ildot 61M55-028.pdf

Letting November 6, 2026

Notice to Bidders, Specifications and Proposal

Contract No. 61M55 KANE County Section 19-00511-00-CH Route FAP 336 (Randall Road) Project HDG1-311 () District 1 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.

November 6, 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. 61M55 KANE County Section 19-00511-00-CH Project HDG1-311 () Route FAP 336 (Randall Road) District 1 Construction Funds

Construction of a bridge to carry Randall Rd. over the CN Railway, reconstruction/realignment of the intersection at Hopps Rd., additional through lanes on Randall Rd. and the construction of a shared-use path. Additional work includes storm sewer, water main, curb & gutter, sidewalks, traffic signals and lighting. Project is located in the city of Elgin and the village of South Elgin.

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

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

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

By Order of the Illinois Department of Transportation

Gia Biagi, Secretary

CONTRACT 61M55

INDEX

FOR

SUPPLEMENTAL SPECIFICATIONS

AND RECURRING SPECIAL PROVISIONS

Adopted January 1, 2026

This index contains a listing of SUPPLEMENTAL SPECIFICATIONS, frequently used RECURRING SPECIAL PROVISIONS, and LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS.

ERRATA Standard Specifications for Road and Bridge Construction (Adopted 1-1-22) (Revised 1-1-26)

SUPPLEMENTAL SPECIFICATIONS

Std. Spec. Sec. Page No.

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

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

RECURRING SPECIAL PROVISIONS

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

CHECK SHEET # PAGE NO.

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

3 EEO

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

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

LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS

Table of Contents

CHECK SHEET # PAGE NO.

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

Kane County Division of Transportation Randall Road at Hopps Road Section No. 19-00511-00-CH

Kane County i

INDEX OF SPECIAL PROVISIONS

LOCATION OF PROJECT

PROJECT DESCRIPTION

COMMONWEALTH EDISON REQUIREMENTS

INTERIM COMPLETION DATE: RESTRICTIONS

STATUS OF UTILITIES (D-1)

EMBANKMENT I (D-1)

HOT-MIX ASPHALT – MIXTURE DESIGN VERIFICATION AND PRODUCTION (D-1)

AGGREGATE SURFACE COURSE FOR TEMPORARY ACCESS (D-1)

HOT-MIX ASPHALT BINDER AND SURFACE COURSE (D-1)

FRICTION AGGREGATE (D1)

PUBLIC CONVENIENCE AND SAFETY (D-1)

TEMPORARY INFORMATION SIGNING (D-1)

ADJUSTMENTS AND RECONSTRUCTIONS (D1)

ENGINEER’S FIELD OFFICE TYPE A (SPECIAL) (D1)

HOT MIX ASPHALT SURFACE REMOVAL – BUTT JOINT (KDOT)

HOT MIX ASPHALT SURFACE REMOVAL (KDOT)

DETECTABLE WARNINGS (KDOT)

CATCH BASIN, MANHOLE, INLET, DRAINAGE STRUCTURE AND ADJUSTING FRAMES

AND GRATES (KDOT)

MINERALIZED CARBON DIOXIDE CONCRETE (D-1)

BARRICADES, TYPE II (SPECIAL) (KDOT)

MAINTENANCE OF ROADWAYS / TRAFFIC CONTROL DEFICIENCY (KDOT)

MODIFIED URETHANE PAVEMENT MARKING (KDOT)

DUCTILE IRON WATER MAIN

WATER VALVES

FIRE HYDRANTS TO BE REMOVED

FIRE HYDRANT WITH AUXILIARY VALVE AND VALVE BOX

FIRE HYDRANTS (SPECIAL)

VALVE VAULTS, TYPE A, 5’-DIAMETER, TYPE 1 FRAME, CLOSED LID

SPECIAL SIGNING “FRESH OIL AHEAD”

KEEPING ARTERIAL ROADWAYS OPEN TO TRAFFIC (LANE CLOSURES ONLY) (D1)

KEEPING ARTERIAL ROADWAYS OPEN TO TRAFFIC (WITH 15 MIN FULL STOPS) (D1)

CONSTRUCTION LAYOUT (KDOT)

SIGN FACE, SIGN LEGEND, AND SUPPLEMENTAL PANELS

SIGN PANEL SUPPORTING CHANNELS (KDOT)

SIGN PANELS AND APPURTENANCES (KDOT)

TELESCOPING STEEL SIGN SUPPORT (KDOT)

CHANGEABLE MESSAGE SIGN

STORM SEWER REMOVAL

WASHOUT BASIN (KDOT)

NON-PRESSURE CONNECTION TO EXISTING WATER MAIN

REMOVAL AND DISPOSAL OF REGULATED SUBSTANCES (PROJECT SPECIFIC)

REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL (SPECIAL)

Section No. 19-00511-00-CH

EXPLORATION TRENCH, SPECIAL

INLET PROTECTION (SPECIAL)

AGGREGATE BASE COURSE, TYPE CA-7

HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 8”

TEMPORARY RAMP (SPECIAL)

DEWATERING

REMOVE EXISTING FLARED END SECTION

TEMPORARY END SECTION

TEMPORARY STORM SEWER

PROPOSED STORM SEWER CONNECTION TO EXISTING MANHOLE

CUT AND CAP EXISTING WATER MAIN

MANHOLES, TYPE A, 6’-DIAMETER, WITH 2 TYPE 1 FRAME, CLOSED LID,

RESTRICTOR PLATE

TEMPORARY CATCH BASINS

TEMPORARY INLET

VALVE VAULTS TO BE REMOVED

TEMPORARY MANHOLE

FRAMES AND LIDS TO BE ADJUSTED (SPECIAL)

FENCE REMOVAL

STABILIZED CONSTRUCTION ENTRANCE

AGGREGATE (SPECIAL)

MAILBOX REMOVAL AND REPLACMENT

PERVIOUS HOT-MIX ASPHALT

DRAINAGE SCUPPERS, DS-12

TEMPORARY PAVEMENT

PROTECTION OF EXISTING TREES

REQUIRED INSPECTION OF WOODY PLANT MATERIAL

PLANTING WOODY PLANTS

FAILURE TO COMPLETE PLANT CARE AND ESTABLISHMENT WORK ON TIME

SUPPLEMENTAL WATERING

MULCH PLACEMENT FOR EXISTING WOODY PLANTS

GENERAL REQUIREMENTS FOR WEED CONTROL SPRAYING

WEED CONTROL, PRE-EMERGENT GRANULAR HERBICIDE

TRAFFIC CONTROL AND PROTECTION (ARTERIALS) (D1)

TRAFFIC CONTROL PLAN (D1)

