ildot 66863-01X.pdf

Letting July 31, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 66863 KANKAKEE County Section (46-3)R,HBK-1&[(46-3)HB-5]HB-1 Route FAI 57, FAP 330 Project NHFP-BR-NHPP-BSGY(427) District 3 Construction Funds

Prepared by F

Checked by

(Printed by authority of the State of Illinois)

01X

FOR REVIEW & INSPECTION ONLY

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. 66863 KANKAKEE County Section (46-3)R,HBK-1&[(46-3)HB-5]HB-1 Project NHFP-BR-NHPP-BSGY(427) Route FAI 57, FAP 330 District 3 Construction Funds

This project is located on FAI 57 (I-57) at IL-17 interchange in Kankakee. Work consists of reconstructing the interchange to provide a single point urban diamond interchange. The proposed interchange will accommodate a future six lane section on I-57. Bridges SN 046-0006 (NB) & SN 046- 0007 (SB) will be replaced with SN 046-0154, and SN 046-0005 carrying the KB&S RR over I-57 with SN 046-9904. The work consists of reconstruction of 1.6 miles of I-57, and 0.73 miles of IL 17. Work includes pavement reconstruction, retaining walls, noise walls, sign structures, drainage replacement, traffic signals, and other associated items.

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

FAI Route 57 (I-57) & FAP Route 330 (IL 17) Project NHFP-BR-NHPP-BSGY(427)

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1 Kankakee County

Contract No. 66863

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 (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

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 X 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 X 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 X 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 (46-3)R,HBK-1 & [(46-3)HB-5]HB-1 i

TABLE OF CONTENTS

LOCATION OF PROJECT

DESCRIPTION OF PROJECT

STATUS OF UTILITIES TO BE ADJUSTED:

UTILITY RELOCATIONS AND DELAYED START DATE

COORDINATION WITH RIVER VALLEY METRO

COORDINATION WITH FAA

WINTER STAGING

KB&S RAILROAD CLOSURE

RIGHT OF ENTRY TO KANKAKEE, BEAVERVILLE & SOUTHERN RAILROAD (KB&S)

PROPERTY,

DOT/AAR NO: 533139F (OVER I-57) AND 533142N (IL-17) CONTRACT: 66863

RIGHT OF ENTRY TO NORFOLK SOUTHERN RAILWAY PROPERTY

DOT/AAR NO. 534 386 B

RAILROAD PROTECTIVE LIABILITY INSURANCE (BDE)

RAILROAD PROTECTIVE LIABILITY INSURANCE (BDE)

VEHICLE PARKING

WETLAND AREAS

MULCH METHOD 2

EROSION CONTROL, TEMPORARY PIPE SLOPE DRAIN

REMOVE EXISTING RIPRAP

FENCE REMOVAL

SUB-BALLAST

BALLAST

WHITEWASHING FOR CONCRETE PAVEMENT

AGGREGATE SURFACE COURSE, TYPE B

CROSSING STRUCTURES WITH MATERIAL TRANSFER DEVICE

TEMPORARY ACCESS

TEMPORARY PAVEMENT

TEMPORARY SIDEWALK

CONCRETE BARRIER REMOVAL (SPECIAL)

HOT-MIX ASPHALT SURFACE REMOVAL, VARIABLE DEPTH

CONCRETE BARRIER REMOVAL

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1 ii

MEDIAN SURFACE REMOVAL

PARKING LOT PAVEMENT REMOVAL

TACK COAT

BRIDGE APPROACH SHOULDER REMOVAL

APPROACH SLAB REMOVAL

PRECAST BRIDGE APPROACH SLAB

REMOVE EXISTING BUS SHELTER

STORM SEWER (WATER MAIN REQUIREMENTS)

FORMLINER TEXTURED SURFACE

RAILROAD TRACK

SLOTTED DRAIN REMOVAL

ANTI-GRAFFITI COATING

COLORING OF NOISE ABATEMENT WALLS

DRAINAGE SYSTEM (SPECIAL)

REMOVE EXISTING FLARED END SECTION

TEMPORARY SUPPORT SYSTEM

TEMPORARY END SECTION

TEMPORARY INLET

VIDEO INSPECTION OF STORM SEWER

TEMPORARY STORM SEWERS

PROPOSED STORM SEWER CONNECTION TO EXISTING MANHOLE

FILLING EXISTING STORM SEWERS

MEMBRANE WATERPROOFING (SPECIAL)

SLOTTED DRAIN

TRACK REMOVAL

STEEL CHECKERED PLATE WALKWAY

DECORATIVE METAL PANELS

SHOULDER STABILIZATION AT GUARDRAIL

MANHOLES WITH RESTRICTOR PLATE

MANHOLES, TYPE A, TYPE 1 FRAME, CLOSED LID

PROPOSED MANHOLE/CATCH BASIN CONNECTION OVER EXISTING STORM SEWER ..47

PAVED DITCH (SPECIAL)

FILLING EXISTING RUMBLE STRIP

SHOULDER RUMBLE STRIP REMOVAL

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1 iii

TEMPORARY CONSTRUCTION FENCE

DRAINAGE STRUCTURE TO BE REMOVED

DRAINAGE STRUCTURES AND DRAINAGE SYSTEM TO BE CLEANED

DRAINAGE STRUCTURES TO BE ADJUSTED

DRAINAGE STRUCTURES TO BE RECONSTRUCTED

UNDERDRAIN CONNECTION TO STRUCTURE

HIGH TENSION CABLE MEDIAN BARRIER – DRIVEN LINE POSTS

SPLICING HIGH TENSION CABLE (GIBRALTAR)

