the regulated substance to the environment, which may include removing, at the Engineer's discretion, and disposing of up to 4 ft (1.2 m) of the contaminated material, as measured from the outside dimension of the tank (b) Identify and mitigate fire, explosion and vapor hazards; (c) Visually inspect any above ground releases or exposed below ground releases and prevent further migration of the released substance into surrounding soils and groundwater; and (d) Continue to monitor and mitigate any additional fire and safety hazards posed by vapors and free product that have migrated from the UST excavation zone and entered into subsurface structures (such as sewers or basements). The UST excavation shall be backfilled according to applicable portions of Sections 205, 208, and 550 with a material that will compact and develop stability. The material shall be approved prior to placement. All uncontaminated concrete and soil removed during_ tank extraction may be used to backfill the excavation, at the discretion of the Engineer. After backfilling the excavation; the site shall be graded and cleaned. 38 City of Canton Section 19-00000-01-GM Fulton County 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 BDE 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 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 BDE 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. 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. 39 City of Canton Section 19-00000-01-GM Fulton County 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 POLLUTANT&SOIL ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, and using an ICP instrument and EPA Methods 6010B and 7471A for metals. (d) Priority Pollutant Groundwater Analysis. When the contaminants of concern are used oils, non-petroleum material, or unknowns, groundwater samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCs, and priority pollutants metals. The analysis will be paid for at the contract unit price per each for PRIORITY POLLUTANTS GROUNDWATER ANALYSIS using EPA Method 8260B for VOCs, EPA Method 8270C for SVOCs, and EPA Methods 6010B and 7470A for metals. (e) Target Compound List (TCL) Soil Analysis. When the contaminants of concern are unknowns or non-petroleum material, soil samples shall be analyzed for priority pollutant VOCs, priority pollutants SVOCS, priority pollutants metals, pesticides, and Resource Conservation and Recovery Act (RCRA) metals by the toxicity characteristic leaching procedure (TCLP). The analysis will be paid for at the contract unit price per each for TCL SOIL ANALYSIS using EPA Method 82608 for VOCs, EPA Method 8270C for SVOCs, 40 City of Canton Section 19-00000-01-GM Fulton County 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), 82608 for VOCs, 8270C for SVOCs, 6010B and 7470A for RCRA metals, 9045C for pH, 1030 for ignitability, and 9095A for paint filter. The work of preparing, submitting and administering a Regulated Substances Final Construction Report will be paid for at the contract lump sum price REGULATED SUBSTANCES FINAL CONSTRUCTION REPORT." 80407 41 City of Canton Section 19-00000-01-GM Fulton County SUBCONTRACTOR AND DBE PAYMENT REPORTING (BDE) Effective: April 2, 2018 Add the following to Section 109 of the Standard Specifications. "109.14 Subcontractor and Disadvantaged Business Enterprise Payment Reporting. The Contractor shall report all payments made to the following parties: (a) first tier subcontractors; (b) lower tier subcontractors affecting disadvantaged business enterprise (DBE) goal credit; (c) material suppliers or trucking firms that are part of the Contractor's submitted DBE utilization plan. The report shall be made through the Department's on-line subcontractor payment reporting system within 21 days of making the payment." 