November 6, 2026 Letting

Notice to Bidders, Specifications and Proposal

Contract No. 99781 JACKSON County Section 21-00185-00-BT Route FAP 331 (Il 13) District 9 Construction Funds

Prepared by S

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.

November 6, 2026 prevailing time 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. 99781 JACKSON County Section 21-00185-00-BT Route FAP 331 (Il 13) District 9 Construction Funds

Construction of multi-use PCC path along IL 13 from Airport Rd. to County Club/ Health Department Rd. in Jackson 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 readvertise the proposed improvement, and to waive technicalities.

By Order of the Illinois Department of Transportation

Gia Biagi, Secretary

CONTRACT 99781

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

JACKSON COUNTY

FAP 331 (IL ROUTE 13)

SECTION 21-00185-00-BT

CONTRACT 99781

TABLE OF CONTENTS

LOCATION OF PROJECT 1

DESCRIPTION OF PROJECT 1

STANDARDS IN THE PLANS 1

UTILITIES 2

J.U.L.I.E. SYSTEM 4

TRAFFIC CONTROL PLAN 4

TRAFFIC CONTROL AND PROTECTION, (SPECIAL) 4

AVAILABILITY OF ELECTRONIC FILES 5

FURNISHED EXCAVATION 5

KEEPING EXISTING TRAFFIC SIGNALS IN OPERATION 6

LOCATING UNDERGROUND UTILITIES 6

MODIFY EXISTING CONTROLLER 8

MOWING 8

PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH (SPECIAL) 9

TRAFFIC SIGNAL FINAL INSPECTION 10

WELDED WIRE FABRIC 6X6 11

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES 11

INSURANCE (LR 107-4) 13

CONSTRUCTION AND MAINTENANCE SIGNS (LR 702) 14

STORM WATER POLLUTION PREVENTION PLAN 15

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 26 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022 _ 80274 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 Automated Flagger Assistance Device Jan. 1, 2008 April 1, 2023 80173 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

* 80486 Engineer’s Field Office Nov. 1, 2026 80467 53 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 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 Hot-Mix Asphalt – Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 56 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 Pavement Patching Aug. 1, 2025 80441 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 Raised Reflective Pavement Markers Nov. 1, 2025 80455 58 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 Residential Driveway Temporary Signal Nov. 1, 2025 80445 60 Seeding Nov. 1, 2022 July 1, 2026

* 80457 Short Term and Temporary Pavement Markings April 1, 2024 Nov. 1, 2026 80462 66 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 Sinusoidal Rumble Strips Jan. 1, 2026 80469 Slope Wall Aug. 1, 2025 80448 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 68 Subcontractor and DBE Payment Reporting April 2, 2018 80391 69 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019

File Name Pg. Special Provision Title Effective Revised 80463 70 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025 80482 Submission of Payroll Records – Federal Aid Contract April 1, 2026 80437 71 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 72 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 73 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2026 80458 Waterproofing Membrane System Aug. 1, 2024 80302 74 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 Wood Sign Support Nov. 1, 2023 80427 75 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026 80485 78 Work Zone Width Restriction July 1, 2026 80071 79 Working Days Jan. 1, 2002

SECTION 21-00185-00-BT

Special Provisions 1 HEI Job #5600

STATE OF ILLINOIS

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, which apply to and govern the construction of FAP 331 (IL Route 13), Section 21- 00185-00-BT, Jackson County, and in case of conflict with any part or parts of said Specifications, the said Special Provisions shall take precedence and shall govern.

ROUTE: FAP 331 (IL ROUTE 13)

SECTION: 21-00185-00-BT

COUNTY: JACKSON

CONTRACT: 99781

LOCATION OF PROJECT

This project is located in Jackson County, Illinois, approximately 3.3 miles southeast of Murphysboro, Illinois along WB IL Route 13. The project begins at Airport Road and ends just west of Country Club Road/Health Department Road.

DESCRIPTION OF PROJECT

The project length is approximately 0.60 miles. This work shall consist of the construction of a Portland cement concrete sidewalk (special) with welded wire fabric, subbase granular material, earthwork, and any other work indicated in the plans. Also included are various removal items, signs, drainage items, erosion control measures, seeding, and other related work.

STANDARDS IN THE PLANS

The Standards with the revision number listed in the list of required Standards, included in the Plans, shall hold precedence over the Standard numbers listed in the Special Provisions, or elsewhere in the plans of this contract.

