ildot 91669-049.pdf

Letting July 31, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 91669 EDGAR County Section 22-00137-01-RS Route FAS 680 (Ch 4) Project R9GF-473 () District 5 Construction Funds

Prepared by F

Checked by

(Printed by authority of the State of Illinois)

NOTICE TO BIDDERS

1. TIME AND PLACE OF OPENING BIDS. Electronic bids are to be submitted to the electronic bidding system (iCX-Integrated Contractors Exchange). All bids must be submitted to the iCX system prior to 12:00 p.m.

July 31, 2026 at which time the bids will be publicly opened from the iCX SecureVault.

2. DESCRIPTION OF WORK. The proposed improvement is identified and advertised for bids in the

Invitation for Bids as:

Contract No. 91669 EDGAR County Section 22-00137-01-RS Project R9GF-473 () Route FAS 680 (Ch 4) District 5 Construction Funds

HMA resurfacing of CH 4 from southeast of the city of Paris to E. 575th Rd. in Edgar County.

3. INSTRUCTIONS TO BIDDERS. (a) This Notice, the invitation for bids, proposal and letter of award shall, together with all other documents in accordance with Article 101.09 of the Standard Specifications for Road and Bridge Construction, become part of the contract. Bidders are cautioned to read and examine carefully all documents, to make all required inspections, and to inquire or seek explanation of the same prior to submission of a bid.

(b) State law, and, if the work is to be paid wholly or in part with Federal-aid funds, Federal law requires the bidder to make various certifications as a part of the proposal and contract. By execution and submission of the proposal, the bidder makes the certification contained therein. A false or fraudulent certification shall, in addition to all other remedies provided by law, be a breach of contract and may result in termination of the contract.

4. AWARD CRITERIA AND REJECTION OF BIDS. This contract will be awarded to the lowest responsive and responsible bidder considering conformity with the terms and conditions established by the Department in the rules, Invitation for Bids and contract documents. The issuance of plans and proposal forms for bidding based upon a prequalification rating shall not be the sole determinant of responsibility. The Department reserves the right to determine responsibility at the time of award, to reject any or all proposals, to re-advertise the proposed improvement, and to waive technicalities.

By Order of the Illinois Department of Transportation

Gia Biagi, Secretary

CONTRACT 91669

INDEX

FOR

SUPPLEMENTAL SPECIFICATIONS

AND RECURRING SPECIAL PROVISIONS

Adopted January 1, 2026

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 1-1-22) (Revised 1-1-26)

SUPPLEMENTAL SPECIFICATIONS

Std. Spec. Sec. Page No.

109 Measurement and Payment 202 Earth and Rock Excavation 204 Borrow and Furnished Excavation 207 Porous Granular Embankment 211 Topsoil and Compost 214 Grading and Shaping Ditches 406 Hot-Mix Asphalt Binder and Surface Course 407 Hot-Mix Asphalt Pavement (Full-Depth) 420 Portland Cement Concrete Pavement 502 Excavation for Structures 504 Precast Concrete Structures 509 Metal Railings 522 Retaining Walls 540 Box Culverts 542 Pipe Culverts 550 Storm Sewers 586 Granular Backfill for Structures 601 Pipe Drains, Pipe Underdrains, and French Drains 630 Steel Plate Beam Guardrail 632 Guardrail and Cable Road Guard Removal 644 High Tension Cable Median Barrier 665 Woven Wire Fence 701 Work Zone Traffic Control and Protection 781 Raised Reflective Pavement Markers 782 Reflectors 801 Electrical Requirements 821 Roadway Luminaires

1003 Fine Aggregates 1004 Coarse Aggregates 1010 Finely Divided Minerals 1020 Portland Cement Concrete ……… 1030 Hot-Mix Asphalt 1040 Drain Pipe, Tile, and Wall Drain 1042 Precast Concrete Products 1061 Waterproofing Membrane System 1067 Luminaire ……… 1097 Reflectors 1102 Hot-Mix Asphalt Equipment

RECURRING SPECIAL PROVISIONS

The following RECURRING SPECIAL PROVISIONS indicated by an “X” are applicable to this contract and are included by reference:

CHECK SHEET # PAGE NO.

1 Additional State Requirements for Federal-Aid Construction Contracts 2 Subletting of Contracts (Federal-Aid Contracts)

3 EEO

4 Specific EEO Responsibilities Non Federal-Aid Contracts 5 Required Provisions - State Contracts 6 Asbestos Bearing Pad Removal 7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 8 Temporary Stream Crossings and In-Stream Work Pads 9 Construction Layout Stakes

10 Use of Geotextile Fabric for Railroad Crossing 11 Subsealing of Concrete Pavements 12 Hot-Mix Asphalt Surface Correction 13 Pavement and Shoulder Resurfacing 14 Patching with Hot-Mix Asphalt Overlay Removal 15 Polymer Concrete 16 Reserved 17 Bicycle Racks 18 Temporary Portable Bridge Traffic Signals 19 Nighttime Inspection of Roadway Lighting 20 English Substitution of Metric Bolts 21 Calcium Chloride Accelerator for Portland Cement Concrete 22 Quality Control of Concrete Mixtures at the Plant 23 Quality Control/Quality Assurance of Concrete Mixtures 24 Reserved 25 Reserved 26 Temporary Raised Pavement Markers 27 Restoring Bridge Approach Pavements Using High-Density Foam 28 Portland Cement Concrete Inlay or Overlay 29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 30 Longitudinal Joint and Crack Patching 31 Concrete Mix Design – Department Provided 32 Station Numbers in Pavements or Overlays

LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS

Table of Contents

CHECK SHEET # PAGE NO.