80397 42 City of Canton Section 19-00000-01-GM Fulton County SUBCONTRACTOR MOBILIZATION PAYMENTS (BDE) Effective: November 2, 2017 Revised: April 1, 2019 - Replace the second paragraph of Article 109.12 of the Standard Specifications with the following: "This mobilization payment shall be made at least seven days prior to the subcontractor starting work. The amount paid shall be at the following percentage of the amount of the subcontract reported on form BC 260A submitted for the'approval of the subcontractor's work. Value of Subcontract Reported on Form BC 260A Mobilization Percentage Less than $10,000 25% $10,000 to less than $20,000 20% $20,000 to less than $40,000 18% $40,000 to less than $60,000 16% $60,000 to less than $80,000 14% $80,000 to less than $100,000 12% $100,000 to less than $250,000 10% $250,000 to less than $500,000 9% $500,000 to $750,000 8% Over$750,000 7W 80391 43 City of Canton Section 19-00000-01-GM Fulton County TRAFFIC CONTROL DEVICES - CONES (BDE) 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: "(b) Cones. Cones shall be predominantly orange. Cones used at night that are 28 to 36 in. (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 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. 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 44 WARM MIX ASPHALT(BIDE) 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 hot 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. 45 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 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 46 City of Canton Section 19-00000-01-GM Fulton County WORKING DAYS (BDE) Effective: January 1, 2002 The Contractor shall complete the work within 15 working days. 80071 47 City of Canton Section 19-00000-01-GM LR1 07_4 Fulton County Page I of 1 State of Illinois Department of Transportation Bureau of Local Roads and Streets SPECIAL PROVISION FOR INSURANCE Effective: February 1, 2007 Revised:August 1, 2007 All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation. The Contractor shall name the folloWing entities as additional insured under the Contractbr'.s general liability insurance policy in accordance with Article 107.27: City of Canton Maurer-Stutz, Inc. The entities listed above and their officers, employees, and agents shall be indemnified and held harmless in accordance with Article 107,26,.. 48 City of Canton Section 19-00000-01-GM Fulton County Prevailing Wage Rates The Contractor shall comply with all applicable provisions of the Prevailing Wage Act. All questions of applicability of the Prevailing Wage Act are governed by the determinations of the Illinois Department of Labor (IDOL). Prevailing wage rates may be obtained from IDOL's website at: https://www2.illinois.gov/idol/laws-ru les/conmed/pages/rates.aspx 49 OPERATION NO. 1 HOT-MIX ASPHALT SURFACE COURSE, MIXTURE D, N50 WIDTH E-E 7' ct 7' PROPOSED HMA SURFACE MATCH EXISTING REMOVAL 2"(TYP.) SLOPE(TYP.) PROPOSED HMA ASPHALT SURFACE COURSE,MIX D,N50 2"(TYP.) TYPICAL SECTION CURB+ GUTTER STREET RESURFACED : EDGE OF CURB AND GUTTER TO TOUT LOCATION NO. WIDTH GETTYSBURG DR.(LINCOLN RD.-4TH.AVE.) 2 @ 7' 1 OF 2 O% M A U R E R-S T U T Z CANTON 2019 41 ENGINEERS SURVEYORS MAINTENANCE PROGRAM Z J LL TYPICAL SECTION 4 N OPERATION NO. 1 HOT-MIX ASPHALT SURFACE COURSE, MIXTURE D, N50 WIDTH E-E PROPOSED HMA SURFACE MATCH EXISTING REMOVAL 2" SLOPE PROPOSED HMA ASPHALT SURFACE COURSE,MIX D,N50 2" TYPICAL SECTION CURB + GUTTER STREET RESURFACED EDGE TO EDGE OF CURB AND GUTTER LOCATION NO. WIDTH LOCUST ST.(8TH AVE.