UTILITIES

SECTION 21-00185-00-BT

Special Provisions 2 HEI Job #5600

Effective 1984 Revised 2/15/23

Add the following after the first paragraph of Article 105.07:

Underground utilities have been plotted from available surveys and records and, therefore, their locations must be considered approximate only. There also may be utilities for which the locations are unknown. Verification of locations of underground utilities, shown or not shown, will be the responsibility of the contractor. The following utility companies have facilities within the project limits which may require adjustment:

Name and Address of Utility

Type

Location

Estimated Adjustment

Status Ameren Illinois 1800 West Main St Marion, IL 62959 ATTN: Eric Turner Cell: (618) 751-1283 Email: Eturner@Ameren.com

ELECTRIC THROUGHOUT BEFORE OR DURING

CONSTRUCTION

Carbondale, City of 212 Wet Willow St Carbondale, IL 62902 ATTN: Robert Hardin Tel: (618) 457-3273 Email: rhardin@explorecarbondale.com

WATER &

SEWER

THROUGHOUT BEFORE OR DURING

CONSTRUCTION

Metro Communications 8 south Washington St Sullivan, IL 61951 ATTN: Mylon Rice Tel: (217) 728-9056 Cell: (618) 918-1539 Email: Mylon.Rice@Metrocomm.com

FIBER THROUGHOUT BEFORE OR DURING

CONSTRUCTION

Egyptian Electric Cooperative 10169 Old Hwy 13 Murphysboro, IL 62966 ATTN: Chris Stoner Tel: (618) 684-2143 ext No. 1135 Email: Cstoner@eeca.Coop

ELECTRIC THROUGHOUT BEFORE OR DURING

CONSTRUCTION

Frontier Communications 208 West Union St.

Marion, IL 62959 ATTN: Rick Shaw Tel: (618) 997-0253 Cell: (618) 967-5540 Email: rick.shaw@ftr.com

FIBER THROUGHOUT BEFORE OR DURING

CONSTRUCTION

SECTION 21-00185-00-BT

Special Provisions 3 HEI Job #5600

Murdale Water District PO Box 154 Carbondale, IL 62901 ATTN: Curtis Mezo Tel (618)684-8039 Cell: (618) 534-6596 Email: murdalewaterdistrict@zitomedia.com

WATER THROUGHOUT BEFORE OR DURING

CONSTRUCTION

Mediacom 1603 E. DeYoung St.

Marion, IL. 62959 ATTN: Craig Thompson Tel: (270) 703-9490 Email: cthompson@mediacomcc.com

FIBER THROUGHOUT BEFORE OR DURING

CONSTRUCTION

Murphysboro, City of 316 N. 12th Murphysboro, IL 62966 ATTN: Tim Lee Tel: (618) 684-2961 Email: Talee@murphysboro.com

WATER &

SEWER

THROUGHOUT BEFORE OR DURING

CONSTRUCTION

Zito Media ATTN: Jonathan Hale Cell: (618) 499-1682 Email: Jonathon.hale@zitomedia.com

CATV/Fiber THROUGHOUT BEFORE OR DURING

CONSTRUCTION

Illinois Department of Transportation 2801 W. Murphysboro Rd.

Carbondale, IL 62901 ATTN: Charles Cockrum Tel: (618) 351-5237 Email:Charles.Cockrum@illinois.gov

Fiber THROUGHOUT Call Charles 1 week prior to excavation to get IDOT Fiber and Traffic Signals located.

Additional utility information may be obtained by calling the “Joint Utility Location Information for Excavators” phone number, 800-892-0123. This project is located in the Carbondale Township.

Add the following after the first paragraph of Article 107.39:

The Contractor is advised that this project includes areas of highway illumination and/or signalized intersections. These areas have underground cables or conduit throughout which is to remain in service. Before driving any posts or beginning any excavation operations, the Contactor shall locate, uncover by hand and relocate any wiring which conflicts with the proposed work. Any cable or conduit which is damaged as a result of the Contractor’s operations shall be replaced by him at his expense. Replacement material and methods shall meet or exceed the original specifications for the wiring.

Splicing will not be permitted.

SECTION 21-00185-00-BT

Special Provisions 4 HEI Job #5600

J.U.L.I.E. SYSTEM

The toll-free telephone number for the Joint Utility Location Information for Excavators is 800-892-0123 or 811.