REFLECTORS FOR DELINEATORS

FURNISH PERMANENT SURVEY MARKERS

CONCRETE HEADWALLS FOR PIPE DRAINS (SPECIAL)

CONCRETE BARRIER BASE (SPECIAL)

CONCRETE BARRIER WALL (SPECIAL)

KEEPING ROADS OPEN TO TRAFFIC

CHANGEABLE MESSAGE SIGN

UNEVEN LANES

TRAFFIC CONTROL SURVEILLANCE

TRAFFIC CONTROL IN THE VICINTY OF A RAILROAD GRADE CROSSING

PLASTIC DRUMS

DIRECTION INDICATOR BARRICADES

ALTERNATE ROUTE SIGNING

TRAFFIC CONTROL AND PROTECTION, STANDARD 701426

WIDTH RESTRICTION SIGN

LINEAR DELINEATOR PANELS, 6 INCH

LINEAR DELINEATOR PANELS, 4 INCH

MODIFIED URETHANE PAVEMENT MARKING – TWO APPLICATIONS

LINEAR DELINEATION PANELS (TEMPORARY BARRIER WALL)

SMART TRAFFIC MONITORING SYSTEM

CONTROL OF WORK – SMART WORK ZONE

CHANGEABLE MESSAGE SIGN (SPECIAL)

TRAFFIC CONTROL AND PROTECTION (SPECIAL)

TEMPORARY INFORMATION SIGNING

REMOVE AND REINSTALL SIGN PANEL

UNIT DUCT

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1 iv

LIGHTING ASSEMBLY (SPECIAL)

TEMPORARY LIGHTING SYSTEM

REMOVE AND RE-ERECT EXISTING LIGHTING UNIT

LOCATION OF UNDERGROUND STATE MAINTAINED FACILITIES

AS-BUILT DOCUMENTATION

SERVICE INSTALLATION (TRAFFIC SIGNALS)

UNDERGROUND CONDUIT, PVC

UNINTERRUPTIBLE POWER SUPPLY, EXTENDED

TRAFFIC SIGNAL BACKPLATE, LOUVERED, FORMED PLASTIC, SPECIAL

LOOP DETECTOR TESTING

MAINTENANCE OF EXISTING TRAFFIC SIGNAL INSTALLATION

FIBER OPTIC CABLE IN CONDUIT

PEDESTRIAN SIGNAL HEAD AND SIGNAL HEAD, POLYCARBONATE, LED, 1 FACE, MAST

ARM OR BRACKET MOUNTED, 3-SECTION OR 5-SECTION OR PEDESTRIAN SIGNAL

HEADS

PEDESTRIAN PUSH-BUTTON

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT

REMOVE EXISTING JUNCTION BOX

REMOVE EXISTING DOUBLE HANDHOLE

TEMPORARY TRAFFIC SIGNAL INSTALLATION (SPECIAL)

FULL-ACTUATED CONTROLLER AND TYPE V CABINET, SPECIAL

FULL-ACTUATED CONTROLLER AND TYPE IV CABINET, SPECIAL

COMBINATION LIGHTING CONTROLLER

ACCESSIBLE PEDESTRIAN SIGNALS

MODIFY EXISTING CONTROLLER AND CABINET

OPTIMIZE TRAFFIC SIGNAL SYSTEM

PERMANENT TRAFFIC SIGNAL TIMING

TEMPORARY TRAFFIC SIGNAL TIMING

VIDEO VEHICLE DETECTION SYSTEM WITH REMOTE ACCESS

CLOSED-CIRCUIT TELEVISION DOME CAMERA, HD

SYSTEM IMPLEMENTATION, EQUIPMENT INTEGRATION AND SUPPORT

REMOTE CONTROLLED TRAFFIC SIGNAL AND VIDEO SYSTEM

CAT 5 ETHERNET CABLE

EMERGENCY VEHICLE PRIORITY SYSTEM

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1 v

EMERGENCY VEHICLE PRIORITY SYSTEM LINE SENSOR CABLE, NO. 20 3/C

LED SIGNAL FACE, LENS COVER

FIBER OPTIC ETHERNET DROP AND REPEAT SWITCH

ETHERNET SWITCH

CAMERA MOUNTING ASSEMBLY

ROD AND CLEAN EXISTING CONDUIT

BUILDING REMOVAL (BDE)

HIGH LOAD MULTI-ROTATIONAL BEARINGS

CONCRETE WEARING SURFACE

DIAMOND GRINDING AND SURFACE TESTING BRIDGE SECTIONS

STRUCTURAL ASSESSMENT REPORTS FOR CONTRACTOR’S MEANS AND METHODS

BRIDGE DECK CONSTRUCTION

BRIDGE DECK GROOVING (LONGITUDINAL)

METALLIZING OF STRUCTURAL STEEL

HOT DIP GALVANIZING FOR STRUCTURAL STEEL

DRILLED SHAFTS

CROSSHOLE SONIC LOGGING TESTING OF DRILLED SHAFTS

BAR SPLICERS, HEADED REINFORCEMENT

NOISE ABATEMENT WALL, GROUND MOUNTED

NOISE ABATEMENT WALL, STRUCTURE MOUNTED

NOISE ABATEMENT WALL ANCHOR ROD ASSEMBLY

AGGREGATE SUBGRADE IMPROVEMENT (BDE)

BITUMINOUS MATERIALS COST ADJUSTMENTS (BDE)

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

COMPENSABLE DELAY COSTS (BDE)

CONCRETE BARRIER (BDE)

CONCRETE SEALER (BDE)

CONSTRUCTION AIR QUALITY – DIESEL RETROFIT (BDE)

DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION (BDE)

EROSION CONTROL BLANKET (BDE)