STORM SEWER ADJACENT TO OR CROSSING WATER MAIN (D1)

INTERRUPTION OF COMMUNICATION

TRAFFIC SIGNAL GENERAL REQUIREMENTS (D1 LR)

RE-OPTIMIZE TRAFFIC SIGNAL SYSTEM

SERVICE INSTALLATION (TRAFFIC SIGNALS)

COILABLE NON-METALLIC CONDUIT

UNDERGROUND RACEWAYS

HANDHOLES

Section No. 19-00511-00-CH

HANDHOLDES (KDOT SUPPLEMENT)

FIBER OPTIC TRACER CABLE

FULL-ACTUATED CONTROLLER AND CABINET

HANDHOLE, COMPOSITE CONCRETE (KDOT)

ELECTRIC CABLE

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

TRAFFIC SIGNAL POST

PEDESTRIAN SIGNAL POST

MAST ARM ASSEMBLY AND POLE

CONCRETE FOUNDATIONS

LIGHT EMITTING DIODE (LED) SIGNAL HEAD AND OPTICALLY PROGRAMMED LED

SIGNAL HEAD

LIGHT EMITTING DIODE (LED) PEDESTRIAN SIGNAL HEAD

DETECTOR LOOP

VIDEO VEHICLE DETECTION SYSTEM

RELOCATE EXISTING EMERGENCY VEHICLE PRIORITY SYSTEM, DETECTOR UNIT

RELOCATE EXISTING EMERGENCY VEHICLE PRIORITY SYSTEM, PHASING UNIT

ACCESSIBLE PEDESTRIAN SIGNALS

TEMPORARY TRAFFIC SIGNAL INSTALLATION

TEMPORARY INTERCONNECT (KDOT)

TEMPORARY TRAFFIC SIGNAL TIMING

REMOVE EXISTING TRAFFIC SIGNAL EQUIPMENT

MAST ARM SIGN PANELS

RELOCATE EXISTING PTZ CAMERA

TRAFFIC SIGNAL BACKPLATE

NETWORK CONFIGURATION (KDOT)

OUTDOOR RATED NETWORK CABLE

UNINTERRUPTIBLE POWER SUPPLY

FIBER OPTIC CABLE, SINGLE MODE (KDOT)

DETECTOR LOOP REPLACEMENT (KDOT)

LAYER II DATALINK SWITCH (KDOT)

UNDERGROUND RACEWAYS AND HANDHOLES (KDOT)

CONTRACT GUARANTEE, ELECTRICAL (KDOT)

FULL-ACTUATED CONTROLLER AND CABINET (KDOT)

LED SIGNAL HEAD AND OPTICALLY PROGRAMMED LED SIGNAL HEAD (KDOT)

MAST ARM ASSEMBLY AND POLE (KDOT)

STEEL COMBINATION MAST ARM ASSEMBLY AND POLE WITH DUAL MAST ARMS

MAST ARM SIGN PANELS (KDOT)

TEMPORARY TRAFFIC SIGNAL INSTALLATION (KDOT)

TEMPORARY TRAFFIC SIGNAL TIMING (KDOT)

TRAFFIC SIGNAL BACKPLATE (KDOT)

TRAFFIC SIGNAL GENERAL REQUIREMENTS (KDOT)

COMMUNICATIONS VAULT (KDOT)

Section No. 19-00511-00-CH

GENERAL ELECTRICAL REQUIREMENTS

CONDUIT COUPLER

WIRE AND CABLE

UNIT DUCT

ELECTRIC SERVICE INSTALLATION

ELECTRIC UTILITY SERVICE CONNECTION

MAINTENANCE OF LIGHTING SYSTEM (KDOT)

REMOVE CABLE FROM CONDUIT

REMOVAL OF LIGHTING LUMINAIRE, SALVAGE

LUMINAIRE, LED, ROADWAY

COMBINATION LIGHTING CONTROLLER

LIGHT POLE FOUNDATION, 24” DIAMETER, OFFSET

TEMPORARY LIGHTING SYSTEM

REMOVE TEMPORARY LIGHTING SYSTEM

LUMINAIRE SAFETY CABLE ASSEMBLY (KDOT)

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

AVAILABLE REPORTS

LR 107-4

LR 1030-2

SWPPP

ARMY CORPS OF ENGINEERS PERMIT

IEPA WATER MAIN PERMIT

IEPA LPC-663

BDE SPECIAL PROVISIONS

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

File Name Pg. Special Provision Title Effective Revised 80099 364 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022 _ 80274 366 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 Automated Flagger Assistance Device Jan. 1, 2008 April 1, 2023 80173 369 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80426 Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 April 1, 2026 80475 Bridge Deck Concrete Overlays Jan. 1, 2026 80241 Bridge Demolition Debris July 1, 2009

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

80460 371 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 388 Compensable Delay Costs June 2, 2017 April 1, 2019 80198 Completion Date (via calendar days) April 1, 2008 80199 Completion Date (via calendar days) Plus Working Days April 1, 2008 80461 Concrete Barrier Jan. 1, 2025 80453 Concrete Sealer Nov. 1, 2023 80261 392 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 Deck Slab Repair Jan. 1, 2026

* 80029 394 Disadvantaged Business Enterprise Participation Sept. 1, 2000 July 2, 2026

* 80486 Engineer’s Field Office Nov. 1, 2026 80467 398 Erosion Control Blanket Aug. 1, 2025 80229 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80452 Full Lane Sealant Waterproofing System Nov. 1, 2023 80433 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80471 401 Guardrail Nov. 1, 2025 80472 402 High Friction Surface Treatment Nov. 1, 2025 80456 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 Hot-Mix Asphalt – Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 April 2, 2024 80483 408 Inlet Filters April 1, 2026 80477 410 Longitudinal Tining Jan. 1, 2026 July 1, 2026 80450 412 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 Aug. 1, 2025 80478 Modified Longitudinal Construction Joint Jan. 1, 2026 80464 413 Pavement Marking April 1, 2025 Nov. 1, 2025 80468 Pavement Patching Aug. 1, 2025 80441 414 Performance Graded Asphalt Binder Jan 1, 2023 April 1, 2026 80459 Preformed Plastic Pavement Marking June 2, 2024 3426I 420 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80473 Raised Reflective Pavement Markers Nov. 1, 2025 80455 421 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 Residential Driveway Temporary Signal Nov. 1, 2025 80445 423 Seeding Nov. 1, 2022 July 1, 2026

