Letting July 31, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 74829 MOULTRIE County Section (2,2Z) RS-3 Route FAP 762 Project STP-7454(083) District 7 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. 74829 MOULTRIE County Section (2,2Z) RS-3 Project STP-7454(083) Route FAP 762 District 7 Construction Funds

1.5 miles of resurfacing with curb and gutter upgrades on IL 32 in Sullivan.

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

FAP ROUTE 762 (IL 32)

PROJECT STP-7454(083)

SECTION (2,2Z) RS-3

MOULTRIE COUNTY

CONTRACT NO. 74829

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

SECTION (2,2Z) RS-3

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

3 X EEO

4 Specific EEO Responsibilities Nonfederal-Aid Contracts 5 Required Provisions - State Contracts 6 Asbestos Bearing Pad Removal 7 Asbestos Waterproofing Membrane and Asbestos Hot-Mix Asphalt 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 X Station Numbers in Pavements or Overlays

SECTION (2,2Z) RS-3

i

TABLE OF CONTENTS

LOCATION OF PROJECT

DESCRIPTION OF PROJECT

TRAFFIC CONTROL PLAN

ACCESSIBLE PEDESTRIAN SIGNALS

ADA CURB RAMPS

BORROW AREAS, USE AREAS, AND/OR WASTE AREAS

CHANGEABLE MESSAGE SIGNS

COMBINATION LIGHTING CONTROLLER

CONCRETE CURB REPAIR

CONCRETE RETAINING WALL REMOVAL

ELECTRIC CABLE - DETECTOR LOOP LEAD-IN

ELECTRIC CABLE IN CONDUIT

FRAMES AND LIDS TO BE ADJUSTED (SPECIAL)

FULL-ACTUATED CONTROLLER AND CABINET

GULFBOX JUNCTION

HANDHOLE/DOUBLE HANDHOLE

HMA SURFACE REMOVAL

HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH

INCIDENTAL HOT-MIX ASPHALT SURFACING

INLETS TO BE RECONSTRUCTED WITH NEW TYPE 3 FRAME & GRATE

METER VAULTS TO BE ADJUSTED

PAVEMENT PATCHING STANDARD 442201

PEDESTRIAN PUSH-BUTTON POST

PROTECTING OR RESETTING SURVEY MARKERS

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES

REMOVE AND RELOCATE SIGN PANEL AND POLE ASSEMBLY

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT

RETAINING WALL REPAIRS

SERVICE INSTALLATION, TYPE A

SURFACE REMOVAL, VARIABLE DEPTH (SPECIAL)

TEMPORARY RAMP (SPECIAL)

TEMPORARY TRAFFIC SIGNAL INSTALLATION

UNDERGROUND CONDUIT

UTILITIES

ACCESSIBLE PEDESTRIAN SIGNALS (APS) (BDE)

SECTION (2,2Z) RS-3

ii

AUTOMATED FLAGGER ASSISTANCE DEVICES (BDE)

BITUMINOUS MATERIALS COST ADJUSTMENTS (BDE)

CEMENT, FINELY DIVIDED MINERALS, ADMIXTURES, CONCRETE, AND MORTAR (BDE)

COMPENSABLE DELAY COSTS (BDE)

FUEL COST ADJUSTMENT (BDE)

HOT-MIX ASPHALT (BDE)

HOT-MIX ASPHALT – LONGITUDINAL JOINT SEALANT (BDE)

LONGITUDINAL TINING (BDE)

PAVEMENT MARKING (BDE)

PAVEMENT PATCHING (BDE)

PERFORMANCE GRADED ASPHALT BINDER (BDE)

RAILROAD PROTECTIVE LIABILITY INSURANCE (BDE)

RAISED REFLECTIVE PAVEMENT MARKERS (BDE)

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE)

SHORT TERM AND TEMPORARY PAVEMENT MARKINGS (BDE)

SIGN PANELS AND APPURTENANCES (BDE)

SOURCE OF SUPPLY AND QUALITY REQUIREMENTS (BDE)

STEEL COST ADJUSTMENT (BDE)

SUBCONTRACTOR AND DBE PAYMENT REPORTING (BDE)

SUBCONTRACTOR MOBILIZATION PAYMENTS (BDE)

SUBMISSION OF BIDDERS LIST INFORMATION (BDE)

SUBMISSION OF PAYROLL RECORDS – FEDERAL AID CONTRACT (BDE)

SURFACE TESTING OF PAVEMENTS – IRI (BDE)

SURVEYING SERVICES (BDE)

TRAINING SPECIAL PROVISIONS (BDE)

IDOT TRAINING PROGRAM GRADUATE ON-THE-JOB TRAINING SPECIAL PROVISION

VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE)

WORK ZONE TRAFFIC CONTROL DEVICES (BDE)

WORK ZONE WIDTH RESTRICTION (BDE)

WORKING DAYS (BDE)

SECTION (2,2Z) RS-3

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 “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” indicated on the Check Sheet included herein, which apply to and govern the construction of FAP Route 762 (IL 32), Project STP-7454(083), Section (2,2Z) RS-3, Moultrie County, Contract No. 74829, and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.