FUEL COST ADJUSTMENT (BDE)

GUARDRAIL (BDE)

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1 vi

HOT-MIX ASPHALT (BDE)

HOT-MIX ASPHALT – LONGITUDINAL JOINT SEALANT (BDE)

INLET FILTERS

LONGITUDINAL TINING (BDE)

MECHANICALLY STABILIZED EARTH RETAINING WALLS (BDE)

MODIFIED LONGITUDINAL CONSTRUCTION JOINT (BDE)

PAVEMENT MARKING (BDE)

PAVEMENT PATCHING (BDE)

PERFORMANCE GRADED ASPHALT BINDER (BDE)

PREFORMED PLASTIC PAVEMENT MARKING (BDE)

RAISED REFLECTIVE PAVEMENT MARKERS (BDE)

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (BDE)

SEEDING (BDE)

SHORT TERM AND TEMPORARY PAVEMENT MARKINGS (BDE)

SIGN PANELS AND APPURTENANCES (BDE)

SLOPE WALL (BDE)

SOURCE OF SUPPLY AND QUALITY REQUIREMENTS (BDE)

SPEED DISPLAY TRAILER (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)

TEMPORARY CONCRETE BARRIER (BDE)

TEMPORARY RUMBLE STRIPS (BDE)

VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE)

WEEKLY DBE TRUCKING REPORTS (BDE)

WOOD SIGN SUPPORT (BDE)

WORK ZONE TRAFFIC CONTROL DEVICES (BDE)

WORK ZONE WIDTH RESTRICTION (BDE)

WORKING DAYS (BDE)

PROJECT LABOR AGREEMENT

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1 vii

SWPPP

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

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 FAI Route 57 (I-57) & FAP Route 330 (IL 17), Project NHFP-BR-NHPP- BSGY(427), Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1, Kankakee County, Contract No. 66863 and in case of conflict with any part or parts of said Specifications, the said Special Provisions shall take precedence and shall govern.

LOCATION OF PROJECT

The work on this project is located on I-57 in Kankakee County, in Sections 33 and 34, in Township 31N, Range 12E, 3rd PM, and in Sections 3 and 4 in Township 30N Range 13W, 2nd

PM.

The project begins at a point on the centerline of I-57, approximately 3,600 feet north of the centerline of Illinois Route 17 (Court Street) and extends approximately 5,250 feet to the south along the centerline of I-57 in Kankakee County.

The gross length of the project is 1.677 miles. The net length of the project is 1.677 miles.

DESCRIPTION OF PROJECT

1. I-57 – Reconstruction to provide 2-lanes in each direction with a concrete median barrier

2. IL 17 – Reconstruction from north Fairmont Avenue to west of Eastgate Industrial

Parkway

3. North Frontage Road – Reconstruction from Eastgate Drive to west of Eastgate

Industrial Parkway

4. South Frontage Road – Reconstruction from Eastgate Drive to west of Oakdale Avenue

5. Eastgate Drive – Reconstruction from approximately 600 feet south of IL 17 to approximately 600 feet north of IL 17

6. SN 046-0154, I-57 over Illinois Route 17 – Removal and Replacement

7. SN 046-9904, KB&S Railroad over I-57 – Removal and Replacement

8. SN 046-W8805, Retaining Wall at Ramp D – New Structure

9. SN 046-W8806, Retaining Wall at Ramp B – New Structure

10. SN 046-W8807, Retaining Wall at ComEd Property – New Structure

11. SN 046-N5738, Noise Abatement Wall – New Structure

12. SN 046-N5739, Noise Abatement Wall – New Structure

13. SN 046-N5743, Noise Abatement Wall – New Structure

14. SN 046-N5744, Noise Abatement Wall – New Structure

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

15. SN 046-N5745 Noise Abatement Wall – New Structure The work to be performed under this contract shall include, but not be limited to:

1. Removal of Bridge Decks, Superstructures, Substructures, and Approach Slabs

2. Construction of Bridge Decks, Superstructures, Substructures, and Approach Slabs

3. Earthwork

4. Concrete and Hot-Mix Asphalt Removal and Paving

5. Concrete Median Barrier Removal and Construction

6. Guardrail Removal and Construction

7. Storm Sewers and Pipe Underdrains

8. Pavement Marking

9. Signing

10. Landscaping

11. Traffic Signals

12. Lighting

13. All incidental and collateral work necessary to complete the project as shown on the plans and as described herein.

STATUS OF UTILITIES TO BE ADJUSTED:

(Effective January 1, 2007; Revised January 24, 2011)

Name & Address of Utility

Type

Location

Estimated Date Relocation Complete

Aqua Illinois 1000 S. Schuyler Ave.

Kankakee, IL 60901

Watermain

Aqua has watermain throughout the project area.

There are conflicts with the proposed storm sewer in several locations.

See their drawings for additional information.

Aqua has identified conflicts with the proposed storm sewer. Aqua will prepare relocation plans and submit for their permit.

Permit # U-

AT&T

1000 Commerce Drive Oak Brook, IL 60523

AT&T Ref: KK2103

Communicati ons

AT&T has facilities area.

They have 3 manholes in the pavement of Illinois 17 at approximate stations 131+10, 134+35 and 136+40 and also have facilities along Waldron Road, where they are along the south side of the road (on the east side of the bridge).

AT&T has identified a considerable number of conflicts. There will also be a fair amount of aerial work which will require coordination with ComEd.

AT&T is preparing their relocation plans and then will submit for their relocation permit.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

See their drawings for additional information.

CMS

120 West Jefferson St.

Springfield, IL 62702

Fiber – 144 count

CMS has fiber along the east ROW of I-57.