* 80457 429 Short Term and Temporary Pavement Markings April 1, 2024 Nov. 1, 2026 80462 433 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 Sinusoidal Rumble Strips Jan. 1, 2026 80469 Slope Wall Aug. 1, 2025 80448 435 Source of Supply and Quality Requirements Jan. 2, 2023 Jan. 1, 2026 80340 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 437 Steel Cost Adjustment April 2, 2004 Nov. 1, 2025 80480 Structural Repair of Concrete Jan. 1, 2026 80397 439 Subcontractor and DBE Payment Reporting April 2, 2018 80391 440 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019

File Name Pg. Special Provision Title Effective Revised 80463 441 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025 80482 442 Submission of Payroll Records – Federal Aid Contract April 1, 2026 80437 Submission of Payroll Records – State Contract April 1, 2021 April 1, 2026 80435 444 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80465 450 Surveying Services April 1, 2025 80481 451 Temporary Concrete Barrier Jan. 1, 2026 80466 Temporary Rumble Strips April 1, 2025 80484 Tolerance in Thickness for Continuously Reinforced PCC Pavement July 1, 2026 80470 452 Traffic Signal Backplate Aug. 1, 2025 20338 453 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022

* 80439 456 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2026 80458 Waterproofing Membrane System Aug. 1, 2024 80302 457 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 Wood Sign Support Nov. 1, 2023 80427 458 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026 80485 461 Work Zone Width Restriction July 1, 2026 80071 462 Working Days Jan. 1, 2002

GUIDE BRIDGE SPECIAL PROVISION INDEX/CHECK SHEET

Effective as of the: January 16, 2026 Letting

An * indicates a new or revised special provision.

Pg

√ File Name Title Effective Revised

*GBSP 4 Polymer Modified Portland Cement Mortar June 7, 1994 Oct 17, 2025 GBSP 13 High-Load Multi-Rotational Bearings Oct 13, 1988 June 28, 2024 GBSP 14 Jack and Remove Existing Bearings April 20, 1994 April 13, 2018 GBSP 16 Jacking Existing Superstructure Jan 11, 1993 April 13, 2018 GBSP 18 Modular Expansion Joint May 19, 1994 Oct 27, 2023 GBSP 21 Cleaning and Painting Contact Surface Areas of Existing Steel

Structures June 30, 2003 Oct 23, 2020

*GBSP 25 Cleaning and Painting Existing Steel Structures Oct 2, 2001 Oct 17, 2025 GBSP 26 Containment and Disposal of Lead Paint Cleaning Residues Oct 2, 2001 Apr 22, 2016 GBSP 33 Pedestrian Truss Superstructure Jan 13, 1998 Oct 27, 2023 *GBSP 34 Concrete Wearing Surface June 23, 1994 Oct 17, 2025 463 GBSP 45 Bridge Deck Thin Polymer Overlay May 7, 1997 June 28, 2024 GBSP 55 Erection of Curved Steel Structures June 1, 2007 GBSP 59 Diamond Grinding and Surface Testing Bridge Sections Dec 6, 2004 April 15, 2022 GBSP 60 Containment and Disposal of Non-Lead Paint Cleaning

Residues Nov 25, 2004 Apr 22, 2016

GBSP 61 Slipform Parapet June 1, 2007 April 15, 2022 GBSP 67 Structural Assessment Reports for Contractor’s Means and

Methods Mar 6, 2009 Oct 5, 2015

GBSP 71 Aggregate Column Ground Improvement Jan 15, 2009 Oct 15, 2011 GBSP 78 Bridge Deck Construction Oct 22, 2013 Dec 21, 2016 GBSP 79 Bridge Deck Grooving (Longitudinal) Dec 29, 2014 Mar 29, 2017 GBSP 81 Membrane Waterproofing for Buried Structures Oct 4, 2016 March 1, 2019 GBSP 82 Metallizing of Structural Steel Oct 4, 2016 Oct 20, 2017 GBSP 83 Hot Dip Galvanizing for Structural Steel Oct 4, 2016 June 28, 2024 GBSP 85 Micropiles Apr 19, 1996 Oct 23, 2020 470 GBSP 86 Drilled Shafts Oct 5, 2015 Oct 27, 2023 GBSP 87 Lightweight Cellular Concrete Fill Nov 11, 2001 Apr 1, 2016 GBSP 88 Corrugated Structural Plate Structures Apr 22, 2016 April 13, 2018 482 GBSP 89 Preformed Pavement Joint Seal Oct 4, 2016 March 24, 2023 GBSP 90 Three Sided Precast Concrete Structure (Special) Dec 21, 2016 March 22, 2024 GBSP 91 Crosshole Sonic Logging Testing of Drilled Shafts Apr 20, 2016 March 24, 2023 GBSP 92 Thermal Integrity Profile Testing of Drilled Shafts Apr 20, 2016 March 24, 2023 GBSP 93 Preformed Bridge Joint Seal Dec 21, 2016 June 28, 2024 GBSP 94 Warranty for Cleaning and Painting Steel Structures Mar 3, 2000 Nov 24, 2004 489 GBSP 96 Erection of Bridge Girders Over or Adjacent to Railroads Aug 9, 2019 GBSP 97 Folded/Formed PVC Pipeliner April 15, 2022 GBSP 98 Cured-in-Place Pipe Liner April 15, 2022 GBSP 99 Spray-Applied Pipe Liner April 15, 2022 490 GBSP 100 Bar Splicers, Headed Reinforcement Sept 2, 2022 Oct 27, 2023 491 *GBSP 101 Noise Abatement Wall, Ground Wall Dec 9, 2022 Oct 17, 2025 *GBSP 102 Noise Abatement Wall, Structure Mounted Dec 9, 2022 Oct 17, 2025 GBSP 103 Noise Abatement Wall Anchor Rod Assembly Dec 9, 2022

Section No. 19-00511-00-CH

STATE OF ILLINOIS

SPECIAL PROVISIONS

The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", adopted January 1, 2022 (hereinafter referred to as the "Standard Specifications"); the latest edition of the "Illinois Manual on Uniform Traffic Control Devices for Streets and Highways" and the “Manual of Test Procedure of Materials” in effect on the date of invitation for bids; and the "Supplemental Specifications and Recurring Special Provisions", indicated on the Check Sheet included herein which apply to and govern the construction Randall Road at Hopps Road, Section No. 19-00511-00- CH, Job No. C-91-196-25, Contract No. 61M55, in the City of Elgin and Village of South Elgin, Kane County, Illinois and in case of conflict with any part or parts of said specifications, said special provisions shall take precedent and shall govern.

LOCATION OF PROJECT

This project is located in the City of Elgin and Village of South Elgin, Kane County. The project limits along Randall Road are from Stearns Road to 2,300 feet north of Hopps Road, along Hopps Road from 800 feet west of Randall Road to Walnut Creek Drive, and along Gyorr Road from 450 feet west of Randall Road to 400 feet east of Randall Road.