FAP Route 762 (IL 32) Project STP-7454(083)

Section (2,2Z) RS-3 Moultrie County

Contract No. 74829

LOCATION OF PROJECT

This project is located on IL 32 from IL 121 to 1200N in Sullivan.

DESCRIPTION OF PROJECT

This project consists of patching, resurfacing, radius improvements, signal replacement, and striping. Staged construction will be utilized.

TRAFFIC CONTROL PLAN

Traffic control shall be in accordance with the applicable sections of the Standard Specifications for Road and Bridge Construction, the applicable guidelines contained in the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways, these special provisions, and any other special details and highway standards contained herein and in the plans.

Special attention is called to Articles 107.09, 107.14, and 107.15 of the Standard Specifications for Road and Bridge Construction, the following highway standards and special details relating to traffic control, and these special provisions.

Highway Standards:

SECTION (2,2Z) RS-3

701006 701011 701201 701301 701306 701311 701501 701502 701801 701901

Traffic Control and Protection, Standard 701006: This standard is used for ADA sidewalk ramp improvements, mast arm and foundation installation, traffic signal head placement, bore pits, conduit installation, and any other construction operations where any vehicles, equipment, workers, or their activities will encroach in the area 15’ to 24” from the edge of pavement.

Traffic Control and Protection, Standard 701011: This standard shall apply at any time, any vehicle, equipment, workers, or their activities require an intermittent or continuous moving operation on the shoulder, where the average speed is 1 mph.

Traffic Control and Protection, Standard 701201: This standard shall be used for construction of the sidewalk when equipment is moving to or from Hamilton St. (IL 32) to the construction area or when at any time any vehicle, equipment, workers, or their activities encroach on the lane adjacent to the shoulder, or on the shoulder within 2 feet of the edge of pavement for daylight operations exceeding one day.

Traffic Control and Protection, Standard 701301: This standard is used where any vehicle, equipment, workers, or their activities will require a short-term lane closure for less than 60 minutes.

Traffic Control and Protection, Standard 701306: This standard is used for the milling, resurfacing, and shoulder operations of the project.

Traffic Control and Protection, Standard 701311: This standard is used for pavement marking operations.

Traffic Control and Protection, Standard 701501: This standard is used for patching, milling, resurfacing, curb and gutter repair, and any other construction operations requiring a lane closure.

Traffic Control and Protection, Standard 701502: This standard is used for patching, milling, resurfacing, curb and gutter repair, and any other construction operations requiring a lane closure where there is a bidirectional left turn lane.

Traffic Control and Protection, Standard 701801: This standard is used for curb and gutter removal and replacement, ADA sidewalk ramp improvements, traffic signal items, intersection striping, and any other construction operations requiring a sidewalk or crosswalk closure within the project limits.

ACCESSIBLE PEDESTRIAN SIGNALS

This work shall consist of furnishing and installing pedestrian pushbuttons of the type specified in accordance with Section 888 and Article 1074.02 of the Standard Specifications and Accessible Pedestrian Signals (APS) (BDE), except as modified herein.

SECTION (2,2Z) RS-3

The pushbuttons shall meet ADA requirements. All pedestrian pushbuttons shall have a case and be equipped with a 2” diameter button for easy access. The push buttons shall have a yellow housing and utilize a solid-state switch or reed relay. The following model is approved within the District: Polara iNS Navigator 2-wire Push Button Station (iNS2PBS) or approved equal.

The pedestrian pushbutton shall be in a modular station assembly accommodating the size of sign listed below (9x15). The pushbutton will be part of the modular station with a four-hole mount round cover assembly. The pedestrian pushbutton installation shall include all crossing signs and hardware required to mount the pedestrian pushbutton. All hardware shall be of stainless-steel construction. All bolts shall be hex head, and no self tapping/drilling screws will be allowed. Anti-seize paste shall be installed on all fasteners.

Signs for pedestrian pushbuttons shall be MUTCD sign R10-3e. All signs shall not be digitally printed.

This work will be paid for at the contract unit price per EACH for ACCESSIBLE PEDESTRIAN

SIGNALS.

ADA CURB RAMPS

This work shall consist of constructing a PCC sidewalk in accordance with Section 424 and Section 606 of the Standard Specifications, except as described herein.

All pedestrian facilities and shared use paths on this project must be constructed according to Public Rights-of-Way Accessibility Guidelines (PROWAG). The appropriate pedestrian ramp details for each quadrant are included in the plans. The Engineer may provide additional details to those provided in the plans that meet the PROWAG guidelines as the need arises and field conditions dictate.

Pedestrian facilities must be constructed to meet the following criteria:

(1) Pedestrian Access Routes (PAR) must be constructed to meet the following:

• 5 feet typical width (4 feet minimum)

• A maximum cross slope of 2.0%. (1.5% preferred)

• Vertical discontinuities must be less than 0.25 inches.

• Must provide positive drainage to prevent ponding and maintain existing drainage flow patterns unless indicated otherwise in the plans.

• All grade breaks shall be constructed perpendicular to the path of travel.