LRS 1 Reserved LRS 2 Furnished Excavation LRS 3 Work Zone Traffic Control Surveillance LRS 4 Flaggers in Work Zones LRS 5 Contract Claims LRS 6 Bidding Requirements and Conditions for Contract Proposals LRS 7 Bidding Requirements and Conditions for Material Proposals LRS 8 Reserved LRS 9 Bituminous Surface Treatments LRS 10 Reserved LRS 11 Employment Practices LRS 12 Wages of Employees on Public Works LRS 13 Selection of Labor LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks LRS 15 Partial Payments LRS 16 Protests on Local Lettings LRS 17 Substance Abuse Prevention Program LRS 18 Multigrade Cold Mix Asphalt LRS 19 Reflective Crack Control Treatment

Index of Special Provisions

Description of Work 1

Cooperation with Utilities 1

Joint Utility Locating Information for Excavators 1

Traffic Control Plan 2-4

Uneven Lanes 4

Contractor Access 4-5

Excavation

Excavating and Grading Existing Shoulder

Class C Patches, Type IV, 12 Inch

Storm Sewers (Special), 8’’

6-7

Sign Panel – Type 1 (Special)

Cooperation Between Contractors

Centerline - Rumble Strip – 8” 7-8

Sealing of Rumble Strips

Seeding, Class 2A (Special)

Seeding and Establishment of Vegetation

8-9

Status of Utilities to be Adjusted 9

LR 107-4 Insurance

LR 702 Construction and Maintenance Signs 11

LR 1030-2 Local Quality Assurance / Quality Management QC/QA 12-13

Stormwater Pollution Prevention Plan (SWPPP) 14-24

BDE SPECIAL PROVISIONS

The following special provisions indicated by an “X” are applicable to this contract. An * indicates a new or revised special provision for the letting.

File Name Pg. Special Provision Title Effective Revised 80099 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022 _ 80274 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 25 Automated Flagger Assistance Device Jan. 1, 2008 April 1, 2023 80173 26 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80426 Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 April 1, 2026 80475 Bridge Deck Concrete Overlays Jan. 1, 2026 80241 Bridge Demolition Debris July 1, 2009

5053I Building Removal Sept. 1, 1990 Aug. 1, 2022 5026I Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022

80460 28 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 45 Compensable Delay Costs June 2, 2017 April 1, 2019 80198 Completion Date (via calendar days) April 1, 2008 80199 Completion Date (via calendar days) Plus Working Days April 1, 2008 80461 Concrete Barrier Jan. 1, 2025 80453 Concrete Sealer Nov. 1, 2023 80261 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 Deck Slab Repair Jan. 1, 2026

* 80029 49 Disadvantaged Business Enterprise Participation Sept. 1, 2000 July 2, 2026 80467 Erosion Control Blanket Aug. 1, 2025 80229 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80452 Full Lane Sealant Waterproofing System Nov. 1, 2023 80433 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80471 Guardrail Nov. 1, 2025 80472 High Friction Surface Treatment Nov. 1, 2025 80456 53 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 Hot-Mix Asphalt – Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 April 2, 2024 80483 Inlet Filters April 1, 2026

* 80477 Longitudinal Tining Jan. 1, 2026 July 1, 2026 80450 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 Aug. 1, 2025 80478 Modified Longitudinal Construction Joint Jan. 1, 2026 80464 57 Pavement Marking April 1, 2025 Nov. 1, 2025 80468 58 Pavement Patching Aug. 1, 2025 80441 59 Performance Graded Asphalt Binder Jan 1, 2023 April 1, 2026 80459 Preformed Plastic Pavement Marking June 2, 2024 3426I Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80473 65 Raised Reflective Pavement Markers Nov. 1, 2025 80455 66 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 Residential Driveway Temporary Signal Nov. 1, 2025

* 80445 68 Seeding Nov. 1, 2022 July 1, 2026 80457 74 Short Term and Temporary Pavement Markings April 1, 2024 April 2, 2024 80462 78 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 Sinusoidal Rumble Strips Jan. 1, 2026 80469 Slope Wall Aug. 1, 2025 80448 80 Source of Supply and Quality Requirements Jan. 2, 2023 Jan. 1, 2026 80340 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 Steel Cost Adjustment April 2, 2004 Nov. 1, 2025 80480 Structural Repair of Concrete Jan. 1, 2026 80397 82 Subcontractor and DBE Payment Reporting April 2, 2018 80391 83 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 84 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025

File Name Pg. Special Provision Title Effective Revised 80482 85 Submission of Payroll Records – Federal Aid Contract April 1, 2026 80437 Submission of Payroll Records – State Contract April 1, 2021 April 1, 2026 80435 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80465 87 Surveying Services April 1, 2025 80481 Temporary Concrete Barrier Jan. 1, 2026 80466 Temporary Rumble Strips April 1, 2025

* 80484 Tolerance in Thickness for Continuously Reinforced PCC Pavement July 1, 2026 80470 Traffic Signal Backplate Aug. 1, 2025 20338 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 88 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80458 Waterproofing Membrane System Aug. 1, 2024 80302 89 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 Wood Sign Support Nov. 1, 2023 80427 90 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026

