25-00697-00-SW-Specifications.pdf

Equity & Quality of Life Funds FY 25

Sidewalk Improvements

Section 25-00697-00-SW

4/17/2026

Specifications

TABLE OF CONTENTS

A. City of Urbana Special Provisions

a. General Contractual Conditions

b. Technical Provisions

B. IDOT Special Provisions

a. Index for Supplemental Specifications

b. BLR 11300 – Check Sheet for Recurring Special Provisions

c. BDE Special Provisions

d. BLRS Special Provisions

C. Standard Details

a. IDOT Highway Standards

SECTION A

City of Urbana Special Provisions

City of Urbana Equity and Quality of Life FY 25 Sidewalk Improvements

Section 25-00697-00-SW

04/15/2026 1

CITY OF URBANA

SPECIAL PROVISIONS

PART 1 – GENERAL CONTRACTUAL CONDITIONS

1.1 COORDINATION OF CONTRACT DOCUMENTS

1.2 PRE-CONSTRUCTION MEETING

1.3 GUARANTEE PERIOD

1.4 CONSTRUCTION AND MAINTENANCE NOISE

1.5 PREVAILING WAGE RATES

1.6 PROSECUTION OF THE WORK AND WORKING DAYS

PART 2 - TECHNICAL PROVISIONS

2.1 LOCATION OF PROJECT

2.2 DESCRIPTION OF WORK

2.3 INLETS TO BE ADJUSTED

2.4 WATER VALVES TO BE ADJUSTED

2.5 TRAFFIC CONTROL AND PROTECTION ....................................................................................................... 4-6

2.6 HANDHOLES TO BE ADJUSTED

2.7 GAS VALVES TO BE ADJUSTED ...................................................................................................................... 6-7

2.8 JUNCTION BOX TO BE ADJUSTED…………………………………………………………………………………………………….7

2.9 INLETS TO BE REMOVED (SPECIAL)

2.10 RELOCATE SIGN PANEL AND POST

2.11 DRILL AND GROUT #6 TIE BARS ……………………………………………………………………………………………………….8

04/15/2026 2

PART 1 – GENERAL CONTRACTUAL CONDITIONS

1.1 Coordination of Contract Documents

The following table supplements the hierarchy of contract documents according to Article 105.05 of the Standard Specifications.

Authorized Change Orders Hold over: Addenda to Contract Documents, Special

Provisions, Plans, Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Addenda to Contract Documents Hold over: Special Provisions, Plans, Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Special Provisions (1) Hold over: Plans, Recurring Special Provisions, Supplemental Specifications, and Standard Specifications.

Plans (2) Hold over: Recurring Special Provisions Supplemental Specifications, and Standard Specifications.

Notes:

(1) The term “Special Provisions” includes General Information, General Contractual Conditions, and Technical Provisions.

(2) Detail plans hold over Urbana Standard Details, and Urbana Standard Details hold over IDOT District or Highway Standards.

1.2 Pre-Construction Meeting

As soon as possible after receipt of the Notice to Proceed, the ENGINEER will schedule a Pre-construction Meeting for the project. The CONTRACTOR shall have his/her General Superintendent and Jobsite Superintendent present at the appropriate meeting to discuss all details of the project. At these meetings, the CONTRACTOR shall submit for approval information and drawings where appropriate on all major equipment and materials planned for use on the projects to the ENGINEER for approval.

Information shall be included on a minimum of the following items:

A. List of Subcontractors and Material Suppliers B. Shop Drawings C. Erosion Control Plan and Inlet Filter Systems D. Construction Staging and Access to Properties E. Traffic Control Plan F. Progress Schedule

1.3 Guarantee Period

The CONTRACTOR shall warrant all work performed for a period of one (1) year from the date of completion and acceptance by the OWNER.

1.4 Construction and Maintenance Noise

The contractor shall adhere to the City of Urbana noise ordinance Section 16-7 in scheduling work windows. According to the ordinance, it is unlawful to use any construction equipment to perform any

04/15/2026 3 construction or maintenance work associated with this project at any time between the hours noted below where such construction equipment is operated within six hundred (600) feet of any residence, hospital, or place of worship.

8:00 pm through 7:00 am Monday through Saturday 8:00 pm Saturday through 12:00 pm (noon) Sunday 8:00 pm Sunday through 7:00 am Monday

This time regulation shall not apply to sawing contraction joints, maintenance or operation of safety and traffic control devices such as barricades, signs and lighting, or to construction of an emergency nature.

Any arrow boards used for traffic control that is to remain in place overnight shall be of a non-motorized type in order to eliminate noise and comply with the City’s Ordinance.

Exception: Any machine or device or part thereof which is regulated by or becomes regulated by Federal or State of Illinois noise standards shall conform to those above standards. Such equipment shall be operated as designated above.

1.5 Prevailing Wage Rates

The current prevailing wage rates for Champaign County, Illinois are found on the Illinois Department of Labor (IDOL) website (https://labor.illinois.gov/laws-rules/conmed/current-prevailing-rates.html).