The project has a total gross and net length of 8,894.98 ft (1.68 miles).

PROJECT DESCRIPTION

The work consists of construction of a bridge over Canadian National Railway, mechanically stabilized earth walls, furnished excavation, earth excavation, pavement removal, construction of storm sewers, water main, aggregate subgrade improvement, HMA pavement, PCC pavement, combination concrete curb and gutter, PCC sidewalk and multi-use path, ADA ramps with detectable warnings, driveway removal and replacement, drainage and utility structure adjustments, tree removal, erosion control, modified urethane pavement markings, restoration, and all incidental and collateral work necessary to complete the project as shown on the plans and as described herein.

COMMONWEALTH EDISON REQUIREMENTS

This special provision pertains to all work completed within the Commonwealth Edison (ComEd) property. This work, except for Removal and Disposal of Unsuitable Material (Special), will not be measured for payment.

General

Prior to beginning any work in the vicinity of ComEd’s overhead transmission lines, the Contractor shall coordinate with Bertha Gonzalez bertha.gonzalez@comed.com of ComEd’s transmission group for required clearances, work restrictions and potential autoreclose orders. An employee of the contractor with lockout/tagout training must be present onsite when any work is taking place in the vicinity of the overhead transmission lines. If the contractor does not have the required training, advance coordination with ComEd will be needed to have a ComEd representative onsite.

If the contractor’s work requires a shutdown of ComEd’s transmission lines, the following shall apply:

• No outages will be allowed from June 1st to September 15th.

• The outage length is limited to 14 calendar days. To stay within the 7-month notice period for PJM and TSO, the outage can be up to 30 calendar days.

• The timing of the outage shall be coordinated with ComEd at least 7 months in advance of the outage. If required, the date of the outage may be delayed with an additional 2 months’ notice prior to the date of the outage.

If the contractor’s activities have the potential to encroach upon the 20’ OSHA clearance of ComEd’s transmission lines, an autoreclose may be requested for contractor protection, and the following shall apply:

• There are no time restrictions for an autoreclose, however requests may be denied on individual days within the requested window.

• The timing of the autoreclose window shall be coordinated with ComEd at least 1 month in advance.

The low wire clearance from existing ground to the transmission lines is 128’. The low wire clearance from existing ground to the mitigation wire is 110’. These clearances shall be verified in the field by the Contractor prior to initiating work. The 20’ OSHA clearance requirement, as stated above, does not apply to the mitigation wire.

Construction Project Requirements

1. All construction equipment must be free of leaks, and any leaks of oil or chemicals that occur must be cleaned up immediately and reported to the appropriate agencies as required.

2. Daily equipment inspections must be conducted to verify proper working conditions, before equipment use, on ComEd property. Written records of equipment inspections must be available to ComEd’s Environmental Services Department (ESD) upon request.

3. No construction, demolition, or equipment staging is permitted on ComEd-owned property during construction activities other than what has been proposed in the agreement area.

4. Concrete washout activities are prohibited on ComEd property.

5. Vehicle and equipment fueling is prohibited on ComEd property.

6. A spill kit of appropriate size must always be present and accessible during construction activities on ComEd property.

7. If drain tiles are damaged, Contractor shall repair or replace, as appropriate, the damaged drain tiles and accept responsibility for any adverse drainage issues and related damages that may arise.

8. ESD must provide written authorization for the discharge from excavation dewatering activities on ComEd property. If approved, dewatering activities must be conducted in accordance with Illinois Urban Manual (IUM) guidelines.

Excavation, Spoils and Materials

1. If the project requires removal of soil or waste from ComEd property, including hydrovac spoils, the material shall be removed by a ComEd Environmental Contractor of Choice (ECOC) and taken to a ComEd approved landfill. It is prohibited to dispose of any like material at a Clean Construction or Demolition Debris (CCDD) landfill. This work will be paid for as Removal and Disposal of Unsuitable Material (Special). A special provision for this work may be found elsewhere within this document.

2. Grading of excess soil is prohibited on ComEd property.

3. If the project requires additional soil and gravel, only certified “clean” fill shall be used. The source of the clean fill must be approved by ESD. For approval, the following conditions must be met:

a. A certificate of virgin material must be obtained from the source of any aggregate material.

b. Soils must be certified clean by the source and/or analyzed every 500 cubic yards for total concentrations of the comprehensive suite of parameters listed in Title 35 Illinois Administrative Code (35 IAC) Part 740, Site Remediation Program (SRP) Appendix A, Target Compound List (TCL), and verified to meet the Illinois Environmental Protection Agency’s (IEPA’s) CCDD Fill Operations and Uncontaminated Soil Fill Operations standards (35 IAC Part 1100), Maximum Allowable Concentrations (MACs).

4. Stratification of soil horizons is required for all excavation, backfilling, and restoration activities.

5. All soil must be managed in accordance with Illinois Urban Manual guidelines.

6. No construction debris, soil, fill material, or spoils may be stored on ComEd property other than what has been proposed in the agreement area.

7. Environmental sampling is not permitted on ComEd property without written approval and guidance by ESD.

Wetlands Requirements (For All Identified and Potential Wetlands)

1. Wetlands are located within the agreement area and will be impacted by the proposed project.

2. For any equipment that must be brought into wetlands, ESD requires matting or low ground pressure equipment (less than 7 psi loaded) is utilized for access through wetlands during construction activities. Timber matting is recommended for use in wetland areas.

3. Where wetlands are identified on ComEd property, ESD requires that environmental oversight of the project and inspections are conducted by the Contractor. Written records of environmental inspections must be available to ESD upon request.

4. Discharging from excavation dewatering activities on ComEd property is not permitted within 100 feet of a wetland and must be containerized for offsite disposal.

5. The Contractor shall follow all federal, state, and local wetland requirements, including United States Army Corps of Engineers (USACE) and Kane County regulations and guidelines.

INTERIM COMPLETION DATE: RESTRICTIONS

For the closure of the west leg of Gyorr Avenue in Construction Stage 1A, the Contractor shall complete all contract items and safely open traffic within a maximum consecutive number of calendar days as specified below. The Resident Engineer will certify the starting date of work and will record the number of days that the roadway is closed.

The interim completion date for the closure of the west leg of Gyorr Avenue at Randall Road is as follows:

• STAGE 1A: Closure of the west leg of Gyorr Avenue at Randall Road: 14 calendar days, after the start of the closure, to construct the pavement and applicable appurtenances.

Should the Contractor fail to complete the work within 14 calendar days (and open the road to traffic) as specified above, or within such extended time as may have been allowed by the Engineer, a daily monetary deduction will be imposed for each calendar day or fraction thereof the detour remains in place. The daily monetary deduction will be $2,500.00, in accordance with Article 105.03(b) of the Standard Specifications.