TRAFFIC CONTROL PLAN

During the entire construction period, all roadways shall be kept open to traffic as follows:

a) WB IL Route 13 and Health Department Road shall be kept open to at least one lane of traffic at all times, and to two lanes of traffic to the greatest extent possible.

b) Access to all public roads and private entrances shall be maintained during all stages of the work.

At all locations where the Contractor's equipment is required to cross the traffic lanes, traffic control and protection in accordance with Standard 701306 shall be used. The "One Lane Road Ahead" signs indicated on this standard shall be replaced with "Road Machinery Ahead" signs [W21-3(0)-48]. The cost of furnishing, erecting, maintaining, and removing the required signs shall be incidental to the contract.

TRAFFIC CONTROL AND PROTECTION (SPECIAL)

Description: This work shall consist of the furnishing, installation, maintenance, relocation, and removal of work zone traffic control and protection according to Section 701 of the Standard Specifications, the details in contract plans, and this provision.

Locations: This traffic control and protection, (special) shall be at the following locations:

a) Airport Road

b) Health Department Road

Method of Measurement: This work will be measured for payment on each basis only when the traffic control and protection applies to isolated stationary work areas and does not involve or is not a part of other protected areas.

Basis of Payment: This work shall be paid for at the contract unit price per each location for TRAFFIC CONTROL AND PROTECTION (SPECIAL).

SECTION 21-00185-00-BT

Special Provisions 5 HEI Job #5600

AVAILABILITY OF ELECTRONIC FILES

Electronic files of this project will be made available to the Contractor after the contract award. The contractor shall coordinate obtaining electronic files through the project resident engineer. If there is a conflict between the electronic files and the printed contract plans and documents, the printed contract plans and documents shall take precedence over the electronic files. The Contractor shall accept all risk associated with using the electronic files and shall hold the Department, Jackson County, and Hutchison Engineering, Inc harmless for any errors or omissions in the electronic files and the data contained therein. Errors or delays resulting from the use of the electronic files by the Contractor shall not result in an extension of time for any interim or final completion date or shall not be considered cause for additional compensation. The Contractor shall not use, share, or distribute these electronic files except for the purpose of constructing this contract. Any claims by third parties due to use or errors shall be the sole responsibility of the Contractor. The Contractor shall include this disclaimer with the transfer of these electronic files to any other parties and shall include appropriate language binding them to similar responsibilities.

FURNISHED EXCAVATION

Revised 08/02/21

In addition to the requirements of Article 107.22 and section 204, a contractor's request for approval of the furnished excavation material source shall contain:

(a) An 8 1/2" x 11" topographic map or sketch containing the dimensions of the proposed area and the locations of pertinent landmarks, the name(s) of the property owner, and the proposed depth of cut. Copies of this map may also be used for subsequent submittal required for the archeological survey of the borrow site.

The contractor shall provide access for truck mounted drilling equipment, if required, to and from and in all areas where he/she requests material investigations.

Furnished excavation which is to be used in the roadway embankment without restrictions must have more than 35% of the total sample passing the No. 200 sieve.

The soil must have a liquid limit valued of 50.0 or less and a plasticity index value of

12.0 or more as defined by the AASHTO Classification System. These soils shall be capable of obtaining the required design embankment strengths. Soils proposed by the contractor for furnished excavation or borrow which do not meet the aforementioned requirements will be assigned varying degrees of restrictions up to and including complete rejection depending on the nature and engineering properties of the material.

These restrictions, if any, will be set forth in the proposed borrow material report.

SECTION 21-00185-00-BT

Special Provisions 6 HEI Job #5600

It is anticipated that, depending upon the workload at the time, this field and laboratory investigation may take up to 10 days.

KEEPING EXISTING TRAFFIC SIGNALS IN OPERATION

The existing traffic signals located at the intersection of IL Route 13 with Country Club/Health Department Road shall remain operational during this contract. With the approval of the Department, the traffic signals may be turned off for a limited period of time. Turn off shall remain on normal weekdays between the hours of 9:00 am to 3:00

pm. Before any signalized intersection is shut down both District 9 Bureau of Operations and the local Police Department shall be notified 48 hours in advance. The Police Department shall also be given the anticipated duration of the shutdown. Prior to turning off the traffic signals, the Contractor shall erect stop signs on all intersection approaches and shall maintain the signals in flashing red operation on all approaches for the duration they remain out of normal operation. The stop signs shall be removed at the exact time the signals are returned to normal operation and shall not remain in place while the signals are operational.