* 80485 93 Work Zone Width Restriction July 1, 2026 80071 94 Working Days Jan. 1, 2002

SPECIAL PROVISIONS

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction," adopted January 1, 2022, the latest edition of the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways", and the "Manual of Test Procedures for Materials” in effect on the date of invitation for bids, and the Supplemental Specifications and Recurring Special Provisions adopted January 1, 2026 (as indicated on the Check Sheet included herein) which apply to and govern the construction of Section 22-00137-01-RS, in Edgar 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: The proposed improvement designated as Section 22-00137-01-RS, located on Lower Terre Haute Rd (CH 4) 0.3 miles Southeast of Paris, Illinois in Edgar County, in Sections 7, 8, 17, 18, and 20, T13N, R11W, 3rd PM, consists all equipment, labor, and material necessary to construct 3’ wide Hot-Mix Asphalt Shoulder (8”) with rumble strips and Excavating and Grading Existing Shoulder at locations where there is no existing shoulder, resurfacing existing 3’ wide Hot-Mix Asphalt Shoulder (2 ¾”) with rumble strips at locations where existing shoulder is present, resurfacing the existing pavement Hot-Mix Asphalt Surface Course (1 ½”) and Hot-Mix Asphalt Binder Course (1 ¼”), removal and replacement of existing field tile and concrete pipe culvert, headwall removal, removal and replacement of Raised Reflective Pavement Markers, new Chevrons and Advance Warning Signs at Curve #1, pavement striping, seeding and all collateral work as shown in the plans and as required by these Special Provisions.

COOPERATION WITH UTILITIES: The Contractor shall familiarize himself with the location of all utilities and structures that may be found in the vicinity of the construction. The Contractor shall conduct his operations to avoid damage to the above-mentioned utilities or structures. Should any damage occur due to the Contractor’s negligence, repairs shall be made by the Contractor at his expense in a manner acceptable to the Engineer. The Contractor shall notify all utility owners of his construction schedule and shall coordinate construction operations with the utility owners so that relocation of utility lines and structures may proceed in an orderly manner. Notification shall be in writing with copies transmitted to the Engineer.

This item shall not be paid for separately but shall be considered included in the contract and no additional compensation will be allowed.

JOINT UTILITY LOCATING INFORMATION FOR EXCAVATORS: The Contractor’s attention is directed to the fact that there exists within the State of Illinois a Joint Utility Locating Information for Excavators (J.U.L.I.E.) System. All utility companies and municipalities which have gas mains and a number of others are a part of this system.

Instead of the Contractor notifying each individual utility owner that he will be working within the area, it will only be necessary to call the number of the Joint Utility Locating Information for Excavators System which is (800) 892-0123 or 811, and they will notify all member utility companies involved that their respective utility should be located. A minimum of forty-eight hours advance notice is required and the political name of the township where the work is located, as shown on the cover sheet, along with other location information such as land section and quarter section will have to be given.

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, any special details and Highway Standards contained herein and in the plans.

Special attention is called to Sections 107 and 701 through 705 of the “Standard Specifications for Road and Bridge Construction”, and as amended by the Supplemental Specifications, Recurring Special Provisions, the Special Provisions contained herein, and the following traffic control related Highway Standards which are included in this contract:

1. Highway Standards

a. Standard 701001

b. Standard 701006

c. Standard 701011

d. Standard 701201

e. Standard 701301

f. Standard 701306

g. Standard 701311

h. Standard 701326

i. Standard 701901

j. Standard BLR 21

2. Supplemental Specifications and Recurring Special Provisions

a) Flaggers in Work Zones

3. Special Provisions

a) Automated Flagger Assistance Device

b) Work Zone Traffic Control Devices

Limitations of Construction: The Contractor shall coordinate the items of work in order to keep hazards and traffic inconveniences to a minimum, as specified below.

1. The contractor shall provide, erect, and maintain all necessary barricades, cones, drums, flags, and lights for the warning and protection of traffic, as required by Section 107 and 701 through 703 of the Standard Specifications.

2. In addition to the signs required by the various traffic control standards, the Contractor shall erect ROAD CONSTRUCTION AHEAD signs (W20-1(O)-48) on CH 4 at both ends of the project and all sideroads within the limits of the project.

3. General: Signposts shall be 100 x 100 mm (4 x 4 inches) wood posts according to Article

1007.05. All posts shall be braced to the satisfaction of the Engineer. The use of metal posts will not be permitted.

4. All advance warning signs shall be in new or like new condition at the start of the project.

All warning signs shall be 48 inches by 48 inches and have a black legend on a fluorescent orange reflectorized background.

5. No lane closures will be allowed without flagger protection.

6. CH 4 shall remain open to traffic throughout construction of the project except as specified below.

a. Type III Barricades, to be erected by the Contractor, shall extend from shoulder break to shoulder break as shown on Standard 701901, at each end of the closed area on CH 4 of the construction limits or as directed by the Engineer near the field tile replacement and culvert replacement. Two flashing lights shall be provided for each barricade located on the paved surface. Flashing lights shall be provided on all advance warning signs.

Traffic Control Standards: Traffic control standards shall be applied as directed by the Engineer. Suggested applications for each standard are as follows:

TRAFFIC CONTROL AND PROTECTION STANDARD 701001: This traffic control and protection shall be used for all work operations at least 15 feet from the edge of pavement including landscaping operations.