For the closure of the east leg of Gyorr Avenue in Construction Stage 2, the Contractor shall complete all contract items and safely open traffic within a maximum consecutive number of calendar days as specified below. The Resident Engineer will certify the starting date of work and will record the number of days that the roadway is closed.

The interim completion date for the closure of the east leg of Gyorr Avenue at Randall Road is as follows:

• STAGE 2: Closure of the east leg of Gyorr Avenue at Randall Road: 14 calendar days, after the start of the closure, to construct the pavement and applicable appurtenances.

Should the Contractor fail to complete the work within 14 calendar days (and open the road to traffic) as specified above, or within such extended time as may have been allowed by the Engineer, a daily monetary deduction will be imposed for each calendar day or fraction thereof the detour remains in place. The daily monetary deduction will be $2,500.00, in accordance with Article 105.03(b) of the Standard Specifications.

STATUS OF UTILITIES (D-1)

Effective: June 1, 2016 Revised: April 1, 2025

Utility companies and/or municipal owners located within the construction limits of this project have provided the following information regarding their facilities and the proposed improvements. The tables below contain a description of specific conflicts to be resolved and/or facilities which will require some action on the part of the Department’s contractor to proceed with work. Each table entry includes an identification of the action necessary and, if applicable, the estimated duration required for the resolution.

UTILITIES TO BE ADJUSTED

Conflicts noted below have been identified by following the suggested staging plan included in the contract. The company has been notified of all conflicts and will be required to obtain the necessary permits to complete their work; in some instances, resolution will be a function of the construction staging. The responsible agency must relocate, or complete new installations as noted below; this work has been deemed necessary to be complete for the Department’s contractor to then work in the stage under which the item has been listed.