This work will not be measured or paid for separately but shall be included in the cost of various items of traffic signal work and no additional compensation will be allowed.

LOCATING UNDERGROUND UTILITIES

Description: This item shall consist of the process of exposing and determining the location of existing underground utilities to avoid "blind" or obtrusive bores. This process is commonly referred to as potholing.

The Contractor shall pothole all underground utilities within project limits to the frequency as directed by the Engineer. Prior to exposing any utilities, the Contractor shall locate all applicable existing utilities as required by JULIE law and obtain any permits or approvals for access required to perform the work. The Contractor shall also establish traffic control if required by the Engineer according to applicable traffic control standards.

Methods and Equipment: The Contractor shall provide 6" diameter minimum potholes by an approved method, either hand dug or machine dug at the frequency and locations specified by the Engineer. All proposed utility crossings shall be exposed and potholed beyond the depth of the Contractor's excavation of work at that location for both inspection and verification of vertical utility clearances. The Contractor shall submit any surveyed elevation data to the Engineer to be included in the As-Built plans.

SECTION 21-00185-00-BT

Special Provisions 7 HEI Job #5600

Construction Requirements: The Contractor shall make efforts to protect all open potholes during construction activities. The Contractor shall notify the Engineer immediately if any utility is damaged during construction or if any utility conflicts with the proposed work.

Backfilling Requirements: All potholes made from utility exploration shall be pumped dry, and any mud or loose material within the space removed before backfilling. The potholes shall be backfilled as follows:

a) For potholes made within 2 ft (600 mm) of pavement, curb, gutter, curb and gutter, or stabilized shoulder, the potholes shall be backfilled with controlled low-strength material (CLSM) according to Articles 593.01, 593.02, 593.03, and 593.04.

b) For potholes made within 2 ft (600 mm) of sidewalk or aggregate surfaces, the potholes shall be backfilled with porous granular material according to Articles 207.01, 207.02, and 207.03.

c) All other potholes shall be backfilled with select material. The select material shall be from excavation or borrow, free from large or frozen lumps, clods, or rock, meeting the approval of the Engineer. The material shall be placed in lifts not exceeding 8 in. (200 mm) in depth, loose measurement, and compacted to the satisfaction of the Engineer.

Method of Measurement: Measurement for payment will be per foot per pothole as indicated or as agreed upon, directed by, or approved by the Engineer. Multiple potholes made to obtain the location of a singular utility facility to be crossed at the same location will be measured as foot per pothole per facility.

Basis of payment: This work will be paid for at the contract unit price per foot for LOCATING UNDERGROUND UTILITIES as measured from the existing ground surface to the top of the exposed utility. This price includes all labor, equipment and incidentals associated with the excavation including any survey, backfilling, or patching.

Removal and replacement of existing sidewalk, pavement, and islands only for utility locating purposes will not be paid for separately but shall be included in the contract bid price for LOCATING UNDERGROUND UTILITIES.

SECTION 21-00185-00-BT

Special Provisions 8 HEI Job #5600

MODIFY EXISTING CONTROLLER

The existing traffic signal installation shall be maintained in accordance with Article 850.

Red-lined prints, showing proposed cabinet changes, for the Country Club Road Controller Cabinet modifications, on IL Route 13 shall be submitted to District Nine, Bureau of Operations, for approval before any work is started. Three revised copies shall be furnished after the red lined prints are approved. The existing wiring diagram is available for inspection at the District Nine Bureau of Operations office in Carbondale, Illinois. The existing controller and cabinet were supplied by Eagle Signal Company.

The drawing number is TC-22152.

The modifications include the addition and installation of controls and hardware for the pedestrian indications and push buttons.

This work shall be included in the contract unit price per each for MODIFY EXISTING CONTROLLER and no additional compensation will be allowed.

MOWING

This work shall consist of mowing the roadway fore slopes of the outside lanes to the ditch line or for a width of 15' from the edge of pavement or paved shoulder, whichever is less. At intersecting roadways, the mowing shall extend to the proposed right of way for a distance of 300' on either side of the intersection. The height of the mowing shall not be more than 6". Equipment used shall be capable of completely severing all growth at the cutting height and distributing it evenly over the mowed area. The Contractor will not be required to mow continuously wet ditches and drainage ways, slopes greater than 1:2.5 (V:H), or areas which may be designated by the Engineer as not mow able.