(2) Landings are part of the PAR and must be constructed to meet the following:

• 5 feet by 5 feet typical (4 feet by 4 feet minimum)

• Maximum slope of 2.0% in all directions. (1.5% preferred)

• Required at all locations where the PAR changes directions.

• Must be connected to the PAR

To ensure that the pedestrian facilities are constructed in compliance with PROWAG, the Contractor shall follow the construction sequence at each quadrant:

SECTION (2,2Z) RS-3

(1) The Contractor shall use the appropriate ramp details in the plans to determine if the removal limits for the sidewalk and curb and gutter are adequate.

(2) The Contractor shall verify the proposed curb flow lines will provide positive drainage as well as maintain existing drainage patterns including existing gutter flows. The curb and gutter shall be constructed as detailed in the plans with a defined flow line and no vertical discontinuities in the PAR.

(3) All landings/turning spaces shall be formed and placed separately in an independent concrete pour prior to placement of curb ramps and sidewalk. All necessary subgrade preparation for the entire quadrant shall be done before the landings/turning spaces are constructed. Tie bars will be required as shown in the plan detail. The tie bars will not be paid for separately.

(4) After the landings have been constructed, the Contractor will be allowed to form and pour the remaining curb ramps/sidewalks.

(5) If at any time the Contractor determines that the requirements of PROWAG cannot be met, the Contractor shall meet with the Engineer to determine the best solution. Once the Engineer and the Contractor reach agreement on how to proceed, the Contractor may proceed with the curb ramp/sidewalk pour.

The Contractor may confer with the Engineer for guidance in laying out the proposed work, but it will be the Contractor's responsibility to ensure the proposed work meets all the requirements of this special provision. This layout includes, but is not limited to, placement of grade breaks, curb transitions, gutter flow lines, truncated dome placement, crosswalk marking placement, flares, landing limits, and ramp limits. Any inspection or checking of the Contractor’s layout and the acceptance of any part of it shall not relieve the Contractor of their responsibility to secure proper dimensions, grades, and elevations. It is important that the Contractor layout this work properly to achieve the construction of a compliant pedestrian facility.

Sidewalk joints shall be placed according to Section 424.06 of the Standard Specifications. A sidewalk joint will be required at all grade breaks within the PAR. The top grade break of walkable flares shall require a visual joint to indicate a change in grade. The Contractor shall have the option of providing saw cuts to construct all sidewalk joints and the gutter joints within the PAR.

If the Contractor constructs any pedestrian or shared-use trail facilities that are not per plan, do not meet PROWAG, or do not follow the agreed upon resolution between the Engineer and the Contractor; the Contractor will be responsible for correcting the deficient facilities with no compensation paid for the corrective work.

Tie bars are required for the landings as shown on the plan detail. They shall be #4 bars 30” in length.

This work will not be paid for separately but shall be considered included in the cost for Portland Cement Concrete Sidewalk, of the thickness specified and for Combination Concrete Curb and Gutter, of the type specified.

BORROW AREAS, USE AREAS, AND/OR WASTE AREAS

SECTION (2,2Z) RS-3

In addition to the provisions contained in Article 107.22 of the Standard Specifications, the Contractor shall submit all required documents to the District electronically. All photos shall be in color.

SECTION (2,2Z) RS-3

CHANGEABLE MESSAGE SIGNS

This work shall be completed in accordance with Section 701 of the Standard Specifications, the Supplemental Specifications, and the following additional requirements.

The changeable message signs to be installed under this item are to be used as advanced notification of the impending work. The Engineer will determine the messages to be displayed.

Three changeable message signs will be required for this project, one for each approach to the project on IL 121 and one for the south approach on IL 32. The Engineer will determine the exact locations of the changeable message signs.

The changeable message signs shall be in place a minimum of 14 days directly prior to the commencement of work that requires a lane closure. The Contractor will not be permitted to have any lane closures without the 14 day notice using the changeable message signs, unless approved by the Engineer. This 14 day notice is considered to be part of the Contractor’s approved work schedule. Delays caused by failure to provide the required notice shall not be considered justification for a change in the working days allowed on the contract.

The maximum pay for this pay item is 14 calendar days per message sign. If the Contractor delays their start date, the message signs shall remain in place until lane closures are necessary and work commences. No payment will be made for any days beyond the 14 day maximum.

COMBINATION LIGHTING CONTROLLER

This work shall consist of furnishing and installing a photocell with integral surge arrester, 3-position selector switch (H-O-A), terminal/splice blocks, and 30 Amp lighting contactor (120V) in the traffic signal cabinet to control the operation of the combination lighting units.

A 120 Volt 20 Amp circuit breaker shall be installed inside the traffic signal controller connected to the load side of the main circuit breaker, to serve the roadway lighting, per Section 1068.01(e)(3) of the Standard Specifications. The circuit breaker shall be clearly labeled for lighting according to Article 1068.01(f) of the Standard Specifications.

Install all lighting components as shown on plans, independent of the traffic signal components on one side of the cabinet and label as “LIGHTING”. The under-eave photocell shall be mounted on the traffic signal controller cabinet, per Section 1068.01(e)(2) of the Standard Specifications. Furnish and install all wiring between components to make a fully functional lighting control system for the combination lights.