Pre-Stage

STAGE /

LOCATION TYPE DESCRIPTION RESPONSIBLE

AGENCY

DURATION OF

TIME

Hopps Road Sta. 207+58, 25’ RT Pedestal Proposed Grading AT&T 180 Days

Randall Road Sta. 488+04

62.5’ RT

Line Pole and Aerial Wire Proposed Grading

ComEd Distribution

Comcast Verizon

180 Days

Randall Road Sta. 489+59, 82’ RT to Sta. 489+88, 68’ RT

Underground Cable

Proposed Storm Sewer, Retaining wall, Storm Manhole Structure, Curb &

Gutter, and Pavement Section

ComEd Distribution 180 Days

Randall Road Sta. 489+82, 70’ RT

BKMP-100

ANMW-25

Proposed Retaining Wall and Ditch AT&T 180 Days

Sta. 489+87.87

68.38’ RT

Primary Riser Pole and

Aerial Wire

Proposed Retaining Wall, and Ditch

Grading

ComEd Distribution

Comcast Verizon

180 Days

Randall Road Sta. 491+68, 74’ RT

BKMP-100

ANMW-25

Proposed Ditch AT&T 180 Days

Randall Road Sta. 491+72.42

71.94’ RT

Primary Riser Pole

Proposed Retaining Wall, and Ditch

Grading

ComEd Distribution

Comcast Verizon

180 Days

Randall Road Sta. 491+72.42

71.94’ RT

to

Sta. 493+54.00

73.1’ RT

(2)-1.5” HDPE w/

432ct FOC

Proposed Storm Sewer and ComEd

Relocation Verizon 180 Days

Randall Road Sta. 491+72, 72’ RT to Sta. 492+42, 94’ RT

Underground Cable Proposed Grading ComEd

Distribution 180 Days

Randall Road Sta. 493+54.00

73.1’ RT

Primary & Secondary Riser Pole and Aerial

Wire

Proposed Retaining Wall, Storm Sewer, and Sidewalk

ComEd Distribution

Comcast Verizon

180 Days

Randall Road Sta. 495+45.47

71.81’ RT

Transformer Pole and

Aerial Wire

Proposed Retaining Wall, Storm Sewer, and sidewalk

ComEd Distribution

Comcast Verizon

180 Days

Randall Road Sta. 497+26.42

74.16’ RT

Transformer Pole and

Aerial Wire

Proposed Storm Sewer

ComEd Distribution

Comcast Verizon

180 Days

Randall Road Sta. 498+56.36

73.87’ RT

Primary Riser Pole and

Aerial Wire

Proposed Storm Sewer

ComEd Distribution

Comcast Verizon

180 Days

Randall Road Sta. 498+69, 76’ RT to Sta. 498+84, 83’ LT

Underground Cable

Proposed Grading and Storm Sewer

ComEd Distribution 180 Days

Randall Road Sta. 498+79.67

72.53’ RT

Primary Riser Pole and

Aerial Wire

Proposed Storm Manhole

ComEd Distribution

Sta. 498+79.67

72.53’ RT

to

Sta. 500+42.38

64.77’ RT

(2)-1.5” HDPE w/

432ct FOC

Proposed Storm Manhole and ComEd

Relocation Verizon 180 Days

Randall Road Sta. 498+80, 73’ RT to Sta. 498+93, 90’ RT

Underground Cable

Proposed Storm Sewer, Underdrain, Curb and Gutter, Sidewalk

ComEd Distribution 180 Days

Randall Road Sta. 500+42.38

64.77’ RT

Line Pole and Aerial Wire

Proposed Retaining Wall and Ditch

Grading

Randall Road Sta. 502+35.99

62.48’ RT

Corner Pole and Aerial

Wire

Proposed Retaining Wall and Ditch

Grading

Randall Road Sta. 503+33.73

61.72’ RT

Line Pole and Aerial Wire

Proposed Retaining Wall and Ditch

Grading

Randall Road Sta. 504+09, 63’ RT to Sta. 504+11, 98’ RT

Underground Cable

Proposed Retaining Wall and Ditch

Grading

ComEd Distribution 180 Days

Randall Road Sta. 504+12.29

63.30’ RT

Primary Riser Pole and

Aerial Wire

Proposed Retaining Wall and Ditch

Grading

Randall Road Sta. 505+80.67

64.16’ RT

Corner Pole and Aerial

Wire

Proposed Retaining Wall and Ditch

Grading

Randall Road Sta. 507+45.49

63.72’ RT

Line Pole and Aerial Wire

Proposed Retaining Wall

Sta. 509+10.35

66.66’ RT

Line Pole and Aerial Wire

Proposed Retaining Wall and Ditch

Grading

Randall Road Sta. 510+74.53

64.76’ RT

Line Pole and Aerial Wire

Proposed Ditch Grading, and Curb and Gutter

Randall Road Sta. 512+37.86

62.65’ RT

Line Pole and Aerial Wire

Proposed Ditch Grading, and Curb and Gutter

Randall Road Sta. 514+11.42

65.42’ RT

Line Pole and Aerial Wire

Proposed Ditch Grading, and Curb and Gutter

Randall Road Sta. 515+37.59

70.29’ RT

Line Pole and Aerial Wire

Proposed Ditch Grading, and Curb and Gutter

Stage 1

AGENCY

DURATION OF

TIME

Gyorr Avenue Sta. 102+68, 33’ LT to Sta. 106+47, 52’ LT

2” PE

Existing main to be retired due to conflicts with proposed bridge improvements

Nicor 150 Days

Gyorr Avenue Sta. 106+17, 50’ LT to Sta. 107+86, 71’ LT

Underground Cable

Proposed Grading and Retaining Wall

ComEd Distribution 180 Days

Hopps Road Sta. 209+98.35

15.45’ RT

Transformer Pole and

Aerial Wire

Proposed Excavation/Pavement

Section

Metro FiberNet

Hopps Road Sta. 210+00, 18’ RT

BKMP-200

6F FIBER

5B92MT-048

5BQ2MT-024

Proposed Roadway in Conflict with ComEd Pole; AT&T Aerial

Attached

AT&T 180 Days

Randall Road Sta. 488+25

66’ LT

8” Steel Main Proposed Light Pole Nicor 150 Days

Randall Road Sta. 490+00, 68’ LT to Sta. 512+00, 67’ LT

8” Steel Main

Existing main to be retired due to conflicts with proposed bridge improvements

Nicor 150 Days

Randall Road Sta. 498+58, 2’ LT to Sta. 498+96, 83’ LT

Underground Cable

Proposed Grading and Storm Sewer

ComEd Distribution 180 Days

Randall Road Sta. 499+67, 166’

RT

to

Sta. 503+93, 503’

LT

Aerial Wire Proposed Grading

Changing Overhead Clearances

ComEd Transmission 180 Days

Randall Road Sta. 502+59, 51’ LT

Corner Pole and Aerial

Wire

Proposed Curb and Gutter

AT&T

Randall Road Sta. 506+18, 60’ LT 5BQ1M6-006 Proposed Retaining

Wall AT&T 180 Days

Randall Road Sta. 506+18, 58’ LT

1-PC-4-

FLEXIBLE

5BQ1M6-006

Proposed Sidewalk AT&T 180 Days

Sta. 506+55, 76’ LT ANTW-50 Proposed Sidewalk and

Retaining Wall AT&T 180 Days

Randall Road Sta. 506+68.11

68.11’ LT

Transformer Pole and

Aerial Wire

Proposed Retaining Wall

Randall Road Sta. 506+68.11

68.11’ LT

(1)-2” Conduit w/

(2)-12ct FOC

Proposed Retaining Wall and ComEd

Relocation Verizon 180 Days

Randall Road Sta. 513+29, 67’ LT 2” PE Existing main to be retired Nicor 150 Days

Sta. 513+54, 66’ LT to Sta. 519+45, 35’ LT

8” Steel Main Existing main to be retired Nicor 150 Days

Randall Road Sta. 519+53.83

48.89’ LT

Corner Pole and Aerial

Wire

Proposed Underdrain/Curb and

Gutter

Randall Road Sta. 519+97.10

80.43’ LT

Secondary Riser Pole and Aerial

Wire

Proposed MU Pathway

Randall Road Sta. 520+31, 35’ LT Manhole Proposed Roadway

Resurfacing AT&T 180 Days

Randall Road Sta. 521+40.80

3.27’ LT

Corner Pole Proposed Storm Sewer

Distribution 180 Days

Randall Road Sta. 529+55.70

1.79’ LT

Line Pole

Proposed Excavation/Pavement

Section

Randall Road Sta. 531+20.97

16.77’ LT

Line Pole

Proposed Curb and Gutter

Randall Road Sta. 532+84.44

41.68’ LT

Line Pole Proposed Storm Sewer

Randall Road Sta. 534+69.98

62.65’ LT

Randall Road Sta. 536+50.87

73.90’ LT

Stage 2

AGENCY

DURATION OF

TIME

Hopps Road Sta. 215+07, 94’ RT

ANMW-600

BKMP-200

6F FIBER

Proposed Sidewalk AT&T 180 Days

Sta. 216+46, 29’ LT to Sta. 218+66, 29’ LT

Underground Cable

Proposed Grading and Sidewalk Comcast 180 Days

Hopps Road Sta. 217+58, 65’ RT to Sta. 219+98, 36’ RT

Underground Cable Proposed Sidewalk ComEd

Distribution 180 Days

Hopps Road Sta. 217+58, 65’ RT to Sta. 219+98, 36’ RT

Underground Cable Proposed Sidewalk ComEd

Distribution 180 Days

Hopps Road Sta. 218+66, 29’ LT to Sta. 218+40, 55’ RT

Underground Cable

Proposed Grading and Sidewalk Comcast 180 Days

Hopps Road Sta. 219+11, 137’

LT

to

Sta. 219+98, 36’ RT

Underground Cable Proposed Sidewalk ComEd

Distribution 180 Days

Hopps Road Sta. 220+01, 36’ RT Manhole Proposed Grading ComEd

Distribution 180 Days

Hopps Road Sta. 220+05, 36’ RT Manhole Proposed Grading ComEd

Distribution 180 Days

Hopps Road Sta. 220+99, 24’ LT Handhole Proposed Curb AT&T 180 Days

Hopps Road Sta. 221+04, 25’ LT

2-PC-4-

FLEXIBLE

3412LT-024

Proposed Curb AT&T 180 Days

Hopps Road Sta. 221+46, 22’ LT

5BQ2MT24-

1250LP Proposed Curb AT&T 180 Days

Hopps Road Sta. 221+52, 34’ RT Pedestal Proposed Culvert AT&T 180 Days

Hopps Road Sta. 222+18, 25’ LT to Sta. 222+40, 42’ RT

Underground Cable Proposed Inlet ComEd

Distribution 180 Days

Randall Road Sta. 493+46, 77’ RT

Pedestal

ANMW-100

ANMW-50

Proposed Storm Sewer and Sound Wall AT&T 180 Days

Randall Road Sta. 493+49, 74’ RT BKMP-100 Proposed Storm Sewer and Sound Wall AT&T 180 Days

Sta. 517+50, 90’ RT to Sta. 520+04, 143’