Mowing shall be done within the project limits during the construction of the project as directed by the Engineer and prior to the final inspection of the project. Any subsequent mowing required to disperse mowed material shall be considered as included in the cost of the mowing. Debris encountered during mowing, which interferes with the mowing operation or is visible from the roadway shall be removed and disposed of according to Article 201.01 (a) and 201.10(a).

Method of Measurement: Mowing will be measured for payment in units of 100' (30 m) in horizontal distances along the roadway center line/survey line. For purposes of measurement, the quantity of units to be paid for each individual mowing is defined as the net length of the project as shown on the cover sheet of the construction plans divided by 100' (30 m). On and off ramps will not be measured separately. No allowances will be made for variations in width of mowing.

SECTION 21-00185-00-BT

Special Provisions 9 HEI Job #5600

Basis of Payment: This work will be paid for at the contract unit price per unit for

MOWING.

PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH (SPECIAL)

This work shall consist of constructing Portland cement concrete sidewalk and sidewalk accessibility ramps on a prepared subgrade according to Section 424 of the Standard Specification, this provision, the details in the contract plans, or directed by the Engineer.

This work includes constructing the thickened edge required for the bicycle railing as detailed in the plans. The thickened edge shall be continuous, extending the entire length of the bicycle railing from approximately station 309+50.00 to 311+02.00. This work will not be paid for separately but shall be considered included in the contract unit price per square foot for PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH

(SPECIAL).

General: The outside edges of the sidewalk shall be edged with an edging tool having a 1 /4-inch radius.

Curb ramps shall be constructed to the same thickness as the adjacent sidewalk with a minimum thickness of 6 inches.

Placement of Welded Wire Fabric: When reinforced concrete sidewalk is placed in two layers, the entire width of the bottom layer shall be struck off to such length and depth that the welded wire fabric mat may be laid full length on the concrete in its final position without further manipulation. Bends or kinks in individual wires, or other irregularities, shall be corrected before the sheet is laid in the sidewalk. The welded wire fabric shall then be placed directly upon the concrete, after which the top layer of the concrete shall be placed, struck off and screeded. Any portion of the bottom layer of concrete which has been placed more than 20 minutes without being covered with the top layer shall be removed and replaced with freshly mixed concrete.

When reinforced concrete is placed in one layer, the welded wire fabric shall be positioned on steel chair supports according to Article 421.04(a).

The welded wire fabric shall be placed such that the welded wire fabric in the completed sidewalk will be at the location shown on the plans with a placement tolerance of ±1 inch horizontally and vertically.

Welded wire fabric shall be free from dirt, oil, paint, grease, or other materials which could impair bond with the concrete.

SECTION 21-00185-00-BT

Special Provisions 10 HEI Job #5600

All laps between sheets shall be held firmly together by wire or clips spaced 3 ft or less apart.

Transverse Contraction Joints: The surface shall be divided by a transverse sawed joint at right angles to the centerline of the sidewalk and across the sidewalk from edge to edge. The saw cuts shall be at 10’ maximum spacing and be made to a minimum depth of ¼ of the lab thickness and completed as soon as the concrete has gained sufficient strength to prevent raveling. Tooled transverse joints will not be allowed. No slab shall be longer than 10 ft on any one side, unless otherwise directed by the Engineer.

Expansion Joints: Provide ½ inch premolded expansion joints at all fixed structures, pavement transitions, and at a maximum spacing of 50 feet, unless otherwise directed by the Engineer. Tooling of the expansion joints will not be allowed.

Protective Coat: Protective coat, when required, shall be constructed according to Article 420.18.

Method of Measurement: This work will be measured for payment according to article 424.12.

Basis of Payment: This work will be paid for at the contract unit price per square foot for

PORTLAND CEMENT CONCRETE SIDEWALK 6 INCH (SPECIAL).

Detectable warnings will be paid for at the contract unit price per square foot for

DETECTABLE WARNINGS.

Earth excavation will be paid for according to Article 202.08.

TRAFFIC SIGNAL FINAL INSPECTION

The Contractor shall request a final inspection of complete traffic signal work once completed.

The Contractor must advise the Department a minimum of 7 calendar days prior to the proposed inspection date. The Department or responsible local agency will assume maintenance responsibility 30 days after acceptance in accordance with the Master Agreements; including knockdowns, at the time that all deficiencies noted during the final inspection are corrected to the satisfaction of the Engineer. Acceptance of the controller will not be made until the requirements of Section 801 are met.