-11TH AVE.) 30' 20F2 O% MAURER-STUTZ CANTON 2019 QM ENGINEERS SURVEYORS MAINTENANCE PROGRAM Z J J LL TYPICAL SECTION li N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- _ - _ - _ _ _ - - - _ - _ _ - - _ - _ - - - - - - - _ _ - - - - E Edge of E E pavement =E _? TYPICAL APPLICATIONS Landscaping work - Utility work - Fencing contracts and maintenance Cleaning culverts GENERAL NOTES This Standard is used where at all times all vehicles,equipment,workers or their activities- are more than 15'(4.5 m)from the edge of pavement. When the work operation requires that two or more work vehicles cross the 15'(4.5 m)clear zone in any one hour,traffic control shall be according to Standard 701006. All dimensionsarein inches(millimeters) unless otherwise shown. DATE REVISIONS OFF-RD OPERATIONS, Illinois Department of Transportation 1-1-09 Switched units to 2L 2W MORE THAN PASSED ,m"an,. xoos English(metric), f f a —1—or DvcAA„Dns _ 1-1.05 Revised file and notes. 15' (4.5 m)AWAY APPROVED �M a � x009 — f7 STANDARD 701001-02 (D C� U3 min. O O O O O O O O O O O O E 500-050 m)min. 500' 1000'(300 m)max. (150 m) _ J For contract ROAD ConStru Ction ONSTPDCTID projects exEAU W20-1103(0)-48 W21-1(0)-48 Far maintenance Rpep and utility NORK projects AxEeO W20.1(0)-48 GENERAL NOTES This Standard Is used where any vehicles, equipment,workers or their activities will encroach in the area 15'(4.5 m)to 24(600) from the edge of pavement. QWhen the work operation exceeds one hour, Calculate L as follows: TYPICALAPPLICATIONS cones,drums or barricades shall be placed Utility operations at 25'(8 m)centers for 43 distance,and at SPEED LIMIT rORMULAS Culvert extensions 50'(15 m)centers through the remainder of Side slope changes ' the work area. English (Metric) Guardrail installation and maintenance 40 mph(70 km/h) L—WS' L-WS' Delineator installation or less: 60 150 Landscaping operations Shoulder repair 45 mph(80 km/h) L=(W)(5) L=0.65(W)(S) Sign installation and maintenance or greater. W= Width of offset In feet(meters). SYMBOLS S= Normal posted speed ® work area mph(km/h). All dimensions are in inches(millimeters) pSign unless otherwise shown. DATE REVISIONS OFF-RD OPERATIONS 2L 2W O Cone,drum or barricade f f f 0 Illinois Department of Transportation 1-1-14 Revised workers sign 15 (4.5 m)TO 24O (600 mm) vnsseo torn c current MUTCD, number to agree with FROM PAVEMENT EDGE c cNert¢cR or snmv LN1-1-13 Omitted text'WORKERS' aPrRowEeiota = sign. STANDARD 701006-05 IND trrviaoNNENT NOAO WOPN AHEAD ROAD Q Devices at 20'(6 m)centers in the taper. ONSTRUCTID _ W20-1(0)-48 ANE11 Q Cones at 25'(8 m)centers for the f t 150'(45 m). Additional cones may be placed at 50'(15 m) centers. When drums or barricades are used, W20-1103(0)-48 these Intervals between devices may be doubled. aNE L ROAD +I fl0A0 ONSTPOCTIO ' E W20-7(0)-48 _ WI20-4(0)-48 W201--1103(0)-48 _ N 1 mile 1600 m ! 100' 30 m ' 500' 500' \ 500' 150 in max. I\ min. (150 m) \ (150 m) \ 1000'(300 m)max. • Patch 500' 150 m min. 500' 500' 100 +I 1000'(300 m)max. (150 m) (150 m) (30 m) £ For contract 0 0 construction ROAD projects ONE LA o - ONSTflULT10 flDAO • ' vi AHEAD AHEAD W20-1103(0)-48 W20.4(0)-48 W20-7(0)-48 ROAD - " � ONSTflHCT10 _ .For maintenance and utility - .. wOPK projects - . W20-1303(0)-48 AHEAD - W20-1(0)-48 GENERAL NOTES ' SYMBOLS This Standard is used where at any time,any vehicles,equipment,workers or their activities ® Work area will encroach In the area between the center line and a line 24(600)Outside the edge of TYPICAL APPLICATIONS b Sign pavement for daylight operation. 