The fiber in conflict for 5350’ on the north end of the project, then south of IL 17 is OK for 1470’, and then the fiber is in conflict again for 2050’. CMS estimates that a total of 7400’ of fiber is in conflict.

See their drawing for additional information.

The CMS fiber is in conflict everywhere except for the SE area of the existing interchange.

CMS is preparing their relocation plans and then will submit for their

ComEd, An Exelon Company Two Lincoln Centre, 8th Floor Oakbrook Terrace, IL 60181

ComEd Ref: H26160UNV

Electric 12kV and 34kV

ComEd has overhead electric throughout the project area.

They are on both sides of I-57, along the south side of IL 17, along the north side of the KB&S railroad, etc.

The power lines located in the NW quadrant may be affected by the proposed noise wall.

Construction of some areas of the proposed noise wall may be close to the ComEd power lines in some areas.

See their drawing for additional information.

ComEd must relocate approximately 53 poles and 400’ of cable.

ComEd may be unable to relocate the poles in the area of the noise wall that is north of Illinois 17. The installation may need to be coordinated with ComEd.

ComEd is preparing their relocation plans and then will submit their relocation permit.

Comcast Cable 688 Industrial Drive Elmhurst, IL 60126

CATV

Comcast has facilities area.

Most of their facilities are in the NW quadrant of the existing interchange and then are along the south side of IL 17 going east.

Comcast anticipates numerous conflicts due to their attachment to ComEd power poles that will be relocated.

The aerial work will require coordination with ComEd.

Comcast is preparing their relocation plans and will

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

Their facilities are primarily aerial, with some underground facilities.

Comcast installed a crossing per permit U-19156 in 2023.

be submitting for their

Kankakee, City of 304 S. Indiana Ave, Kankakee, IL 60901-3945

Sanitary and storm sewers, and traffic & streetlights

Kankakee has sanitary and storm sewers within the project area.

They have three traffic signalized intersections and other miscellaneous street lighting.

Conflicts are likely.

Metro Communications Co.

PO BOX 555

Sullivan, IL 61951

Fiber Optic Metro Communications previously bored their facilities under I-57 approximately 100 feet south of Illinois 17.

Then their facilities cross the NB ramps and then shift north closer to IL 17 and continue to the east.

Metro appears to have conflicts with the new interchange and may have to relocate some of their facilities.

Metro Communications is preparing their relocation plans and then will submit for their relocation permit.

Nicor Gas 1844 Ferry Road Naperville, IL 60563

Nicor Ref: SC24034

Gas

Nicor has gas facilities area.

There will be conflicts with some of their facilities.

They may also need to purchase some easements.

Nicor has identified conflicts and is preparing their relocation plans and then will submit for their

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

The above represents the best information of the Department and is only included for the convenience of the bidder. The applicable provisions of Section 102 and Articles 105.07, 107.20, 107.37, 107.38, 107.39, 107.40, and 108.02 of the Standard Specifications for Road and Bridge Construction shall apply.

The estimated utility relocation dates should be part of the progress schedule submitted by the Contractor.

** Above utility relocation information reflected as of June 25, 2026. Utility relocations are anticipated to be complete by June 1, 2027. Per SB 699 (90 day utility relocation law), once the proposed right of way is clear to award the project, a notice will be sent to the utility companies instructing them to have their facilities relocated within 90 days.

UTILITY RELOCATIONS AND DELAYED START DATE

(Effective January 1, 2022)

It is anticipated that utility relocations will be underway when this project is awarded. The Contractor should assume that the start date for work on this project will be June 1, 2027, unless approved by the Engineer, to allow for utility relocations to be completed.

• Work associated with tree removal shall be performed as outlined per the tree removal commitment.

No working days shall be charged, and no additional compensation shall be due the Contractor for delays prior to June 1, 2027.

COORDINATION WITH RIVER VALLEY METRO

River Valley Metro operates bus stops within the contract limits which will be impacted by this work. River Valley Metro will relocate and/or remove their benches and lights.

The Contractor shall remove and relocate existing bus signs to the temporary bus stops as needed.

The Contractor shall contact River Valley Metro at least 7 calendar days in advance of any impacts to their facilities to coordinate any bus stop closures or temporary relocations. The Contractor shall coordinate this work with:

Cortney Koning Project Manager River Valley Metro

(815) 935-1403, Extension 283

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

COORDINATION WITH FAA

This Project is located near Greater Kankakee Airport (IKK). Due to the close proximity to the airport, crane, and equipment heights may require coordination with the Federal Aviation Administration. The Federal Aviation Administration maintains a website (https://oeaaa.faa.gov) for pre-screening of obstructions. Preliminary screening for mobile cranes of 75 feet height within the project limits results in no required coordination with the FAA. Regardless of selected crane and equipment heights, the Contractor shall submit to the Engineer documentation from the FAA pre-screening website for all proposed cranes and equipment with corresponding locations of utilization within the Project.

If the prescreening tool requires coordination with the FAA, it will be the responsibility of the Contractor to submit all information required by the FAA. The FAA requires all coordination documents to be filed at least 45 days prior to the start of work.

WINTER STAGING

Winter Stage A: The Contractor shall implement the I-57- Stage 3 - by November 19, 2028, and maintained through March 1, 2029, or through the completion of Stage 3 whichever is later.

Winter Stage B: The Contractor shall implement the I-57- Stage 5 -by November 16, 2029, and maintained through March 1, 2030, or through the completion of Stage 5 whichever is later .

KB&S RAILROAD CLOSURE

The KB&S Railroad may be closed to train traffic for a maximum of 365 consecutive calendar days for the replacement of the KB&S Railroad structure. Closure requirements include:

1) Closure of KB&S Railroad tracks will only be allowed for a maximum of 365 consecutive calendar days. Liquidated damages for failure to open the railroad to train traffic by day 366 after train traffic on the rail line is suspended will be deducted according to Article 108.09.