SECTION 21-00185-00-BT

Special Provisions 11 HEI Job #5600

WELDED WIRE FABRIC 6X6

Description: This work shall consist of furnishing and placing welded wire reinforcement in the Portland cement concrete sidewalk according to the details in the plans or as directed by the Engineer.

Materials: Materials shall be according to Article 1006.10 of the Standard Specifications and the following.

Item Style

a) Welded Wire Fabric ..................................................... 6x6-W4.0xW4.0

Method of Measurement: This work will be measured for payment in place and the area computed in square yards.

Basis of Payment: This work will be paid for at the contract unit price per square yard for

WELDED WIRE FABRIC 6X6.

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES

Description: This work shall consist of removal and disposal of regulated substances according to Section 669 of the Standard Specifications as revised below.

Contract Specific Work Areas: For stationing, the lateral distance is measured from the centerline, and the farthest distance is the offset distance or construction limit, whichever is less.

The following contract-specific work areas shall be monitored by the Environmental Firm for soil contamination and workers protection.

ISGS PESA 5008-10 Best Buy Auto Sales, 348 Health Department Road, Murphysboro, Jackson County

Station 314+00 to Station 322+00, 8 to 30 feet RT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(1). Contaminants of concern sampling parameters include VOCs, SVOCs, and Metals

Work Zones: Three distinct OSHA HAZPOWER work zones (exclusion, decontamination, and support) shall apply to projects adjacent to or within sites with documented leaking underground storage tank (LUST) incidents, or sites under management in accordance with the requirements of the Site Remediation Program (SRP), Resource Conservation and Recovery Act (RCRA), or Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), or as deemed

SECTION 21-00185-00-BT

Special Provisions 12 HEI Job #5600 necessary. For this project, the work zones apply to the following ISGS PESA Sites:

None.

Additional information on the contract-specific work areas listed above, collected during the regulated substances due diligence process, is available through the District’s Environmental Studies Unit (DESU).

LR107-4

State of Illinois

Department of Transportation Bureau of Local Roads and Streets

SPECIAL PROVISION

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:

Jackson County

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

LR 702

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION

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.

Q Illinois Department W of Transportation

Route

IFAP 331

Pro·ect Number

N/A

Marked Route ll1L Route 13 Coun

Jackson

Storm Water Pollution Prevention Plan

Section Number

�21-00185-00-BT

Contract Number

99781

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.

SWPPP Notes

Preparing BOE 2342 (Storm Water Pollution Prevent Plan)

Guidance on preparing each section of BOE 2342 (Storm Water Pollution Prevention Plan) is found in Chapter 41 of the IDOT Bureau of Design and Environment (BOE) 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:

• BOE 2342 (Storm Water Pollution Prevention Plan)

• BOE 2342 A (Contractor Certification Statement)

• Erosion and Sediment Control Plan (See Section 6�.09 of the BOE 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 ILR 1 O and ILR40 permits for this project.

BOE 2342 (Rev. 02/07/25)

BDE 2342 (Rev. 02/07/25) Page 2 of 11

NA

NPDES COMPLIANCE REQUIREMENTS

Part I: Site Description

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

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

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).

4. The total area of the construction site is estimated to be 2.82 acres.

5. The total area of the site estimated to be disturbed by excavation, grading or other activities is 2.82 acres.

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

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

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.

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

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.

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

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

This project is located in Jackson County, IL. The project begins at Airport Road (37°43'54.17"N, 89°14'22.22"W) and continues northwestward to approximately 1000 ft west of IL Route 13/Country Club Road intersection (37° 43'54.17"N, 89°14'22.22"W).

The project involves the construction of a 8 ft wide portland cement concrete sidewalk (special) with welded wire fabric, subbase granular material, earthwork, various removal items, drainage items, signing, seeding, and any other ancillary work as indicated in the plans. This project will be constructed in one stage. Permanent seeding, permanent riprap, temporary perimeter erosion barrier, temporary ditch checks.