This work will be paid for at the contract unit price per EACH for COMBINATION LIGHTING CONTROLLER, which shall be payment in full for all labor, materials, and equipment required to complete the installation.

SECTION (2,2Z) RS-3

CONCRETE CURB REPAIR

This work consists of the repair of the existing concrete curb at the locations shown in the plans, as directed by the Engineer, and in accordance with Sections 440 and 606 of the Standard Specifications. Existing concrete curb to be repaired under this pay item is broken or otherwise damaged. The replacement curb should match the original configuration/cross section.

This work will be paid for at the contract unit price per FOOT for CONCRETE CURB REPAIR, which shall include all equipment, labor and material required to complete the work.

CONCRETE RETAINING WALL REMOVAL

This work shall consist of the complete removal and satisfactory disposal of all concrete retaining walls shown in the removal plans or as determined by the Engineer. This work shall be done in accordance with applicable Articles of Section 501 of the Standard Specifications. Materials resulting from the removal operations shall be disposed of according to Article 202.03

This work will be paid for at the contract unit price per CUBIC YARD for CONCRETE RETAINING WALL REMOVAL, which price shall include all labor, equipment, and material to complete the work. No additional compensation will be allowed.

ELECTRIC CABLE - DETECTOR LOOP LEAD-IN

This work shall consist of furnishing and installing electric cable in conduit in accordance with Sections 873 and 1076.04 of the Standard Specifications, except as described herein.

Incoming detector loop wires shall not extend more than 2 inches from the protective shielding.

The crimp-on connectors for incoming detector loop wires shall also be soldered. All detector loops shall be connected in parallel. All lead in cables shall be clearly identified and documented.

This work will be paid for at the contract unit price per FOOT for ELECTRIC CABLE, of the type, size, and number of conductors specified.

ELECTRIC CABLE IN CONDUIT

This work shall consist of furnishing and installing electric cable in conduit in accordance with Sections 873 and 1076.04 of the Standard Specifications, except as described herein. The conductors shall be solid copper.

This work will be paid for at the contract unit price per FOOT for ELECTRIC CABLE IN CONDUIT, of the type, size, and number of conductors specified.

SECTION (2,2Z) RS-3

FRAMES AND LIDS TO BE ADJUSTED (SPECIAL)

This work shall consist of adjusting frames and lids for drainage and utility structures located within the pavement area in accordance with Section 603 of Standard Specifications. After the casting have been adjusted, the surround space shall be filled with class SI concrete. No other material shall be used.

This work will be paid for at the contract unit price per EACH for FRAMES AND LIDS TO BE

ADJUSTED (SPECIAL).

FULL-ACTUATED CONTROLLER AND CABINET

This work shall consist of furnishing and installing a full-actuated controller and cabinet of the type specified, in accordance with Section 857 and Articles 1073.01 and 1074.03 of the Standard Specifications except as described herein.

This shall include a copy of the latest version of software for programing the controller. Software shall be installed on the department’s laptop. This shall also include any necessary cables that connect the laptop to the installed controller.

The vendor will be required to program the controllers prior to installation based on the timing data provided by IDOT District 7. The timing data will be provided to the Contractor at the preconstruction meeting. The vendor for the traffic signal controllers will also be responsible for proper operation of the traffic signal controllers following installation.

Any adapters or software necessary to allow the controller to fully function with existing signals shall be included with the controller, and no additional payment will be allowed.

This work will be paid for at the contract unit price per EACH for FULL-ACTUATED CONTROLLER AND CABINET, of the type specified.

GULFBOX JUNCTION

This work shall consist of furnishing and installing a gulfbox junction in accordance with Section 815 and Articles 1088.07 of the Standard Specifications, except as described herein.

The box and cover shall be made of composite concrete. The box shall be bottomless and 10” wide, 15” long, and 18” deep. All covers shall be rated a minimum of tier 22.

This work will be paid for at the contract unit price per EACH for GULFBOX JUNCTION.

SECTION (2,2Z) RS-3

HANDHOLE/DOUBLE HANDHOLE

This work shall consist of furnishing and installing a handhole or double handhole in accordance with Section 814 and Articles 1088.05 of the Standard Specifications, except as described herein.

The frame and cover shall be constructed of a polymer concrete and reinforced with a heavy-weave fiberglass cloth. The nominal dimensions of the handhole shall be a minimum 17”(W) x 30”(L) x 36”(D), and the nominal dimensions of the double handhole shall be a minimum 30”(W) x 48”(L) x 36”(D).

The cover shall contain the legend “TRAFFIC SIGNALS” and shall be held down by two stainless steel hex head bolts. The cover shall contain two recessed lift pins. The cover for a double handhole shall be a split lid, two-piece cover. All covers shall be rated a minimum of tier 22.

This work will be paid for at the contract unit price per EACH for HANDHOLE or DOUBLE

HANDHOLE, COMPOSITE CONCRETE.

HMA SURFACE REMOVAL

The intent of the milling is to completely remove the existing surface course and roughen the remaining layer. Slight variations may exist in the existing surface course, and the nominal thickness might not be consistent throughout the project. The Contractor shall adjust the milling depth or make a second pass to eliminate scabbing and ensure that all existing surface course material is removed.