7 When the distance between successive work Isolated patching I Barricade Or drum areas exceeds 2000'(600 m),additional warning Utlllty operations O Cone,drum or barricade - signs,flaggers,and taper shall be placed as Storm sewer _shown. Culverts • Flagger with traffic control sign Cable placement - All dimensions'are In inches(millimeters) unless otherwise shown. DATE ,REVISIONS 'LANE CLOSURE,2L,2WF Illinois Department of Transportation - 1-1-19 Revised device spacing in taper. DAY ONLY, FOR SPEEDS z 45 MPH rncwaH°r sura vH°,arvo wcwanwc 1-1-11 Revised Flogger sign. STANDARD 701201-05 �ENw 100'(30 m) l • For any operation that encroaches In the area between the centerline and a line 24(600)outside the edge of the 100'(30 m pavement for a period of less than 15 minutes. min. Vehicle with dual flashers or flashing amber dome light operating. For any operation that is more than 24(600)outride the edge of the pavement for a period of less than 60 minutes. LVehicle with dual flashers or flashing r amber dome light operating. 1 ONE L POAO AHEAD O W20-7(0)-48 O W20.4(0)-48 For any operation that encroaches In the area between 100'(30 m} \ \ the centerline and a line 24(600)outside the edge of the min. pavement fora period in excess of 15 minutes but less \ than 60 minutes. - • ,J a a L-.—.m 00'(30 m) / SIGN SPACING _ 111 mn� Posted Speed Sign Spacing 55 1 500'(150 m) ONE L 50-45 350'(100 m) POAO <45 200'(60 m) AHEAD O Reter to SIGN SPACING W20.4(0)-48 W20-7(0)-48table for distances. All dimensions are in Inches(millimeters) unless otherwise shown. TYPICAL APPLICATIONS SYMBOLS MarkFieldisurvey ng patches Work area DATE REVISIONS LANE CLOSURE 2L 2W Illinois Department of Transportation 1-1-11 Revised flogger sign. f f f String lineSign on portable or permanent support PASSED }pt, Utility operations a SHORT TIME OPERATIONS Cleaning up debris on pavement 0 Flagger with traffic control sign urc rvmrvccxlNc 1-1-09 Switched units to APPaovsoo4 English(metric). STANDARD 701301-04 ENGINEER OF DESIGN AND ENVINDFINENT ROAD WORM AHEAD ROAD CONSTRUCTIO W20-1(0)-48 AHEAD W20-1103(0)-48 - �� I pNE LAN ROAD ■ ROAD ONSTRUCTIO 41 11 ppEpp AHEAD E W20-7(0)-48 W20-4(0p48 W20-1103(0)-48 100'(30 m) Variable j 500' I 500'(150 m)min' in. (150 m) 1000'(300 \� 500"(250 m)min. 500' Variable 1 100'(30 m) +I 1000'(300 m)maz. (150 m) min. E For contract POAp construction ONSTPUCTIO projects ONE LA . ROAD AHEAD AHEAD W20-1103(0)-48 W20-4(0)-48 W20-7(0)-48 ROAD ONSTPUCi10 AHEAD Far maintenance A. and utility wORA Protects W20-1103(0)-48 AHEAD W20-1(0)-48 ) GENERAL NOTES This Standard is used where at any time,any vehicle,equipment,workers or their activities require an intermittent or continuous moving operation on the pavement where the average TYPICAL APPLICATIONS Q Minimum distance Is 200'(60 m). Maximum speed of movement Is greater than S mph Bituminous resurfacing distance to be determined by the Engineer (1 km/h)and less than 4 mph(6 km/h). Milliny uperaliuns but should not exceed)i the length utllity operations required for one normal working day's When the operation does not exceed 60 minutes, Shoulder operations operation or 2 miles(3200 m6 whichever traffic control may be according to Is less, Standard 701301, SYMBOLS All dimensions are In Inches(millimeters) ® Work area unless otherwise shown. DATE REVISIONS Sign on portable or permanent support LANE CLOSURE f 2L,2W,SLOW �j Illlnois Department Of Transportation 1-1-18 Revised lower speed limit MOVING OPERATIONS DAY ONLY • Flogger with traffic control sign for operation to)4 mph. f cxvwcrn ars rArCT I—,ANa[NG—HING ® 1-1-11 Revised Bagger sign. FOR SPEEDS 45 MPH APPROVED ani 3018 STANDARD 701306-04 ENGI ER aF DESIGN ANO ENVIRONMENT WET WET G20.1101.2430 PAINT 620-1101-2430 PAINT (appropriate arrow) (appropriate arrow) a 0 a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LRJ 200 6o m) mins r _ Distance varies depending on terrain R4-7a-2430 and susceptibility of pavement marking or crack sealant to wheel tracking. TYPICAL APPLICATIONS SYMBOLS Landscaping work ' Arrow board(Hazard Mode only) - Utility work ' Pavement marking ® Truck with headlights,emergency Weed spraying