RT

Underground Cable

Proposed Ditch

Randall Road Sta. 517+52.34

89.47’ RT

Primary Riser Pole and

Aerial Wire

Proposed Ditch Grading

Randall Road Sta. 518+15.06

109.52’ RT

Line Pole and Aerial

Wire

Proposed Ditch Grading

Randall Road Sta. 518+40.63

105.21’ RT

Line Pole and Aerial

Wire

Proposed Ditch Grading

Randall Road Sta. 519+26.73

119.28’ RT

Corner Pole and Aerial

Wire

Proposed Ditch Grading

Randall Road Sta. 519+90

137’ RT

Line Pole

Randall Road Sta. 519+97.13

134.83’ RT

Line Pole and Aerial

Wire

Randall Road Sta. 519+99, 80’ LT to Sta. 521+52, 14’ RT

Underground Cable

Proposed Grading and Sidewalk Comcast 180 Days

Randall Road Sta. 520+18, 139’

RT

to

Sta. 520+98, 158’

RT

Underground Cable

Sta. 520+23.05

139.28’ RT

Primary Riser Pole and

Aerial Wire

Randall Road Sta. 520+54

76’ RT

12” Steel Main

Proposed Mast Arm Foundation Nicor 150 Days

Randall Road Sta. 520+54

79’ RT

12” Steel Main

Proposed Underground Conduit Nicor 150 Days

Randall Road Sta. 520+79.08

150.33’ RT

Corner Pole Proposed MU Pathway

Randall Road Sta. 522+14.05

165.19’ RT

Transformer Pole and

Aerial Wire

Proposed Storm Sewer

Astound

Randall Road Sta. 523+1.99

27.04’ RT

Line Pole and Aerial

Wire

Proposed Storm Sewer and

Randall Road Sta. 523+43.01

175.33’ RT

Line Pole and Aerial

Wire Proposed Grading

Randall Road Sta. 523+51, 173’

RT

to

Sta. 525+00, 166’

RT

Underground Cable Proposed Grading ComEd

Distribution 180 Days

Randall Road Sta. 524+69.42

25.83’ RT

Line Pole

Proposed

Sta. 524+97.51

166.03’ RT

Primary Riser Pole and

Aerial Wire Proposed Grading

Randall Road Sta. 526+31.25

166.04’ RT

Transformer Pole and

Aerial Wire Proposed Grading

Randall Road Sta. 526+32.80

18.52’ RT

Line Pole

Proposed

Randall Road Sta. 526+49.29

163.86’ RT

Transformer Pole and

Aerial Wire Proposed Grading

Randall Road Sta. 527+96.15

9.98’ RT

Randall Road Sta. 534+25, 82’ RT to Sta. 535+40, 75’ RT

AFTW-100 Proposed Ditch Grading AT&T 180 Days

Randall Road Sta. 536+82, 75’ RT

AFTW-100

AFTW-600

BKTA-600

Proposed Grading AT&T 180 Days

Sta. 536+85, 74’ RT BKTA-600 Proposed Grading AT&T 180 Days

Pre-Stage: __180__ Days Total Installation Stage 1: ___0___ Days Total Installation Stage 2: __0___ Days Total Installation

The following contact information is what was used during the preparation of the plans, as provided by the Agency/Company responsible for resolution of the conflict.

Agency/Company Responsible to

Resolve Conflict

Name of contact

Phone E-mail address

Astound Paul Flinkow (630) 803-9660 paul.flinkow@astound.com Paul.Flinkow@wowinc.com

AT&T

(Distribution) Bobby Akhter n/a ba3817@att.com

Comcast Martha Gieras (224) 229-5862 Martha_gieras@cable.comcast.com

Commonwealth Edison Lisa Argast (630)

576-7094 PlanSubmittalsandMapRequests@exeloncorp.com

Lisa.argast@comed.com

City of Elgin Engineering Department

(847) 931-5955 coedryutilitypermits@cityofelgin.org

MCI – Verizon Business

Investigations

– Team

(800) 492-3100 investigations@verizon.com

MetroNet Fiber LLC Lori Kemper (812)

213-1050 Lori.Kemper@metronet.com

Nicor Gas Sakibul Forah

(630) 388-2903 gasmaps@southernco.com

Village of South Elgin

Dan Mann (847) 695-2742 dmann@southelgin.com

UTILITIES TO BE WATCHED AND PROTECTED

The areas of concern noted below have been identified by following the suggested staging plan included for the contract. The information provided is not a comprehensive list of all remaining utilities, but those which during coordination were identified as ones which might require the Department’s contractor to take into consideration when making the determination of the means and methods that would be required to construct the proposed improvement. In some instances, the contractor will be responsible to notify the owner in advance of the work to take place so necessary staffing on the owner’s part can be secured.