This work will not be paid for separately but shall be included in the cost of the HMA Surface Removal pay item.

HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH

This work shall consist of the removal of the HMA surfaces of the existing mainline pavement transitioning from Hot-Mix Asphalt Removal 2 ½” to Hot-Mix Asphalt Removal 1 ½”. The material types of milling will be indicated on the plans. The milling depth shall vary as shown on the plans.

This work will be paid for at the contract unit price per SQUARE YARD for HOT-MIX ASPHALT

SURFACE REMOVAL, VARIABLE DEPTH.

INCIDENTAL HOT-MIX ASPHALT SURFACING

This work shall be done in accordance with Section 408 of the Standard Specifications. Except, bituminous materials (tack coat) and the fine aggregate to cover the tack coat will not be measured for payment but will be included in the cost for Incidental Hot-Mix Asphalt Surfacing.

SECTION (2,2Z) RS-3

INLETS TO BE RECONSTRUCTED WITH NEW TYPE 3 FRAME & GRATE

The Contractor shall reconstruct the existing inlet in accordance with the applicable portions of Section 602 of the Standard Specifications except that the existing frame and grate shall be replaced with a new type 3 frame & grate.

This work will be paid for at the contract unit price per EACH for INLETS TO BE RECONSTRUCTED WITH NEW TYPE 3 FRAME & GRATE, which price shall include furnishing and setting the new frame and grate and all other materials and labor necessary to complete this work.

METER VAULTS TO BE ADJUSTED

This work shall consist of adjusting existing meter vaults at the locations shown on the plans according to Section 602 of the Standard Specifications for Road and Bridge Construction.

This work will be paid for at the contract unit price per EACH for METER VAULTS TO BE ADJUSTED, which price shall include the adjustment of existing meter vaults, resetting the frame and grate or lid, and excavation and backfilling.

PAVEMENT PATCHING STANDARD 442201

This work shall be done in accordance with Section 442 of the Standard Specifications and as shown on Standard 442201. Except, no triangular patches shall be allowed, and the minimum dimension on all patches shown shall be 4 feet.

PEDESTRIAN PUSH-BUTTON POST

This work shall consist of furnishing and installing pedestrian push-button posts of the type and material specified, in accordance with Section 876 of the Standard Specifications, except as described herein. The pedestrian push-button post shall be galvanized steel unless otherwise specified in the plans.

This work will be paid for at the contract unit price per EACH for PEDESTRIAN PUSH-BUTTON POST of the type and material specified.

SECTION (2,2Z) RS-3

PROTECTING OR RESETTING SURVEY MARKERS

Description. This work shall consist of protecting or resetting existing survey markers and existing survey marker vaults at the locations shown on the plans and as described in Section 105.09 and

107.20 of the Standard Specifications. Survey markers may consist of property corners, section corners, subsection corners, or existing permanent survey markers.

Construction Requirements. Existing survey markers that have the potential to be impacted as part of construction operations are listed in the plans. If any additional survey markers are discovered in the field, the Contractor shall notify the Engineer so they can be documented by District 7 Surveys prior to being removed. The Contractor shall give the Engineer 7 days’ notice prior to the disturbance or removal of any marker. Existing survey marker vaults to remain in place shall be adjusted so the cover is ¼” below the final pavement elevation.

Property Corners, Section Corners, and Subsection Corners. For those to be reset outside the paved surface, a 5/8 inch diameter by minimum 30 inch long reinforcement bar and a cap shall be installed. Section Corners and subsection corners shall use a 1 7/8 inch diameter corrosion-resistant aluminum survey cap of a design compatible with the reinforcement bar for a solid, tight fit after installation. Property corners shall use a plastic survey cap.

For those to be reset within the paved surface, a type 1 survey marker shall be installed in accordance with Section 667 of the Standard Specifications and as shown on Standard 667101.

At locations where an existing survey marker vault and cover assembly is to be removed, the open void left over the existing survey point located in the vault shall be filled with cold mix HMA, with the original survey point and surrounding PVC sleeve (if one exists) to remain. Once paving operations are completed, a new type I survey marker shall be placed on the surface over the original survey point, in accordance with Section 667 of the Standard Specifications and as shown on Standard 667101. In the event that paving operations will affect the original survey point and provisions are not specified in the plans, the Engineer will coordinate with the District 7 Chief of Surveys prior to work being performed to determine the appropriate work needed.

Upon completion of the final surface, the Engineer shall contact the District 7 Chief of Surveys to mark the locations of the survey markers that were disturbed during construction. The Contractor will be responsible for providing the traffic control necessary for district survey personnel to lay out the affected survey markers and setting the new survey marker.

Permanent Survey Markers. Permanent survey markers to be reset shall be in accordance with Section 667 of the Standard Specifications and as shown on Standard 667101.

Basis of Payment. The work for protecting or resetting survey markers as well as furnishing any new type 1 survey markers needed at these locations will be paid for at the contract unit price per EACH for PROTECTING OR RESETTING SURVEY MARKERS The cost incurred by the Contractor to provide the traffic control required for District 7 survey personnel to lay out any disturbed survey markers as part of construction operations shall be considered as included in the contract unit bid prices for the various items of work involved, and no additional compensation will be allowed.