TRAFFIC CONTROL AND PROTECTION STANDARD 701006: This traffic control and protection shall be used for the installation and removal of traffic control devices and any other construction operations that do not encroach closer than two feet from the edge of pavement.

TRAFFIC CONTROL AND PROTECTION STANDARD 701011: This traffic control and protection shall be used for all continuous moving work operations outside the edge of pavement.

TRAFFIC CONTROL AND PROTECTION STANDARD 701201: This traffic control and protection shall be used for operations that require closing a lane including drainage maintenance work and entrance improvements.

TRAFFIC CONTROL AND PROTECTION STANDARD 701301: This traffic control and protection shall be used for whenever vehicles, equipment or workers encroach on the pavement and the duration of encroachment is 60 minutes or less.

TRAFFIC CONTROL AND PROTECTION, STANDARD 701306: This traffic control and protection shall be utilized during construction of HMA Overlay, and Shoulder Rumble Strips.

TRAFFIC CONTROL AND PROTECTION STANDARD 701311: This traffic control and protection shall be used to install pavement markings.

TRAFFIC CONTROL AND PROTECTION, STANDARD 701326: This traffic control and protection shall be utilized during shoulder excavation and construction of hot-mix asphalt Shoulders.

TRAFFIC CONTROL AND PROTECTION STANDARD BLR 21: shall be used to close CH 4 during the field tile replacement and culvert replacement. Maximum closure time allowed is 5 days from Monday thru Friday and roadway shall be opened back up to traffic by end of work day on Friday (no weekend closures). Traffic Control and Protection, Standard BLR 21 will be paid for at the contract unit price per LUMP SUM for TRAFFIC CONTROL AND PROTECTION

(SPECIAL).

Measurement and Payment for Traffic Control and Protection: Traffic control and protection, Standard 701001, 701006, 701011, 701201, 701301, 701306, 701311, 701326 will not be measured for payment. All traffic control and protection will be paid for at the contract lump sum price for TRAFFIC CONTROL AND PROTECTION (SPECIAL). Cost shall include all detour signs necessary for the unmarked detour as shown in the map below and no additional compensation will be allowed.

Furnishing and placing all pavement marking will be paid for separately along with any necessary removal.

Furnishing, placing and removing all other traffic control and protection (such as temporary Type III barricades, drums, vertical panels, stop signs, etc…) required will not be measured for payment separately and will be considered as part of the traffic control and protection pay items included in the contract.

If at any time the signs are in place but not applicable, they shall be turned from the view of motorists or covered as directed by the Engineer. The cost of furnishing, erecting, maintaining, and removing the required signs shall be incidental to the contract.

UNEVEN LANES

Eff.: 12/11/2009 Rev.: 4/25/2015

Where construction operations result in a temporary drop-off between two traffic lanes open to traffic, excluding patching, “UNEVEN LANES” (W8-11(0)48) signs shall be used. The Contractor shall place the signs at the beginning of the drop-off area, major intersections, and at as such other locations within the drop-off area as the Engineer may direct, including as shown below.

• 2 Mile spacing on Interstates

• 1 Mile spacing on rural 2-lane highways

• Spacing per the Traffic Control Plan in Urban sections

The signs shall be placed just prior to the work that will result in the drop-off and shall remain in place until the drop-off is eliminated. This work shall be considered as included in the contract unit prices for the construction items involved and no additional compensation will be allowed.

CONTRACTOR ACCESS

Eff. 09-11-1990 Rev. 01-01-2014

At the road closure location, where Type III barricades are installed in a manner that will not allow contractor access to the project without relocation of one or more of the barricades, the arrangement of the barricades at the beginning of each work day may be relocated, when approved by the Engineer, in the manner shown on Highway Standard 701901 for Road Closed to Through Traffic. ‘Road Closed 'signs (Rll-2), supplemented by 'Except Authorized Vehicles' signs (R3-Il0l), shall be mounted on both the near-right and the far-left barricade(s). At the end of each work day the barricades shall be returned to their in-line positions. This work will be considered to be included in the cost of the various traffic control items and no extra compensation will be allowed.

EXCAVATION

No excavation or open holes adjacent to the existing pavement will be allowed during non-working hours.

No additional compensation will be allowed the Contractor for compliance with the requirements of this Special Provision.

EXCAVATING AND GRADING EXISTING SHOULDER

Description. Excavation for shoulders shall consist of removal of the existing aggregate shoulder and foreslope to the width and depth shown in the typical cross sections. This work shall be done with a self-propelled milling machine, equipped with electronic grade and slope control, having a three-foot wide cutting head.

When excavating for shoulder, a vertical face is required at the edge of pavement. This vertical face shall be accomplished by means of saw cutting, or any other method acceptable to the Engineer.

If an existing asphalt apron exists that is shown to be removed and is wider than the excavated trench, the Contractor shall remove the entire apron during the excavating process. Any void created by the additional excavation will be filled with Aggregate Surface Course, Type B.

All excavated material on this project, including excavated material, concrete and asphalt, shall be hauled to the County's Storage site located in the northwest quadrant of the intersection of CH 4 and CH 1.

All excavated shoulder material and excavated culvert material shall be placed in these stockpiles immediately after removal. After completion of all proposed HMA shoulder work, the Contractor shall retrieve excavated embankment material from the stockpiles, as needed, and distribute it throughout the project in locations as necessary and as directed by the Engineer.

Concrete and asphalt that was removed shall be placed in a separate storage pile and will not be reused on this project but shall become the property of the County.