Pre-Stage

LOCATION TYPE DESCRIPTION OWNER

Hopps Road Sta. 207+22, 49’ RT

12” Steel Gas Main

Proposed Fire Hydrant and Water Main Nicor

Randall Road Sta. 487+99, 64’ RT

BKMP-100

Cable Proposed Ditch Grading AT&T

Randall Road Sta. 492+44, 96’ RT to Sta. 493+13, 80’ RT

8” Water Main Proposed Grading and Curb and Gutter Village of South Elgin

Randall Road Sta. 493+46, 77’ RT

ANMW-100

Cable Proposed Storm Sewer AT&T

Randall Road Sta. 493+60, 76’ RT to Sta. 494+89, 78’ RT

ANMW-50

Cable Proposed Storm Sewer AT&T

Randall Road Sta. 506+77, 92 RT to Sta. 510+77, 88’ RT

Water Main Proposed Retaining Wall and Grading City of Elgin

Stage 1

Gyorr Avenue Sta. 103+29, 59’ LT to Sta. 106+24, 75’ LT

12” Water Main Proposed Grading Village of South Elgin

Gyorr Avenue Sta. 103+69, 31’ RT to Sta. 106+24, 75’ LT

12” Water Main Proposed Grading Village of South Elgin

Sta. 220+00, 24’ LT

2-PC-4-

FLEXIBLE

Cable Proposed Storm Sewer AT&T

Hopps Road Sta. 221+46, 27’ LT

ANMW-600

Cable Proposed Culvert AT&T

Hopps Road Sta. 221+46, 22’ LT

5BQ2MT24-

1250LP Cable Proposed Culvert AT&T

Randall Road Sta. 496+63, 79’ LT to Sta. 499+20, 76’ LT

12” Water Main Proposed Grading and Retaining Wall Village of South Elgin

Randall Road Sta. 506+51, 12’ LT to Sta. 506+43, 48’ RT

ANTW-50

Cable Proposed Storm Sewer AT&T

Randall Road Sta. 507+67, 45’ LT

1-PC-4-

FLEXIBLE

Cable Proposed Storm Sewer AT&T

Randall Road Sta. 509+52, 51’ LT

1-PC-4-

FLEXIBLE

Cable Proposed Storm Sewer AT&T

Randall Road Sta. 518+50, 26’ LT

1-PC-4-

FLEXIBLE

Cable Proposed Storm Sewer AT&T

Randall Road Sta. 518+84, 99’ LT to Sta. 518+92, 108’ LT

12” Steel Gas Main Proposed Grading

Nicor

Sta. 519+50, 59’ LT

12” Steel Gas Main Proposed Storm Sewer Nicor

Randall Road Sta. 520+00, 0’ LT

12” Steel Gas Main Proposed Storm Sewer Nicor

Randall Road, Sta. 520+01, 32’ LT

1-PC-4-

FLEXIBLE

Cable Proposed Storm Sewer AT&T

Randall Road Sta. 520+55, 2’ LT

2-PC-4-

FLEXIBLE

Cable Proposed Storm Sewer AT&T

Stage 2

Randall Road Sta. 515+09, 78’ RT to Sta. 520+26, 148’ RT

Water Main Proposed Ditch Grading City of Elgin

Randall Road Sta. 520+50, 63’ RT

12” Steel Gas Main Proposed Storm Inlet Nicor

Gyorr Avenue Sta. 108+11, 37’ RT to Sta. 110+01, 44’ RT

8” Water Main Proposed Grading and Curb and Gutter Village of South Elgin

Hopps Road Sta. 217+00, 30’ RT to Sta. 219+00, 56’ RT

12” Steel Gas Main Proposed Grading Nicor

Hopps Road Sta. 219+79, 44’ RT

8” Steel Gas Main Proposed Storm Sewer Nicor

Hopps Road Sta. 221+48, 44’ RT

8” Steel Gas Main Proposed Storm Sewer Nicor

Hopps Road Sta. 217+40, 2’ RT to Sta. 218+27, 24’ RT

2-PC-4-

FLEXIBLE

Cable Proposed Storm Sewer AT&T

Hopps Road Sta. 221+07, 51’ RT to Sta. 222+63, 50’ RT

Underground Fiber Proposed Sidewalk Everstream

The following contact information is what was used during the preparation of the plans as provided by the owner of the facility.

Agency/Company Responsible to

Resolve Conflict

Name of contact

Phone E-mail address

Astound Paul Flinkow (630) 803-9660 paul.flinkow@astound.com Paul.Flinkow@wowinc.com

AT&T

(Distribution) Bobby Akhter n/a ba3817@att.com

Comcast Martha Gieras (224) 229-5862 Martha_gieras@cable.comcast.com

Commonwealth Edison Lisa Argast (630)

576-7094 PlanSubmittalsandMapRequests@exeloncorp.com

Lisa.argast@comed.com

City of Elgin Engineering Department

(847) 931-5955 coedryutilitypermits@cityofelgin.org

MCI – Verizon Business

Investigations

– Team

(800) 492-3100 investigations@verizon.com

MetroNet Fiber LLC Lori Kemper (812)

213-1050 Lori.Kemper@metronet.com

Nicor Gas Sakibul Forah

(630) 388-2903 gasmaps@southernco.com

Village of South Elgin

Dan Mann (847) 695-2742 dmann@southelgin.com

The above represents the best information available to the Department and is included for the convenience of the bidder. The days required for conflict resolution should be considered in the bid as this information has also been factored into the timeline identified for the project when setting the completion date. The applicable portions of the Standard Specifications for Road and Bridge Construction shall apply.

Estimated duration of time provided above for the first conflicts identified will begin on the date of the executed contract regardless of the status of the utility relocations. The responsible agencies will be working toward resolving subsequent conflicts in conjunction with contractor activities in the number of days noted.

The estimated relocation duration must be part of the progress schedule submitted by the contractor. A utility kickoff meeting will be scheduled between the Department, the Department’s contractor, and the utility companies when necessary.

The contractor is responsible for contacting JULIE (or DIGGER within the City of Chicago) prior to any excavation work. Please note that IDOT electrical facilities are not part of the one-call locating services, such as JULIE or DIGGER.

If the contract requires the services of an electrical contractor, it is the contractor’s responsibility, at their own expense, to locate existing IDOT electrical facilities before commencing work. For contracts that do not require an electrical contractor, the contractor may request one free locate of IDOT electrical facilities by contacting the Department’s Electrical Maintenance Contractor. Additional locate requests will be at the contractor’s expense.

The Department’s Electrical Maintenance Contractor must be notified at least 72 hours in advance of the work by calling 773-287-7600 or emailing dispatch@meade100.com to arrange for the locating of underground electrical facilities.

Please note, the marking of underground facilities does not absolve the contractor of their responsibility to repair or replace any facilities damaged during construction at their expense.

EMBANKMENT I (D-1)

Effective: March 1, 2011 Revised: November 1, 2013

Description. This work shall be according to Section 205 of the Standard Specifications except for the following.

Material. All material shall be approved by the District Geotechnical Engineer. The proposed material must meet the following requirements.

a) The laboratory Standard Dry Density shall be a minimum of 90 lb/cu ft (1450 kg/cu

m) when determined according to AASHTO T 99 (Method C).

b) The organic content shall be less than ten percent determined according to AASHTO T 194 (Wet Combustion).

c) Soils which demonstrate the following properties shall be restricted to the interior of the embankment and shall be covered on both the sides and top of the embankment by a minimum of 3 ft (900 mm) of soil not considered detrimental in terms of erosion potential or excess volume change.

1) A grain size distribution with less than 35 percent passing the number 75 um

(#200) sieve.

2) A plasticity index (Pl) of less than 12.

3) A liquid limit (LL) in excess of 50.

d) Reclaimed asphalt shall not be used within the ground water table or as a fill if ground water is present.

e) The RAP used shall be according to the current Bureau of Materials and Physical Research Policy Memorandum, “Reclaimed Asphalt Pavement (RAP) for Aggregate Applications”. Gradation deleterious count shall not exceed 10% of total RAP and 5% of other by total weight.

CONSTRUCTION REQUIREMENTS

Samples. Embankment material shall be sampled, tested, and approved before use.

The contractor shall identify embankment sources, and provide equipment as the Engineer requires, for the collection of samples from those sources. Samples will be furnished to the Geotechnical Engineer a minimum of three weeks prior to use in order that laboratory tests for approval and compaction can be performed. Embankment material placement cannot begin until tests are completed and approval given.

Placing Material. In addition to Article 202.03, broken concrete, reclaimed asphalt with no expansive aggregate, or uncontaminated dirt and sand generated from construction or demolition activities shall be placed in 6 inches (150 mm) lifts and disked with the underlying lift until a uniform homogenous material is formed. This process also applies to the overlaying lifts.