SECTION (2,2Z) RS-3

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES

Description. This work shall consist of the 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 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 Site 4662-5 – Commercial Building, 7 N. Hamilton Street and 200 W. Harrison Street, Sullivan, Moultrie County, Illinois

• Station 141+71 to Station 142+05, 18 to 45 feet LT. 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.

ISGS Site 4662-7 – First United Methodist Church, 216 W. Jefferson Street, Sullivan, Moultrie County, Illinois

• Station 138+87 to Station 139+24, 17 to 48 feet LT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of concern sampling parameters include: VOCs, SVOCs and

ISGS Site 4662-8 – Sullivan Fire Protection District, 115 W. Harrison Street, Sullivan, Moultrie County, Illinois

• Station 141+00 to Station 141+46, 21 to 60 feet RT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article 669.05(a)(5). Contaminants of concern sampling parameters include: VOCs, SVOCs and Metals.

• Station 139+02 to Station 139+21, 18 to 41 feet RT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article

ISGS Site 4662-9 – Parking Lot, 205 to 219 W. Jefferson Street, Sullivan, Moultrie County, Illinois

• Station 138+25 to Station 138+61, 17 to 40 feet LT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article

ISGS Site 4662-10 – Commercial Building, 104 S. Hamilton Street, Sullivan, Moultrie County, Illinois

• Station 138+25 to Station 138+47, 17 to 42 feet RT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article

SECTION (2,2Z) RS-3

ISGS Site 4662-11 – Commercial Building, 111 S. Hamilton Street, Sullivan, Moultrie

• Station 136+16 to Station 136+39, 17 to 49 feet LT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article

ISGS Site 4662-12 – Vacant Lot, 112 S. Hamilton Street, Sullivan, Moultrie County, Illinois

• Station 136+16 to Station 136+36, 17 to 32 feet RT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article

ISGS Site 4662-16 – Sullivan Fast Stop, 305 S. Hamilton Street, Sullivan, Moultrie County, Illinois

• Station 132+91 to Station 133+28, 17 to 47 feet LT. 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.

• Station 133+05 to Station 133+65, 0 to 40 feet RT, 0 to 38 feet LT. 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.

• Station 133+12 to Station 133+61, 0 to 33 feet RT, 0 to 23 feet LT. 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.

• Station 132+98 to Station 133+02, 29 feet LT to 34 feet RT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article

ISGS Site 4662-21 – Casey’s Gasoline Station, 320 S. Hamilton Street, Sullivan, Moultrie

• Station 129+72 to Station 129+96, 21 to 32 feet RT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article

ISGS Site 4662-25 – Lakelander Plaza, 431 to 435 S. Hamilton Street, Sullivan, Moultrie

• Station 125+03 to Station 125+28, 22 to 32 feet LT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article

SECTION (2,2Z) RS-3

ISGS Site 4662-25 – Lakelander Baptist Church, 412 S. Hamilton Street, Sullivan, Moultrie County, Illinois

• Station 125+14 to Station 125+87, 23 to 29 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.

• Station 125+97 to Station 126+14, 20 to 28 feet RT. The Engineer has determined this material meets the criteria of and shall be managed in accordance with Article

Work Zones. Three distinct OSHA HAZWOPER 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);

Comprehensive Environmental Response, Compensation and Liability Act (CERCLA); or as deemed necessary. For this project, the work zones apply for 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).

REMOVE AND RELOCATE SIGN PANEL AND POLE ASSEMBLY

This work shall consist of removing six existing sign panel assemblies and relocating them to the ground mount locations shown in the plans.

This work will be paid for at the contract unit price per EACH for REMOVE AND RELOCATE SIGN PANEL AND POLE ASSEMBLY, which includes all labor, material and equipment needed to complete the work.

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT

This work shall consist of the removal of various existing items of traffic signal and pedestrian signal equipment at one intersection along IL 32 & Water St. All work shall be done in accordance with Section 895 of the Standard Specifications except as described herein. The list of removal items is listed on each individual intersection in the plans.

The following salvaged items removed shall become the property of the City of Sullivan. The Contractor shall contact the City Street Department at 217-728-7821 to arrange for delivery of said items.

• All traffic signal post that are being replaced.

• All mast arms and posts that are being replaced

• All pedestrian push buttons and ped. heads that are being replaced.

SECTION (2,2Z) RS-3

• All traffic signal heads that are being replaced.

• All traffic controllers

• The City of Sullivan reserves the right to identify additional items for savage.

All remaining salvaged items removed shall become the property of the Contractor.

This work will be paid for at the contract unit price per EACH for REMOVE EXISTING TRAFFIC

SIGNAL EQUIPMENT

RETAINING WALL REPAIRS

This work shall consist of repairing the retaining wall structure at the southeast corner of Monroe St and IL 32 in such a manner that the color and form (curved top) of the repaired areas to match the existing retaining wall.

This work shall not be measured for payment but shall be included in the cost of the Concrete Structures (Retaining Wall).