Method of Measurement. Earthwork required for the construction of HMA shoulders will be measured for payment in units of 100 ft along each edge of the pavement.

Basis of Payment. Earthwork required for the construction of hot-mix asphalt shoulders will be paid for at the contract unit price per unit for EXCAVATING AND GRADING EXISTING SHOULDER, and no additional compensation will be allowed the Contractor for compliance with the requirements of this Special Provision.

CLASS C PATCHES, TYPE IV, 12 INCH

The concrete mixture design, for the proposed concrete patches, shall be adjusted to ensure that the CH 4 pavement be replaced and opened to traffic within the 5-day time limit set for the closure of CH 4.

24” x ¾” Tie Bars shall be used to tie the proposed patch to the existing pavement. The tie bars shall be spaced at 24” centers along each edge of the patch. 24” x ¾” tie bars shall also be installed along the centerline joint of the patch. The tie bars shall be embedded 12” into the existing pavement.

Tie bars for this Class C patch shall be paid for in accordance with Article 442.11 of the Standard Specifications.

Any adjustment to the mixture design shown in the Standard Specifications, for this patch will not be paid for separately, but shall be considered as included in the bid price square yard for

CLASS C PATCHES, TYPE IV, 12 INCH.

STORM SEWERS (SPECIAL), 8’’

This work shall include all necessary jointed pipe, pipe fittings, pipe couplers, and inspection risers necessary to replace the existing damaged field tile and install a new field tile between the right-of-way lines and shall conform to applicable portions of Section 550 of the Standard Specifications, the details included in the plans and the following specifications.

All Storm Sewers (Special) pipe shall be soil tight pipe and shall meet the requirements of ASTM F2648. All Storm Sewer (Special) shall have a smooth Interior and annular exterior corrugations.

Joint Performance Pipe shall be joined using a bell & spigot joint meeting ASTM F2648. The joint shall be soil tight with gaskets and shall meet the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. A joint lubricant supplied by the manufacturer shall be used on the gasket and bell during assembly.

Fittings Fittings shall conform to ASTM F 2306. Bell and spigot connections shall utilize a spun-on or welded bell and valley or saddle gasket meeting the soil-tight joint performance requirements of ASTM F 2306. Fittings will not be measured for payment. Cost included in Storm Sewers (Special).

Collars & Couplers Connections to existing field tile shall be made by either a concrete collar as shown on the plans or an approved mechanical coupler with necessary stainless steel clamps and shall be installed to provide a water tight. Collars & Couplers will not be measured for payment. Cost included in Storm Sewers (Special).

Installation Excavation, bedding and backfill shall conform to applicable portions of Section 550 of the Standard Specifications except that the backfill of the storm sewer shall use Controlled Low- Strength Material in lieu of Trench Backfill.

Material Properties Material for pipe production shall be an engineered compound of virgin and recycled high density polyethylene conforming with the minimum requirements of cell classification

Method of Measurement: This work will be measured for payment in place along the centerline of the proposed storm sewer. Risers, couplers, and fittings will not be measured for payment. Cost included in Storm Sewers (Special).

Basis of Payment: This work will be paid for at the contract unit price per Foot for STORM SEWERS (SPECIAL) 8”. Exploration trench will be paid for at the contract unit price per Foot for EXPLORATION TRENCH, 52” DEPTH.

SIGN PANEL – TYPE 1 (SPECIAL)

The work shall consist of the installation of Chevron sign and a 3" wide by 72” long Yellow High Intensity Grade Post Reflector adhered to 0.080 gauge aluminum that shall be applied to both sides of the Chevron sign post that face traffic.

The top of the 72” long reflector shall be applied flush with the bottom of the sign. The reflector aluminum panel must be fastened to the sign post in accordance with the manufacturers recommendations.

The yellow reflector sheeting must meet or exceed ASTM D4956 type 3 requirements.

Method of measurement: will be measured as the Square Foot of the Chevron Sign.

This work will be paid for at the contract unit price Square Foot, which the price will be payment in full to furnish and Install the Chevron Sign & reflector as specified. The reflector is incidental to the pay item.

COOPERATION BETWEEN CONTRACTORS

There may be other contractors working in the area. The contractor for this section shall conduct his operations so as not to interfere with the operations of the work being performed by any other contractor in accordance with Article 105.08 of the Standard Specifications.

Any delays or inconveniences caused by the Contractor due to complying with this requirement will be considered to be included in the cost of the contract and no additional compensation will be allowed.

CENTERLINE - RUMBLE STRIP – 8”

This work shall consist of constructing rumble strips along the centerline of the pavement at the locations shown in the plans. This work shall be done according to the applicable portions of Section 642 of the Standard Specifications and the detail included in the plans.

Method of Measurement: This work will be measured for payment along the centerline of pavement. Gaps in the rumble strip at intersections will not be measured for payment.

Basis of Payment: This work will be paid for at the contract unit price Foot for CENTERLINE -

RUMBLE STRIP- 8".

SEALING OF RUMBLE STRIPS

Prior to striping, the rumble strips shall be sealed with a tack coat conforming to Article 406.06(c) of the Standard Specifications.

The tack coat shall be applied 12" wide centered on the rumble strip. The tack coat shall be applied at the rate shown for New HMA.

The cost of furnishing and installing the tack coat shall be considered as included in the unit bid price of the rumble strips of the width specified.