flashers and flashing amber light. Re'dometer measurements (visible from all directions) Debris cleanup 18x18(450x450)min.orange flag Crack pouring (use when guide wheel Is used) ® Truck mounted attenuator GENERAL NOTES This Standard 15 used where any vehicle, equipment.workers or their activities will require a continuous moving operation where the average speed is greater than 3 mph IS km/h). For shoulder operations not encroaching on the pavement,use DETAIL A,Standard 701426. All dimensions are in inches(millimeters) unless otherwise shown. DATE REVISIONS LANE CLOSURE 2L,2W Illinois Department of Transportation I-1-09 Switched units to MOVING OPERATIONS- .5— 1--t. mus English(metric).Omitted Pass With Gare sign' DAY ONLY LNGINLLK Orovcianoxs 1-1.00 Elim.speed restrictions —OVEO )anion 1. 1049 — In standard aria• STANDARD 701311-03 ENGINEER of O— lW ROAO W20-110)-48 N AHEAA D . Or ONE LAN ROAD POAD ONSTRUCT10 W20-7(0)-48 AHEAD AICAD W20-4(01-48 ® W20-1103(0)•48 J J l 1 100'(30 m —One way/one lane operation — min. __________ ______________________________________O T____ _ __ _ __ _ __-______________________________ Type or TypeBarricades "10"0'0(3 O O 000 - - - Type I or Type II barricades [J] YYY O Al 0 I 1 I 100'(30 m) I - ROAO Type III barricades O max, T CLOSED O 2 E RI 1-2 CROAD ROLOSEO A' ONE LAN AHEAD MORA( For, 0)-48 AHEAD �A W20-3(0)-48 AHEAD For, W20-4(0)-40 • 1�■1' maintenance Or and utility Projects W20-7(0)-48 POAD ROAD - ONSTROCTIO W20-1103(0)-48 ONSTR'CTIO AHEAD For W20-1103(0)AB AHE AD contract Or ROAD construction NOPA W20-1(0)-48 projects AHEAD SIGN SPACING SYMBOLS Posted Speed Sign Spacing 55500'(150 m) Work area O Refer to SIGN SPACING TABLE 50-45 350'(100 m) / t for distances. <45 200'(60 m) O Cone,drum or barricade (not required for moving operations) 0 For approved sideroad closures. GENERAL NOTES I Sign on portable or permanent support 0 Cones at 25'(8 m)centers for 250' This Standard Is used where at any time,day or (75 m).Additional cones may be placed night,any vehicle,equipment,workers or their at 50'(15 m)centers. When drums or aclivitles Flagger with traffic control sign Type I or Type II barricades are encroach on the pavement requiring the closure used.the Interval between devices of one traffic lane in an urban area. l� Barricade or drum with flashing light may be doubled. All tlirnensions are in inches(millimeters) ® Cones,drums or barricades at unless otherwise shown. Type 111 barricade with flashing lights 20'(6 m)centers. DATE REVISIONS URBAN LANE CLOSURE Illinois Department of Transportation 1.1-11 Revised flogger sign. f rAasEnop I. ra,l — 2L,2W,UNDIVIDED sArc I I 1-1-09 Switched units to ARvaoveoor tx cNG rval Aott - English(metric). STANDARD 701501-06 ENGINEER Of NESIGN ANO ENVIRGNNENr Corrected sign No.'s. s 0 0 8-12 (200-300) ry' 18 450 u' 1 ..»min. 4-6 l (100-150) 4-6 g 3(75) 0 ^at: 4-6 min. ,o� ^. 3 100-1 -6(100-150) A ]44 -6(100-150) ", Orange Orange Orange Orange Posted speed<45 mph Any posted speed Any posted speed Any posted speed DAYTIMEUSE DAYORNIGHTHMEUSE CONES TUBULAR MARKER VERTICAL PANEL DRUM \ POST MOUNTED � lfss /,rss O/ O/ F Cdr H F* A 24 12 r0) (300 (60 s i., !�s so za 600 �, Z= ;� min. RE m l� rn" of 4'(1.2 m) min. Y ' 24m600 fov a ; O 0 TYPE I BARRICADE TYPE II BARRICADE TYPE 111 BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE BARRICADE ly.OJ ls0/ rp Warning lights(if required) —�. GENERAL NOTES All heights shown shall be measured above the rn E pavement surface. m n All dimensions are in inches(millimeters) r unless otherwise shown. ;f DATE REVISIONS TRAFFIC CONTROL Illinois Department of Transportation , < a 1.1-19 Revised cone usage and n/ AP ROVED ia�� xms o o added cones>36"(900 m)height. DEVICES ��Ea,„� DETECTABLE PEDESTRIAN 1a-1s Revised