2) The Contractor shall notify the Engineer at least 21 days in advance of the desired start date of railroad closure. The Engineer must then notify KB&S Railroad of the desired start date of railroad closure.

3) KB&S Railroad will either confirm that the desired start date of railroad closure is acceptable or provide an alternative start date. KB&S Railroad will close the railroad on the start date.

4) After the structure and tracks have been replaced and are ready to be opened to train traffic, the Contractor shall notify the Engineer. The Engineer must then notify KB&S Railroad.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

RIGHT OF ENTRY TO KANKAKEE, BEAVERVILLE & SOUTHERN RAILROAD (KB&S)

PROPERTY,

DOT/AAR NO: 533139F (OVER I-57) AND 533142N (IL-17) CONTRACT: 66863

It is the Contractor’s responsibility to become familiar with and to follow all requirements described in Section 107 of the Standard Specifications, titled Legal Regulations and Responsibility to the Public.

The Contractor shall confer with the Railroad Engineer and shall procure and pay all fees for required railroad permits and licenses in accordance with Article 107.04 of the Standard Specifications. These fees will not be reimbursed by the Department and shall be included in the cost of other applicable pay items in the contract. The KB&S contact person is Mr. Tyler Stroo,

(815) 486-7260 or tcstroo@kbsrailroad.com.

As of June 25, 2026 there is no cost for the Right of Entry Permit. The contractor should notify Tyler Stroo at least 72 hours in advance of working on the KB&S right-of-way railroad property.

The Contractor shall confer with the Railroad Engineer relative to railroad requirements for clearances, operation, and general safety regulation in accordance with Article 107.12 of the Standards Specifications. For all railroad-highway work as indicated in the contract proposal, the Contractor shall obtain Railroad Protective Liability and Property Damage Liability Insurance in accordance with Article 107.11 of the Standard Specifications and as specified elsewhere in the Specials. The cost for providing insurance, as noted elsewhere, will be paid for at the contract unit price per Lump Sum for RAILROAD PROTECTIVE LIABILITY INSURANCE.

The services of railroad flaggers will be required when the Contractor’s operations will encroach on or over the Railroad’s right-of-way or come within 25’ of the tracks. The Contractor shall pay for the cost of providing railroad flaggers and be reimbursed for applicable charges in accordance with Articles 107.12 and 109.05.

If for any reason the department approves the contractor’s request to not complete the work on railroad property as outlined in the plans and the special provisions, the district will authorize and assess a deduction equal to the sum of the amount of the right of entry fee as specified in this special provision plus the amount the contractor paid for the RRPLI or the contract cost of the pay item for RRPLI, whichever is greater, on future payments due to the contractor.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

RIGHT OF ENTRY TO NORFOLK SOUTHERN RAILWAY PROPERTY

DOT/AAR NO. 534 386 B

It is the Contractor’s responsibility to become familiar with and to follow all requirements described in Section 107 of the Standard Specifications, titled Legal Regulations and Responsibility to the Public.

The contractor can coordinate right-of-entry and flagging through the Rail Pros portal (https://ns.railprospermitting.com/Login.aspx).

The Contractor shall confer, procure, and pay all fees for required railroad permits and licenses in accordance with Article 107.04 of the Standard Specifications. These fees will not be reimbursed by the Department and will be included in the cost of other applicable pay items in the contract. The Rail Pros contact person is Renay Robison, AVP Real Estate & Development (Right of Entry): Her phone number is (402) 417-3549 and her email is Renay.Robison@railpros.com OR the NSRR contact person is Keyana Holloway, System Manager Property Services (Right of Entry) at (470) 217-7854 and Keyana.Holloway@nscorp.com.

You may also mail information to Jacob Watson at Jacob.Watson@nscorp.com.

The Right of Entry Permit Application can be found at https://www.norfolksouthern.com/en/rail-development-property/ns-property/projects-on-ns-property/access-ns-property As of June 25, 2026 the cost for the Right of Entry Permit is $1,600.00, but this number is subject to change. The Contractor should confirm the cost with the Norfolk Southern Railway at the time of bid. No compensation will be made for changes to the cost of application fees between time of bid and time of construction.

For all railroad-highway work as indicated in the contract proposal, the Contractor shall obtain Railroad Protective Liability and Property Damage Liability Insurance in accordance with Article

107.11 of the Standard Specifications. The cost for providing insurance, as noted elsewhere, will be paid for at the contract unit price per Lump Sum for RAILROAD PROTECTIVE

LIABILITY INSURANCE.

The services of railroad flaggers will be required when the Contractor’s operations will encroach on or over the Railroad’s right-of-way or come within 25’ of the tracks.

Flagger payment shall be in accordance with Article 109.05 of the Standard Specifications.

If you have any questions, you may contact Rail Pros via email at: NS.Permitting@RailPros.com or phone (402) 965-0539.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

RAILROAD PROTECTIVE LIABILITY INSURANCE (BDE)

(Effective December 1, 1986; Revised January 1, 2022)

Description. Railroad Protective Liability and Property Damage Liability Insurance shall be carried according to Article 107.11 of the Standard Specifications. A separate policy is required for each railroad unless otherwise noted.