SEEDING, CLASS 2A (SPECIAL)

Earth slopes which are disturbed as a result of constructing the embankment necessary for shoulder operations shall be seeded with Class 2A Seeding, fertilized and mulched in accordance with Method 2. This work shall be performed in accordance with applicable portions of Sections 250 and 251 of the Standard Specifications.

Areas outside the pay widths shown in the General Notes which are disturbed by the Contractor's operations shall also be seeded, fertilized and mulched in accordance with Sections 250 and 251 of the Standard Specifications, but will not be measured for payment.

The Contractor shall specify at the time of the preconstruction conference which procedure of Method 2 mulching he/she plans to use.

Method of Measurement: This work shall be measured for payment along the edge of the Hot- Mix Asphalt shoulder. This measurement shall be multiplied by the pay width shown in the General Notes. No deductions for side roads or entrances will be made from the computed area.

Basis of Payment: This work will be paid for at the contract unit price Acre for SEEDING, CLASS 2A (SPECIAL), which price shall include seeding, fertilizer and mulch, measured as specified herein and no additional compensation will be allowed.

SEEDING AND ESTABLISHMENT OF VEGATATION

The Contractor may be required to have multiple mobilizations to establish vegetation. This work will not be allowed to be postponed until the end of the project, but shall be completed as work progresses throughout the project limits. Temporary seed shall be continuously established as the work progresses at the direction of the Engineer. Permanent seed and mulch shall be placed after the completion of the Embankment adjacent to the Hot-Mix Asphalt Shoulders.

When the contract does not include a pay item for supplemental watering, any watering required by the Engineer will be paid for according to Article 109.04.

STATUS OF UTILITIES TO BE ADJUSTED

The following utilities were listed by a “J.U.L.I.E. Design Stage Locate” as members who have utilities in the project vicinity. (J.U.L.I.E. 800-892-0123 or 811)

Name and Address of Utility Type Location Estimated Date

Relocation Completed

Ameren Illinois - (South) Attn: AIC Distribution Design

(618) 301-5305

Enerstar Power Corporation Attn: Greg Hollingsworth Phone: (217) 466-7610

Frontier (South) Attn: Kalin Hinshaw Phone: (815) 895-1515

Metro Communications / Conxxus Attn: Lauren Sesko Phone: (217) 728-3621

Clark – Edgar Rural Water District Attn: Chastain & Associates Phone: (217) 465-5306

Electric/Gas

Electric

Telephone

Fiber Optic

Water

Throughout

Project

During Construction

The above represents the best information of the Department and is included solely for the convenience of the bidder. The applicable provisions of Articles 105.07 and 107.20 of the “Standard Specifications for Road and Bridge Construction” shall apply.

If any utility adjustment or removal has not been completed when required by the Contractor's operations, the Contractor shall notify the Engineer in writing. A request for an extension of time will be considered to the extent the Contractor's operations were affected.

LR107-4

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION

FOR

INSURANCE

Effective: February 1, 2007 Revised: August 1, 2007

All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation.

The Contractor shall name the following entities as additional insured under the Contractor’s general liability insurance policy in accordance with Article 107.27:

The entities listed above and their officers, employees, and agents shall be indemnified and held harmless in accordance with Article 107.26.

Edgar County

LR 702

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION

FOR

CONSTRUCTION AND MAINTENANCE SIGNS

Effective: January 1, 2004 Revised: June 1, 2007

All references to Sections or Articles in this specification shall be construed to mean a specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation.

701.14. Signs. Add the following paragraph to Article 701.14:

All warning signs shall have minimum dimensions of 1200 mm x 1200 mm (48" x 48") and have a black legend on a fluorescent orange reflectorized background, meeting, as a minimum, Type AP reflectivity requirements of Table 1091-2 in Article 1091.02.

LR1030‐2

State of Illinois

DEPARTMENT OF TRANSPORTATION

Bureau of Local Roads & Streets

SPECIAL PROVISION

FOR

LOCAL QUALITY ASSURANCE/ QUALITY MANAGEMENT QC/QA

Effective: January 1, 2022

Replace the first five paragraphs of Article 1030.06 of the Standard Specifications with the following:

“ 1030.06 Quality Management Program. The Quality Management Program (QMP) will be Quality Control / Quality Assurance (QC/QA) according to the following.”

Delete Article 1030.06(d)(1) of the Standard Specifications.

Revise Article 1030.09(g)(3) of the Standard Specifications to read:

“ (3) If core testing is the density verification method, the Contractor shall provide personnel and equipment to collect density verification cores for the Engineer. Core locations will be determined by the Engineer following the document “Hot-Mix Asphalt QC/QA Procedure for Determining Random Density Locations” at density verification intervals defined in Article 1030.09(b). After the Engineer identifies a density verification location and prior to opening to traffic, the Contractor shall cut a 4 in. (100 mm) diameter core. With the approval of the Engineer, the cores may be cut at a later time.”

Revise Article 1030.09(h)(2) of the Standard Specifications to read:

“ (2) After final rolling and prior to paving subsequent lifts, the Engineer will identify the random density verification test locations. Cores or nuclear density gauge testing will be used for density verification. The method used for density verification will be as selected below.