END WORK ZONE Sheet 1 of 3) APPROVED i ar9 CHANNEUANG BARRICADE SPEED OMIT sign from STANDARD 701901-08 —� Ervcirvsea or u orange to white background. Warning light 18x18(450x450) (if required) Orange flags ROAD CONSTRUCTION END 6'-12'+ _ I NEXT X MILES CONSTRUCTION (1.8 m-3.6 m) I I G20-1104(0)-6036 G20-1105(0)-6024 I I c I Metal or This signing required for all projects wood post t 2 miles(32000 m)or more In length. I 5' 1.5 m min.rural Edge of (600-3 m) ROAD CONSTRUCTION NEXT X MILES sign shall pavement ASIGN be placed 500'(150 m)In advance of pro- 7'(2.1 m)min.urban m c ect limits. 4' 1.2 m rural or face p E I m ur an of curb E END CONSTRUCTION sign shall be erected at the end of the job unless another job is ry E within 2 miles(3200 m). Dual sign displays shall be utilized on multi- Elevation of edge Elevation of edge lane highways. I of pavement of pavement 11. embedment WORK LIMIT SIGNING SIGNS ON TEMPORARY SUPPORTS *++ When work operations exceedPOST MOUNTED SIGNS he 51(1.5 ml min elf Iloc ted shall HIGH LEVEL WARNING DEVICE behind other devices,the height WORK W21-IIIS(0)-3618 ++ When curb or paved shoulder are present shall be sufficient to be seen ZONE this di menslon shall be 24(600)to the completely above the devices. face of curb or 6'(1.8 m)to the outside edge of the paved shoulder. SPEED 24 LIMIT R2-1-3648 (600) X X 5 7 R (125) (175) PHOTO I ENFORCED R10-I108p-3618++++ v� $XXX FINE MAX WIDTH 8(200)Federal series C R2-1106p-3618 MINIMUM 7(180)Fedi ral series B Sign assembly as shown on Standards o, W or as allowetl by District Operations. 111� as�,® MILES (20�5513) 16 I WORK ZONE G20-1303-6036 (400) SPEED LIMIT AHEAD \ This sign shall be used when the 19/32 above sign assembly is used. HIGHWAY CONSTRUCTION W 12-1103-4848 E SG WIDTH RESTRICTION SIGN R10-1108p]shall only be used along roadways under the uristictlon of the State. XX'-XX"width and X miles are variable. FRONT SIDE REVERSE SIDE TRAFFIC CONTROL Illinois Department of Transportation APR0.r),Vl�\ �2or9 DEVICES �N Nr SAr[n PANG.AN'ENvnrEN�NG FLAGGER TRAFFIC CONTROL SIGN (sheet 2 of 3) UNG1APPROVED 2019 T\ 1. -08 STANDARD 701901 SIGN AN ENVIxNNI.1ENT 24(600)± Ii A -------------- ------------- 8' 2.4m +I O — --————— o min. 0 0 o C 5' 1.Sm _____________ 4'11;1.ml min. -------------- ----i— ------- 000 min, n 1 o J--Weep holes E E 1/ 25' 25' 25' Construction m "a O U 8 m) 8 m (8 m) ativance 200 200 200 warning signs (60 m)± 160 n1)3 (60 nl)i L►A ��^E ^'E ^'E 7. PLAN ~ zs' 1%(45)t Face may be 11.5 m r stepped or smooth � �— TYPE A TYPE B TYPE C - ROOF ROOF OR TRAILER TRAILER +I Traffic MOUNTED MOUNTED MOUNTED -- Epoxy channels ARROW BOARDS I 3Yj(90)± I 0 0 SECTION A-A TYPICAL INSTALLATION TEMPORARY RUMBLE STRIPS U U U U U U U U U .. 'E E in. Type A 6(150) 6(150) 6(150) flasher max. max. max. E RI l-2 ROAD o 0 CLOSED ^ .. Edge of . shoulder 12 300 Pavement min. Type A R11-4 ROAD CLOSED TO ALL TRAFFIC flasher Reflectorized striping may be omitted ROAD CLOSED ROAD CLOSED on the back side of the barricades. TO TO If a Type III barricade with an attached THRU TRAFFIC THRU TRAFFIC sign panel which meets NCHRP 350 is not available,the sign may be mounted on an NCHRP 350 temporary be support directly ' ) -- ° ` .' • in front of the barricade. Pavement ROAD CLOSED TO THRU TRAFFIC Illinois Department of Transportation TYPICAL APPLICATIONS OF Reflectorized striping shall appear on TRAFFIC CONTROL both sides of the barricades. If a DEVICES AP aoveo 3a19 TYPE III BARRICADES CLOSING A ROAD Type III barricade with an attached rS sign panel which meets NCHRP 350 is `-c � rniNG not available,the signs may be mounted (Sheet 3 or 3) snr root a on NCHRP 350 temporary sign supports ENGINEER directly in front of the barricade. ENGINEER of e S IG STANDARD 701901-08