NUMBER & SPEED OF NUMBER & SPEED OF

NAMED INSURED & ADDRESS PASSENGER TRAINS FREIGHT TRAINS

Kankakee, Beaverville & Southern Railroad Company Two freight trains at 10 MPH 2347 North US Route 52 (NOTE: Tracks over I-57 will be closed for 1 year during construction) Iroquois, IL 60945

Class 1 RR (Y or N): N DOT/AAR No.: 533 139 F RR Mile Post: 247.28 RR Division: Western RR Sub-Division: Ft Wayne

For Freight/Passenger Information Contact: Tyler Stroo Phone: 815-486-7260 tcstroo@kbsrailroad.com For Insurance Information Contact: Tyler Stroo Phone: 815-486-7260 tcstroo@kbsrailroad.com

Kankakee, Beaverville & Southern Railroad Company Two freight trains at 10 MPH 2347 North US Route 52 (NOTE: Tracks crossing IL 17) Iroquois, IL 60945

Class 1 RR (Y or N): N DOT/AAR No.: 533 142 N RR Mile Post: 247.81 RR Division: Western RR Sub-Division: Ft Wayne

For Freight/Passenger Information Contact: Tyler Stroo Phone: 815-486-7260 tcstroo@kbsrailroad.com For Insurance Information Contact: Tyler Stroo Phone: 815-486-7260 tcstroo@kbsrailroad.com

Basis of Payment. Providing Railroad Protective Liability and Property Damage Liability Insurance will be paid for at the contract unit price per Lump Sum for RAILROAD PROTECTIVE

LIABILITY INSURANCE.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

RAILROAD PROTECTIVE LIABILITY INSURANCE (BDE)

Effective: December 1, 1986 Revised: January 1, 2022

Description. Railroad Protective Liability and Property Damage Liability Insurance shall be carried according to Article 107.11 of the Standard Specifications. A separate policy is required for each railroad unless otherwise noted.

NUMBER & SPEED OF NUMBER & SPEED OF

NAMED INSURED & ADDRESS PASSENGER TRAINS FREIGHT TRAINS

"Norfolk Southern Corporation and its subsidaries" 2 - 4 freights per day at 45 MPH 3 Commercial Place Norfolk, VA 23510-2191

Class 1 RR (Y or N): Y DOT/AAR No.: 534 386 B RR Mile Post: 99.52 RR Division: Dearborn RR Sub-Division: Ft Wayne

For Freight/Passenger Information Contact: Railpros Phone: (402) 965-0539 ns.permitting@railpros.com For Insurance Information Contact: Railpros Phone: (402) 965-0539

(402) 965-0539 ns.permitting@railpros.com

Basis of Payment. Providing Railroad Protective Liability and Property Damage Liability Insurance will be paid for at the contract unit price per Lump Sum for RAILROAD PROTECTIVE

LIABILITY INSURANCE.

VEHICLE PARKING

(Revised January 1, 2007)

Parking of personal vehicles within the interstate right of way will be strictly prohibited. Parking of construction equipment within the right of way will be permitted only at locations approved by the Engineer and never within median area or overnight on any roadway area.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

WETLAND AREAS

(Effective April 3, 1997; Revised April 22, 2010)

Description: According to Federal Executive Order 11990, dated May 24, 1977, and Articles

107.01 and 107.23 of the Standard Specifications, the Contractor shall protect the wetland areas on or adjacent to this project.

This work shall consist of constructing, maintaining, removing, and disposing of a temporary fence, perimeter erosion barrier, and signs as shown on the plans and as described herein.

Materials: Temporary fence shall be a minimum of 4 ft. (1.2 m) in height and shall be a high visibility orange snow fence. Fence stakes shall meet the requirements of Article 1081.15(b) of the Standard Specifications.

Perimeter erosion barrier shall meet the requirements of Section 280 of the Standard Specifications.

Signs shall meet the requirements of Article 720.02 of the Standard Specifications and shall be 9” x 12” (225 mm x 300 mm) and shall read “Federally Protected Wetlands: KEEP OUT.” Sign supports shall meet the requirements of Section 1093 of the Standard Specifications.

Construction Requirements: The Contractor shall install fence at all wetland areas as shown on the plans. The Contractor shall also install a minimum of two signs at each wetland location. Signs shall not be spaced greater than 300’ (100 m) apart.

The Contractor shall remove the temporary fence at the completion of the project.

Method of Measurement: The temporary fence will be measured for payment in place in feet (meters) along the top of the fence. The signs, sign supports, and fence stakes will not be measured for payment.

Perimeter erosion barrier will be measured for payment according to Article 280.07 of the Standard Specifications.

Basis of Payment: The temporary fence will be paid for at the contract unit price per foot (meter) for TEMPORARY FENCE, which price shall include the cost of the snow fence, fence stakes, signs, and sign supports.

Perimeter erosion barrier will be paid for according to Article 280.08 of the Standard Specifications.

MULCH METHOD 2

(Effective August 1, 1994; Revised January 1, 2007)

Article 251.03 Method 2 Procedure 1 of the Standard Specifications shall be required for this improvement.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

EROSION CONTROL, TEMPORARY PIPE SLOPE DRAIN

Description. This work shall consist of furnishing, installing, maintaining, and removal of pipe, anchor devices, filter fabric, rip rap, earth dike, and flared end sections to convey surface runoff down the face of fill slopes to minimize erosion on the slope face according to the details and locations shown on the plans and as directed by the Engineer. This work shall follow the IUM/NRCS (Illinois Urban Manual / Natural Resources Conservation Services) detail IL-670 for a minimum diameter pipe of 12”. The temporary pipe slope drains will need to remain in place until the final curb and gutter with inlet drains are installed to prevent erosion down the face of the fill slopes.