SERVICE INSTALLATION, TYPE A

This work shall consist of furnishing and installing type A service in accordance with Section 805 and Articles 1086.02 of the Standard Specifications except as described herein.

In lieu of the service pole, a meter base will be installed next to the controller cabinet, and an underground service will be provided from the closest point of delivery to the meter. The meter base will be built in accordance with the attached electric power provider’s details.

A No. 6 1/C equipment grounding conductor shall be provided from the traffic signal cabinet to the point of interconnection. This shall be included with the service installation.

SECTION (2,2Z) RS-3

This work will be paid for at the contract unit price EACH for SERVICE INSTALLATION, TYPE A.

SECTION (2,2Z) RS-3

SURFACE REMOVAL, VARIABLE DEPTH (SPECIAL)

This work shall consist of the removal of the oil and chip, HMA or PCC surfaces of the entrances in preparation for subsequent resurfacing. The material types of the entrances and the length of the milling will be indicated on the plans. The milling depth shall vary as shown on the plans.

This work will be paid for at the contract unit price per SQUARE YARD for SURFACE REMOVAL, VARIABLE DEPTH (SPECIAL).

TEMPORARY RAMP (SPECIAL)

Temporary ramps shall be constructed using HMA along entrances and side roads as determined by the Engineer. Temporary ramps will be required after the HMA surface removal operation has been performed and any subsequent HMA resurfacing operation that results in an elevation difference greater than 1 ½”. The ramps shall be placed immediately upon completion of the removal operation or initial lift of HMA and removed just prior to the next resurfacing operation.

The width of the ramps shall be 2 feet.

This work will be paid for at the contract unit price per SQUARE YARD for TEMPORARY RAMP (SPECIAL), which shall include the removal of the temporary ramps.

TEMPORARY TRAFFIC SIGNAL INSTALLATION

This work shall consist of furnishing, installing, maintaining, and removing a temporary traffic signal installation in accordance with Section 890 of the Standard Specifications except as described herein. The installation shall include the wood poles, electrical cable, signal heads, backplates, span wire, tether wire, and all associated hardware to complete the installation. The traffic signal cabinet and controller shall be according to NEMA standards for traffic control systems.

The vehicle detection shall be a microwave-based motion or video detection used to detect vehicles, motorcycles, and bicycles. It shall be capable of sending a signal representative of a loop type detector in a presence mode to a traffic controller device. The sensor shall operate in the field under harsh environments and shall be immune to the effects of weather, sun rays, night problems, and headlight glare. It shall not be necessary to mount any hardware in the roadway.

The sensor shall be immune to all privacy issues.

All temporary traffic signal installations shall be installed as shown on the plans or as directed by the Engineer. Microwave vehicle sensors or video vehicle detection shall be approved by IDOT prior to Contractor furnishing and installing. The Contractor shall install, wire, and adjust the alignment of the microwave vehicle sensor or video vehicle detection in accordance with the manufacturer’s recommendations and requirements. The Contractor shall be responsible for adjusting the alignment of the microwave vehicle sensor or video vehicle detection system for all construction staging changes and for maintaining proper alignment throughout the project.

SECTION (2,2Z) RS-3

This work will be paid for at the contract unit price per EACH for TEMPORARY TRAFFIC SIGNAL

INSTALLATION.

UNDERGROUND CONDUIT

This work shall consist of furnishing and installing a conduit of the type and size specified, in accordance with Section 810 of the Standard Specifications except as described herein.

When PVC is specified, the substitution of coilable nonmetallic conduit, in accordance with Article 1088.01(c), in place of the PVC conduit of the size and type specified in the plans is permitted with no change in compensation for this item. When PVC conduit is required to be spliced to steel conduit sections, a heavy wall set screw connector with a PVC female adapter shall be installed and sealed by duct seal and plastic tape.

A ¼” polypropylene pull rope shall be installed in all conduit runs exceeding 20 feet. A minimum of 2 feet of rope shall be provided at each end of a conduit run.

This work will be paid for at the contract unit price per FOOT for UNDERGROUND CONDUIT, of the size and type specified.

UTILITIES

Name/Address of Utility Company Type Location of conflict Est. Date of Relocation

Frontier Communications Att: Chris Hilliard

Phone: 618-499-4959 Email: Chris.D.Hilliard@ftr.com

Fiber

Eden Street Fiber Marker @ Sta 119+86 Lt Fiber Sta 119+61 - 120+04 Lt.

22.0'

Hawthorne Sta 59+02 to 59+75 Rt. 44.7'

Prior to Construction

Metro Communications Att: Brandon Clawson Phone: 217-259-5508 Fiber

Hawthorne 59+02 to 59+75 Rt. 38.8' & 40.8' Handhole @ 59+69

Prior to Construction

MediaCom Att: James Stone

Phone: 845-587-2492 Email: jstone@mediacomcc.com

Cable

Attached to City of Sullivan's electric poles. Will coordinate to relocate at both Water Street and Eden Street.