Density Verification Method Cores

Nuclear Density Gauge (Correlated when paving ≥ 3,000 tons per mixture)

Density verification test locations will be determined according to the document “Hot- Mix Asphalt QC/QA Procedure for Determining Random Density Locations”. The density testing interval for paving wider than or equal to 3 ft (1 m) will be 0.5 miles (800

m) for lift thicknesses of 3 in. (75 mm) or less and 0.2 miles (320 m) for lift thicknesses greater than 3 in. (75 mm). The density testing interval for paving less than 3 ft (1 m) wide will be 1 mile (1,600 m). If a day’s paving will be less than the prescribed density testing interval, the length of the day’s paving will be the interval for that day. The density testing interval for mixtures used for patching will be 50 patches with a minimum of one test per mixture per project.

If core testing is the density verification method, the Engineer will witness the Contractor coring, and secure and take possession of all density samples at the

X

LR1030‐2

density verification locations. The Engineer will test the cores collected by the Contractor for density according to Illinois Modified AASHTO T 166 or AASHTO T 275.

If nuclear density gauge testing is the density verification method, the Engineer will conduct nuclear density gauge tests. The Engineer will follow the density testing procedure detailed in the document “Illinois Modified ASTM D 2950, Standard Test Method for Density of Bituminous Concrete In-Place by Nuclear Method”.

A density verification test will be the result of a single core or the average of the nuclear density tests at one location. The results of each density test must be within acceptable limits. The Engineer will promptly notify the Contractor of observed deficiencies.”

Revise the seventh paragraph and all subsequent paragraphs in Section D. of the document “Hot-Mix Asphalt QC/QA Initial Daily Plant and Random Samples” to read:

“Mixtures shall be sampled from the truck at the plant by the Contractor following the same procedure used to collect QC mixture samples (Section A). This process will be witnessed by the Engineer who will take custody of the verification sample. Each sample bag with a verification mixture sample will be secured by the Engineer using a locking ID tag. Sample boxes containing the verification mixture sample will be sealed/taped by the Engineer using a security ID label.”

Storm Water Pollution Prevention Plan

BDE 2342 (Rev. 02/07/25)14

Route

Lower Terre Haute Rd Marked Route

FAS 680

Section Number

22-00137-01-RS

Project Number

R9GF(473)

County

Edgar Contract Number

91669

This plan has been prepared to comply with the provisions of the National Pollutant Discharge Elimination System (NPDES) Permit No.

ILR10 (Permit ILR10), issued by the Illinois Environmental Protection Agency (IEPA) for storm water discharges from construction site activities.

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Permittee Signature & Date

SWPPP Notes

Preparing BDE 2342 (Storm Water Pollution Prevent Plan)

Guidance on preparing each section of BDE 2342 (Storm Water Pollution Prevention Plan) is found in Chapter 41 of the IDOT Bureau of Design and Environment (BDE) Manual, please consult this chapter during SWPPP preparation Please note that the Illinois Environmental Protection Agency (IEPA) has 30 days to review the Notice of Intent (NOI) prior to project approval and any deficiencies can result in construction delays.

The Notice of Intent contains the following documents:

• BDE 2342 (Storm Water Pollution Prevention Plan)

• BDE 2342 A (Contractor Certification Statement)

• Erosion and Sediment Control Plan (See Section 63-4.09 of the BDE Manual)

Non-applicable information If any section of the SWPPP is not applicable put “N/A” in box rather than leaving blank.

National Pollutant Discharge Elimination System (NPDES) Compliance

Description of Work: This work shall consist of those efforts necessary for compliance with the requirements of the Clean Water Act, Section 402 (NPDES), and the Illinois Environment Protection Act. This provision also provides the background information needed to comply with ILR10 and ILR40 permits for this project.

Joshua Knight Digitally signed by Joshua Knight Date: 2026.05.04 16:18:42 -05'00'

BDE 2342 (Rev. 02/07/25)15

NPDES COMPLIANCE REQUIREMENTS

Part I: Site Description

1. Describe the project location; include latitude and longitude, section, town, and range.

The proposed improvement designated as Section 22-00137-01-RS, located on FAS 680 (CH 4 / Lower Terre Haute Rd) 0.3 miles Southeast of Paris, Illinois in Edgar County, from 1,806 ft south of US 150 to 400 ft south of 575th Road in Sections 7, 8, 17, 18, and 20, T13N, R11W, 3rd PM, Latitude and Longitude of 39.599372,-87.681247.

2. Describe the nature of the construction activity or demolition work.

The project will consist of a 3’ wide hot-mix asphalt shoulders (8”) with rumble strips and excavating and grading existing shoulders at locations where there is no existing shoulder, resurfacing existing 3’ wide hot-mix asphalt shoulders (2 ¾”) with rumble strips at locations where existing shoulder is present, resurfacing the existing pavement hot-mix asphalt surface course (1 ½”) and hot-mix asphalt binder course (1 ¼”), centerline rumble strips, removal and replacement of existing field tile and concrete pipe culvert, headwall removal, removal and replacement of raised reflective pavement markers, new chevrons and advance warning signs at Curve #1, pavement markings, seeding and erosion control measures.

3. Describe the intended sequence of major activities which disturb soils for major portions of the site (e.g. clearing, grubbing, excavation, grading, on-site or off-site stockpiling of soils, on-site or off-site storage of materials).

Soil disturbing activities include shoulder excavation, grading areas for foreslopes, exploration trench, concrete headwall removal, pipe culvert removal and replacement, seeding, and earthwork.

All excavated material on this project, including excavated material, concrete and asphalt, shall be hauled to the County's off-site stockpile located in the northwest quadrant of the intersection of CH 4 and CH 1.