Materials. Materials shall be according to the following:

(a) Polyethylene Pipe ...............……………………………………………1040.04

(b) Flexible Polyethylene Tubing....................……………………….…...ASTM F667

(c) Geotextile Fabric......................................………………………….…1080.02

(d) Filter Fabric......................................………………………….…….…1080.03

(e) Rip Rap…………………………………………………………………...1005.01

(f) Staples …………………………………………………………………...1081.10(d)

(g) Flared End Section. The flared end section shall be of the same material and size used for the temporary pipe slope drain.

Construction Requirements. The temporary pipe slope drain shall be securely anchored to the slope using procedures recommended by the manufacturer. All connections are to be watertight.

A flared end section shall be attached to the inlet end of the pipe and shall be relocated each time the pipe is extended. The height of the earth dike at the location of the temporary pipe slope drain shall be at least 2 times the diameter of the pipe. To prevent erosion around the flared end section, geotextile fabric shall be placed under the flared end section and shall extend 5 feet in front of it and up the front face of the berm. A continuous earth dike will need to be run along the top of the fill slope between temporary pipe slope drains so that runoff is only allowed to enter these temporary pipe slope drains to prevent sheet erosion of the face of the fill slopes.

Method of Measurement. This work will be measured for payment by EACH complete system installed and maintained, regardless of pipe diameter and length. This work will be measured only once per location installed. All pipe, end sections, connections, anchors, extensions, filter fabric, rip rap, and temporary earth dikes used to install, reinstall, or operate the temporary pipe slope drain will not be measured for payment separately and are considered included in the cost of this item.

Basis of Payment. This work will be paid for at the contract unit price per EACH for EROSION

CONTROL, TEMPORARY PIPE SLOPE DRAIN.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

REMOVE EXISTING RIPRAP

Description. This work shall consist of the removal and satisfactory disposal of existing stone or broken concrete riprap at the locations shown in the plans, as directed by the Engineer, in accordance with Section 202 of the Standard Specifications, and as herein specified.

Construction Requirements. The removal shall include any bedding material that may exist beneath the riprap and any incidental site grading of the embankment area necessary to create a smooth embankment slope meeting the approval of the Engineer. It shall be the responsibility of the Contractor to determine the thickness of the riprap to be removed. No additional compensation will be allowed because of variations from the assumed thickness or thickness’s at may be called out on the plans.

At the direction of the Engineer, holes or voids created in the earth due to removal of the riprap that cannot be graded to a smooth surface shall be filled back to grade with suitable material. The cost of this backfill is included in the cost of Remove Existing Riprap.

Method of Measurement. This work shall be measured for payment in square yards in accordance with Article 202.07(a) of the Standard Specifications.

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

EXISTING RIPRAP.

FENCE REMOVAL

Description: This work shall consist of the removal of existing fence, which may or may not include barb wired strands, as shown on the plans and as directed by the Engineer.

General: The fence removal shall include the removal of fences, posts, gates and foundations in their entirety.

The existing fence shall be removed in a logical sequence, and with continuity, ahead of fence replacement, at a distance that will not result in unusually long delays between fence removal and new fence replacement. At the end of each day’s work or whenever no work is being performed in the areas that have had the fence removed, a temporary fence shall be installed by the Contractor. This temporary fence may be snow fence, or other fence material approved by the Engineer. Temporary fencing shall be kept to a minimum and shall be inspected daily by the Contractor. Maintenance shall be checked daily and kept up by the Contractor so long as the temporary fence is in use. Permanent and temporary fence ends shall be securely fastened together by steel wire in such a manner as to prevent casual dismantling of the temporary fence.

No gaps shall be left between the ends of the fence. There shall be no additional compensation for furnishing, installing and removing temporary fence as herein specified.

The resulting void from the removal of the post or foundation holes shall be backfilled with compacted (hand tamped as a minimum) coarse aggregate material (CA-6, CA-10 or CA-12). If the holes are in turf, areas at finished grade they shall be capped with four (4) inches of topsoil graded to match existing ground. Any ruts resulting from these operations shall be filled with topsoil and graded smooth. No additional compensation shall be made for the off-site disposal of materials and for filling of foundation holes or ruts.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

Any damage to public or private property which results from the removal of the existing fence shall be repaired by the Contractor to the satisfaction of the Engineer at no additional cost.

Method of Measurement: This work will be measured for payment in feet, along the top of fence from center to cent of end posts, including the length occupied by gates.

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

REMOVAL.

SUB-BALLAST

Description: Sub-ballast shall be crushed stone and shall meet the requirements as set out in the IDOT Standard Specification, Section 1004, Coarse Aggregate. The Sub-ballast shall be gradation CA 6.

Construction Requirements: The Contractor shall place and grade ballast to the lines, grades and depths shown on the Plans or as directed by the Engineer. Sub-ballast shall be placed with a minimum thickness of 12 inches placed in 6-inch lifts to within 0.5 inches of plan elevations.

Sub-ballast shall be compacted to ninety-five (95%) percent and verify with a modified proctor test using a nuclear density meter for every two thousand five hundred (2.500 sq ft) square feet of sub-ballast furnished and installed.

The Sub-ballast shall be placed within 0.5” of plan elevations.

Basis of Payment: The work under this item will be paid at the contract unit price per cubic yard for SUB-BALLAST.

BALLAST

Description: This work shall consist of furnishing and installing 12” pre-ballast material required for KB&S final track installations.

Construction Requirements: Contractor shall install and grade the Ballast to a depth 12” above top of sub-ballast prior to any track installation or re-alignment. Contractor shall install the remaining Ballast during track installation.

Materials: Material for ballast shall be clean crushed stone with a minimum depth of 12 inches between bottom of tie and top of sub-ballast. Cribs between adjacent ties shall be filled with ballast and be level with the top of the ties.

Stone for use as ballast on tracks, or portions of tracks, to be owned by KB&S, shall be furnished by an approved quarry and shall be granite crushed stone conforming to the requirements of NS Specification No. 702 (2009).