Clearing, excavation, subgrade preparation, grading, on-site stockpiling, on-site material storage

Before construction=0.17 and after construction=0.35

Culvert discharge areas

122D3 - Colp silty clay loam, 10 to 18 percent slopes, severely eroded 164A - Stoy silt loam, 0 to 2 percent slopes 214B - Hosmer silt loam, 2 to 5 percent slopes 214C2 - Hosmer silt loam, 5 to 10 percent slopes, eroded 214C3 - Hosmer silt loam, 5 to 10 percent slopes, severely eroded 437B - Redbud silt loam, 2 to 5 percent slopes 801B - Orthents, silty, undulating 1843A - Bonnie and Petrolia soils, undrained, 0 to 2 percent slopes, frequently flooded 8108A - Bonnie silt loam, 0 to 2 percent slopes, occasionally flooded 8382A - Belknap silt loam, 0 to 2 percent slopes, occasionally flooded

City of Carbondale

Roadside ditches and creeks that eventually outlet into the Big Muddy River

BDE 2342 (Rev. 02/07/25) Page 3 of 11

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)

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) Page 4 of 11

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. If infeasible due to site constraints, store containers as far away as the site permits and document in your SWPPP the specific reasons why the 50-foot setback is infeasible and how the containers will be stored.

(e) The contractor is to provide regular inspection of their construction activities and Best Management Practices (BMPs). Based on inspection findings, the contractor shall determine if repair, replacement, or maintenance measures are necessary in order to ensure the structural integrity, proper function, and treatment effectiveness of structural storm water BMPs. Necessary maintenance shall be completed as soon as conditions allow to prevent or reduce the discharge of pollutants to storm water or as ordered by the Engineer. The Engineer shall conduct inspections required in Section XI Inspections, and report to the contractor deficiencies noted. These Department conducted inspections do not relieve the contractor from their responsibility to inspect their operations and perform timely maintenance;

and

(f) In addition, all IDOT projects are screened for Regulated Substances as described in Section 27-3 of the BDE Manual and implemented via Section 669: Removal and Disposal of Regulated substances in the Standard Specifications for Road and Bridge Construction.

Approved alterations to the Department's provided SWPPP, including those necessary to protect Contractor Borrow, Use and Waste areas, shall be designed, installed, implemented and maintained by the Contractor in accordance with IDOT Standard Specifications Section 280.

2. 303(d) Impaired Waterways

Does the project area have any 303(d) impaired waterways with the following impairments?

suspended solids turbidity, and or siltation

Yes No

If yes, list the name(s) of the listed water body and the impairment(s)

303(d) waterbody Impairments(s)

In addition, It is paramount that the project does not increase the level of the impairment(s) described above. Discuss which BMPs will be implemented to reduce the risk of impairment increase

3. Total Maximum Daily Load (TMDL)

Does the project include any receiving waters with a TMDL for sediment, total suspended solids, turbidity or siltation? Yes No

If yes, List TMDL waterbodies below and describe associated TMDL

TMDL waterbody TMDL

BDE 2342 (Rev. 02/07/25) Page 5 of 11

TMDL waterbody TMDL

Provide a description of the erosion and sediment control strategy that will be incorporated into the site design that is consistent with the assumptions and requirements of the TMDL

If a specific numeric waste load allocation has been established that would apply to the project's discharges, provide a description of the necessary steps to meet that allocation

Part IV. Temporary Erosion and Sediment Controls

Stabilization efforts must be initiated within 1 working day of cessation of construction activity and completed within 14 days. Areas must be stabilized if they will not be disturbed for at least 14 calendar days. Exceptions to this time frame include:

(i) Where the initiation of stabilization measures is precluded by snow cover, stabilization measures must be initiated as soon as practicable,

(ii) On areas where construction activities have temporarily ceased and will resume after 14 days, a temporary stabilization method can be used (temporary stabilization techniques must be described), and

(iii) Stabilization is not required for exit points at linear utility construction site that are used only episodically and for very short durations over the life of the project, provided other exit point controls are implemented to minimize sediment track-out.

Additionally, a record must be kept with the SWPPP throughout construction of the dates when major grading activities occur, when construction activities temporarily or permanently cease on a portion of the site, and when stabilization measures are initiated.

At a minimum, controls must be coordinated, installed and maintained to:

1. Minimize the amount of soil exposed during construction activity.

2. Minimize the disturbance of steep slopes.

3. Maintain natural buffers around surface waters, direct storm water to vegetated areas to increase sediment removal and maximize storm water infiltration, unless infeasible.

4. Minimize soil compaction and, unless infeasible, preserve topsoil.

Note: For practices below, consult relevant design criteria in Chapter 41 of the BDE Manual and maintenance criteria in Erosion and Sediment Control Field…