Water Street Pole & Guy Wire @ Sta 133+86 Rt Handhole @ Sta 133+25 Rt. 21.1'

Prior to Construction

SECTION (2,2Z) RS-3

City of Sullivan Att: Doug Shook-Comm.of Streets & Pub Improvements

Phone: 217-821-2690 or 217-728-7821 Email: dshook@sullivanil.us

Gas Department: Nate Herschberger 217-412-9296 Water & Sewer Department: Mike Cain 217-620-1410

Electric Department: Chris Parsons 217-728-7815

Electric Gas Sewer Water

Harrison Street Water Valve Adjust Sta 141+89 Rt. 41.0'

Jefferson Street Sani MH Adjust Sta 138+75 LT 19.12'

Adams Street Gas Valve Adjust Sta. 135+72 Rt.

23.9'

Water Street Pole & Guy Wire @ Sta 133+40 Rt 51' Pole & Guy Wire @ Sta 133+14

RT 46.2'

Guy Wire @ Sta 132+75 Rt. 22.3' Pole @ Sta 133+11 Lt. 37.1' Water Valve Adjust Sta 133+05 Rt 13' Gas Valve Adjust Sta 133+18 Rt.

39.2' Water Valve Adjust Sta 133+05 Rt. 13.8' Sani MH Adjust Sta 133+25 Lt.

21.1' Gas Main 132+84 - 134+36 Rt.

35.0' Gas Main 133+18 Lt 46.8' to Rt.

118.0' Water Main 133+53 Lt. 46.8' to Rt. 118.0' Water Main 133+13 to 133+43 Rt.

12.6' Sani Sewer 133+25 Lt. 46.8' to Rt. 118.0' Sani Sewer 132+87 to 133+75 Lt.

21.4'

Eden Street Pole & Guy Wire @ Sta 119+86 Lt 21.7' Pole & Guy Wire @ Sta 120+13 Lt 41.3' Sani MH Adjust Sta 120+22 Lt.

6.0' Gas Main 120+17 Lt 18.7' to Lt.

73.4' Water Main 120+19 Lt. 18.7' to Lt.

73.4' Sani Sewer 120+22 Lt. 18.7' to Lt.

73.4'

SECTION (2,2Z) RS-3

City of Sullivan (Continued)

Sani MH Adjust Sta. 122+12 Lt.

8.0' Gas Valve Adjust Sta 118+61 Rt.

38.4' Sani MH Adjust Sta. 111+56 Lt.

9.5' Water Valve Adjust Sta. 40+78 Rt. 23.7' Water Valve Adjust Sta. 40+65 Rt. 38.3' Water Valve Adjust Sta. 40+53 Lt.

20.5' Water Valve Adjust Sta. 40+32 Rt. 29.6' Sani MH Adjust Sta. 40+71 Lt.

10.3'

Hawthorne Ave Gas Main 59+02 to 59+75 Rt.

46.5

Prior and During Construction

Moultrie County Rural Water Att: Rich Reynolds

Phone: 217-728-8842 Email: mcrpwd@wireless111.com Water For Contact Info

SECTION (2,2Z) RS-3

ACCESSIBLE PEDESTRIAN SIGNALS (APS) (BDE)

Effective: April 1, 2003 Revised: January 1, 2022

Description. This work shall consist of furnishing and installing accessible pedestrian signals (APS). Each APS shall consist of an interactive vibrotactile pedestrian pushbutton with speaker, an informational sign, a light emitting diode (LED) indicator light, a solid-state electronic control board, a power supply, wiring, and mounting hardware. The APS shall meet the requirements of the MUTCD and Sections 801 and 888 of the Standard Specifications, except as modified herein.

Electrical Requirements. The APS shall operate with systems providing 95 to 130 VAC, 60 Hz and throughout an ambient air temperature range of -29 to +160 °F (-34 to +70 °C).

The APS shall contain a power protection circuit consisting of both fuse and transient protection.

Audible Indications. A pushbutton locator tone shall sound at each pushbutton and shall be deactivated during the associated walk indication and when associated traffic signals are in flashing mode. Pushbutton locator tones shall have a duration of 0.15 seconds or less and shall repeat at 1-second intervals. Each actuation of the pushbutton shall be accompanied by the speech message “Wait”.

If two accessible pedestrian pushbuttons are placed less than 10 ft (3 m) apart or placed on the same pole, the audible walk indication shall be a speech walk message. This message shall sound throughout the WALK interval only. The verbal message shall be modeled after: “’Street Name.’ Walk Sign is on to cross “Street Name’.” For signalized intersections utilizing exclusive pedestrian phasing, the verbal message shall be “Walk sign is on for all crossings”. In addition, a speech pushbutton information message shall be provided by actuating the APS pushbutton when the WALK interval is not timing. This verbal message shall be modeled after: “Wait. Wait to cross ‘Street Name’ at ‘Street Name’”.

Where two accessible pedestrian pushbuttons are separated by at least 10 ft (3 m), the walk indication shall be an audible percussive tone. It shall repeat at 8 to 10 ticks per second with a dominant frequency of 880 Hz.

Automatic volume adjustments in response to ambient traffic sound level shall be provided up to a maximum volume of 100 dBA. Locator tone and verbal messages shall be no more than 5 dB louder than ambient sound.

At locations with railroad interconnection, an…