If material meeting this specification is not available, limestone ballast meeting AREMA Specifications may be used on tracks if approved by the KB&S’s Chief Engineer.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

#3 Modified ballast shall be used under all main tracks, lead tracks, and switching tracks parallel to a main track under KB&S ownership and maintenance.

Yard tracks and turnouts, spur tracks, switching tracks (where a #3 Modified ballast is not required), and runaround tracks may use either a #3 Modified or #5 ballast.

Gradation shall conform to the following table:

Measurement and Payment: The work under this item will be measured and paid at the contract unit price per cubic yard for BALLAST.

WHITEWASHING FOR CONCRETE PAVEMENT

(Effective: March 30, 2023)

Description. This work shall consist of whitewashing the hot-mix asphalt (HMA) stabilized subbase for concrete pavement.

Materials. Materials shall be according to the following: :

Item Article/Section

(a) Water

(b) Hydrated Lime .............................................................................................................. 1012.01

(c) Calcium Carbonate Pigments (Note 1)

Note 1: ASTM D-1199, Type GC or PC, Grade II or finer. Other materials or grades may be used with the approval of the Engineer provided the resulting coating is bright white and uniform in nature. By-product lime will not be allowed.

Equipment. Equipment shall be capable of mixing, continuously agitating, and applying the prepared solution in a uniform manner.

Construction Requirements. When the pavement is placed between May 15 and October 15, the surface of the hot-mix asphalt stabilized subbase shall be whitewashed. Whitewashing shall be completed prior to placing the reinforcing steel or load transfer devices. Whitewashing shall not be applied when rain is imminent.

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

The whitewash shall be prepared by combining two parts water to one part pigment by weight.

The ingredients shall be mixed until smooth in consistency and free of lumps. If sufficient coating can be demonstrated, the ratio may be increased up to three parts water to one part pigment by weight with the approval of the Engineer. After mixing, the whitewash shall be continually agitated until applied.

The whitewash shall be uniformly applied to the entire hot-mix asphalt stabilized subbase at a rate of 0.35 L/sq m (0.075 gal/sq yd). The method of application shall be approved by the Engineer. Thick films from splits or over application shall be removed by means that does not damage the base or subbase.

Once the whitewash mixture is placed, traffic shall be kept to a minimum on the hot-mix asphalt stabilized subbase. The whitewash shall be maintained until placement of the PCC pavement and shoulders.

Method of Measurement. Whitewashing the hot-mix asphalt stabilized subbase will be measured for payment in place and the area computed in square yards. The width for measurement will be the width of concrete pavement and shoulders to be placed. The length for measurement will be as shown on the plans or as directed by the Engineer.

Basis of Payment. This work will be paid for at the contract unit price per Square Yard for

WHITEWASHING FOR CONCRETE PAVEMENT.

AGGREGATE SURFACE COURSE, TYPE B

Description. Work under this item shall be performed according to Section 402 of the Standard Specifications and the following provisions.

Construction Requirements. Add the following to Article 402.07 of the Standard Specifications:

“The top layer shall be given a final rolling with a roller meeting the requirements of Article 1101.01.”

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

Basis of Payment. This work shall be paid for at the contract unit price per square yard for AGGREGATE SURFACE COURSE, TYPE B of the depth specified which price shall include all labor, equipment, and materials.

CROSSING STRUCTURES WITH MATERIAL TRANSFER DEVICE

(Effective May 23, 2001)

The Bureau of Bridges and Structures has analyzed the existing structures within the specified construction zone. Based on this analysis, an emptied Material Transfer Device will be allowed to cross the following bridges:

Section (46-3)R,HBK-1 & [(46-3)HB-5]HB-1

Based on our structural analysis, the following structures can be crossed with an empty Category I MTD with the following maximum gross weight restrictions:

SN 046-0006 (40 tons) SN 046-0007 (40 tons)

The Material Transfer Device shall be empty and the crossing shall be as described in the special provision "Material Transfer Device (BDE)."

TEMPORARY ACCESS

Description. This work shall consist of the installation, maintenance of, and final removal and disposal of temporary access for residential entrances, commercial entrances, and roadway access during the course of staged construction. This work shall be in accordance with the applicable portions of Article 402 of the Standard Specifications and the following.

Materials. All aggregate surface course material shall be crushed CA-6 and shall be installed in accordance with the applicable portions of Article 402 of the Standard Specifications.

Construction Requirements. The contractor shall construct and maintain aggregate surface course for temporary access to private entrances, commercial entrances and roads according to Article 402.07 and as directed by the Engineer. The aggregate surface course shall be constructed to the dimensions and grades specified below, except as modified by the plans or as directed by the Engineer.

(a) Private Entrance. The minimum width shall be 12 ft (3.6 m). The minimum compacted thickness shall be 6 in. (150 mm). The maximum grade shall be eight percent, except as required to match the existing grade.

(b) Commercial Entrance. The minimum width shall be 24 ft (7.2 m). The minimum compacted thickness shall be 9 in. (230 mm). The maximum grade shall be six percent, except as required to match the existing grade.

(c) Road. The minimum width shall be 24 ft (7.2 m). The minimum compacted thickness shall be 9 in. (230 mm). The grade and elevation shall be the same as the removed pavement, except as required to meet the grade of any new pavement constructed.

Maintaining the temporary access shall include relocating and/or regrading the aggregate surface course for any operation that may disturb or remove the temporary access. The same type and gradation of material used to construct the temporary access shall be used to maintain it.

When use of the temporary access is discontinued, the aggregate shall be removed and utilized in the permanent construction or disposed of according to Article…