All excavated shoulder material and excavated culvert material shall be placed in this stockpile immediately after removal. After completion of all proposed HMA shoulder work, the Contractor shall retrieve excavated embankment material from the stockpile, as needed, and distribute it throughout the project in locations as necessary and as directed by the Engineer.

4. The total area of the construction site is estimated to be 15.5 acres.

5. The total area of the site estimated to be disturbed by excavation, grading or other activities is 4.5 acres.

6. Determine an estimate of the runoff coefficient of the site after construction activities are completed.

0.67 before; 0.77(after)

7. Provide the existing information describing the potential erosivity of the soil at discharge locations at the project site.

Potentially erosive areas associated with this project are grading for earth foreslopes, and pipe culvert removal and replacement with potential runoff into drainage ditch off of the ROW lines. See #9 for soil erosivity.

Pipe Culvert Ditch Grading shall be graded as follows:

LT & RT STA 102+00.86 Grade to Drain at culvert.

8. Erosion and Sediment Control Plan (Graphic Plan) is included in the contract. Yes No

9. List all soils found within project boundaries; include map until name, slope information, and erosivity.

134B - Camden Silt Loam, 2% to 5% slopes, well drained; 134C2 - Camden Silt Loam, 5% to 10% slopes, eroded, well drained; 152A - Drummer Silty Clay Loam, 0% to 2% slopes, poorly drained; 291B - Xenia Silt Loam, Bloomington Ridged Plain 2% to 5% slopes, moderately well drained; 322B - Russell Silt Loam, Bloomington Ridged Plain, 2% to 5% slopes, well drained; 322C2 - Russell Silt Loam, Bloomington Ridged Plain, 5% to 10% slopes, eroded, well drained; 481A - Raub Silt Loam, non-densic substratum, 0% to 2% slopes, somewhat poorly drained; 496A - Fincastle Silt Loam, Bloomington Ridged Plain, 0% to 2% slopes, somewhat poorly drained; 618C2 - Senachwine Silt Loam, 5% to 10% slopes, eroded, well drained; 618C3 - Senachwine

BDE 2342 (Rev. 02/07/25)16

Silt Loam, 5% to 10% slopes, severely eroded, well drained; 618D2 - Senachwine Silt Loam, 10% to 18% slopes, well drained; 618F - Senachwine Silt Loam, 18% to 35% slopes, well drained; 618G - Senachwine Silt Loam, 35% to 60% slopes, well drained.

10. List of all MS4 permittees in the area of this project N/A

Note: For sites discharging to an MS4, a separate map identifying the location of the construction site and the location where the MS4 discharges to surface water must be included.

Part II: Waters of the US

1. List the nearest named receiving water(s) and ultimate receiving waters.

Receiving Waters: Sugar Creek and Clear Creek Ultimate Receiving Waters: Middle Wabash River

2. Are wetlands present in the project area? Yes No

If yes, describe the areal extent of the wetland acreage at the site.

N/A

3. Natural buffers:

For any storm water discharges from construction activities within 50 feet of a Waters of the United States, except for activities for water-dependent structures authorized by a Section 404 permit, the following shall apply:

(i) A 50-foot undisturbed natural buffer between the construction activity and the Waters of the United States has been provided

Yes No; and/or

(ii) Additional erosion and sediment controls within that area has been provided

Yes No; and Describe:

Part III. Water Quality

1. Water Quality Standards

As determined by the Illinois Pollution Control Board, Illinois waters have defined numeric limits of pollutants under the umbrella term “Water Quality Standards.” In the following table are commonly used chemicals/practices used on a construction site. These chemicals if spilled into a waterway, could potentially contribute to a violation of a Water Quality Standard. If other chemicals that could contribute a violation of a Water Quality Standard, add as needed.

Fertilizer (check as appropriate)

Nitrogen

Phosphorus, and/or

Potassium

Herbicide

Petroleum (gas, diesel, oil, kerosene, hydraulic oil / fluids)

Waste water for concrete washout station

Coal tar Pitch Emulsion

Other (Specify) Bit. Materials (Tack Coat) Other (Specify)

Table 1: Common chemicals/potential pollutants used during construction

If no boxes are checked in Table 1 above, check the following box:

There are no chemicals on site that will exceed a Water Quality Standards if spilled.

If any boxes are checked in Table 1 above, check the following box:

There are chemicals on site that if spilled could potentially cause an exceedance of a Water Quality Standard. The Department shall implement Pollution Prevention/Good Housekeeping Practices as described in the Department's ILR40 Discharge for Small Municipal Separate Storm Sewer Systems (MS4) reiterated below and Part VIII. Unexpected Regulated Substances/Chemical Spill Procedures:

BDE 2342 (Rev. 02/07/25)17

Pollution Prevention:

The Department will design, and the contractor shall, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants from construction activities. At a minimum, such measures must be designed, installed, implemented and maintained to:

(a) Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge.

(b) Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, chemical storage tanks, deicing material storage facilities and temporary stockpiles, detergents, sanitary waste, and other materials present on the site exposed to precipitation and to storm water.

(c) Minimize the discharge of pollutants from spills, leaks and vehicle and equipment maintenance and repair activities and implement chemical spill and leak prevention and response procedures;

(d) Minimize the exposure of fuel, oil, hydraulic fluids, other petroleum products, and other chemicals by storing in covered areas or containment areas. Any chemical container with a storage of 55 gallons or more must be stored a minimum of 50 feet from receiving waters, constructed or natural site drainage features, and storm drain inlets.