1.6 Prosecution of the Work and Working Days

Replace Article 108.03 of the Standard Specifications with the following:

The Contractor shall begin the work to be performed under the contract according to a satisfactory progress schedule or critical path schedule. If the Contractor has not submitted a satisfactory progress schedule or critical path schedule to the Engineer withing five days after the execution of the contract by the Department, then the Contractor shall begin the work to be performed under the contract not later than ten days after the execution of the contract by the Department. The work shall be prosecuted in such a manner and with such a supply of materials, equipment and labor as is considered necessary to ensure its completion according to the time specified in the contract.

The Contractor shall notify the Engineer at least 24 hours in advance of either discontinuing or resuming operations.

Add the following to the end of the first paragraph of Article 108.04 of the Standard Specifications:

The charging of working says may start later than ten days after the execution and approval of the contract according to a satisfactory progress schedule or critical path schedule.

04/15/2026 4

PART 2 - TECHNICAL 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 the City of Urbana’s EQUITY AND QUALITY OF LIFE FY 25 SIDEWALK IMPROVEMENTS and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take place and govern.

2.1 Location of Project

One (1) location in the City of Urbana selected in the fiscal year 2022 Equity and Quality of Life Program (EQLFY2022). Specifically, improvements lie along Cottage Grove, at Silver Street and at Brighton Drive, on East Harding Drive, from approximately 500’ west of Vawter Street east to Philo Road, and on Vawter Street from approximately 150’ south of East Harding Drive to it's intersection.

2.2 Description of Work

This work includes construction of new sidewalks, curb and gutter, driveway pavement, utility adjustments, and appurtenances.

2.3 Inlets To Be Adjusted

Description. This work shall consist of adjusting storm sewer inlets at the locations shown in the plans.

This work shall be in accordance with Section 602 of the Standard Specifications, Standard 604006, Standard 604051, Standard 604086, and the following.

Materials. All inlet adjustments shall use Cretex adjustment rings, or equivalent, approved by the Engineer.

Basis of Payment. This work shall be paid for at the contract unit price, each, for INLETS TO BE

ADJUSTED.

2.4 Water Valves To Be Adjusted

Description. This work includes all labor, equipment, and materials required to adjust any water valves to the proposed finished grade at locations shown in the plans. This work shall be in accordance with the applicable sections of the Standard Specifications and the Standard Specification for Water and Sewer Main Construction in Illinois, Fifth Edition and shall include any necessary excavating and backfilling to adjust the water valve to proper grade.

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

WATER VALVES TO BE ADJUSTED.

2.5 Traffic Control and Protection

Traffic Control shall be in accordance with the applicable sections of the Standard Specifications for Road and Bridge Construction, the applicable guidelines contained in the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways, these Special Provisions, and any special details and Highway Standards contained herein and in the plans.

04/15/2026 5

Special attention is called to Articles 107.09, 107.14, and 107.15 of the Standard Specifications for Road and Bridge Construction, the following Highway Standards, and Recurring Special Provisions relating to traffic control:

Highway Standards:

701001-02 Off-Road Operations, 2L, 2W, More than 15’ (4.5M) Away 701006-05 Off-Road Operations, 2L, 2W, 15’ (4.5 M) To 24” (600 MM) From Pavement Edge 701602-10 Urban Lane Closure Multilane, 1W 2W With Nontraversable Median 701801-06 Sidewalk, Corner or Crosswalk Closure (2 of 2) 701901-11 Traffic Control Devices (3 of 3)

A Traffic Control Plan that covers all phases of each separate location shall be submitted for review.

Work may not begin at any location until Traffic Control Plan has been approved by the Engineer.

The Contractor shall provide and install as a minimum two weighted sandbags for each type II barricade and carrel. The type III barricades shall receive a minimum four weighted sandbags per barricade. Temporary sign supports shall also be weighted with a minimum of 4 sandbags. Cones shall not be utilized at any time for traffic control.

The Contractor shall place as a minimum four type II barricades or drums around each area of broken concrete, open areas or excavated areas. When the broken pavement, open holes, or excavated areas are on streets that are open to traffic, two barricades or drums shall be placed at the edge in the closed lane. The longitudinal distance between barricades shall not exceed 10 feet along the perimeter of an area or along the centerline of a closed lane. The Contractor shall protect all broken concrete, open excavations and fresh concrete with yellow safety ribbon along the perimeter as directed by the Engineer.

Any additional signage or special signs required by the Engineer shall be considered as incidental. This work will not be paid for separately but shall be included with TRAFFIC CONTROL AND

PROTECTION, (SPECIAL).

Contractor shall be responsible for coordinating with the City representative for construction traffic signal timings at all signalized intersections within the project limits. This work will not be paid for separately but shall be included with TRAFFIC CONTROL AND PROTECTION, (SPECIAL).

Advanced Notice. The City of Urbana will be responsible for notifying the public, the United States Postal Service and the emergency service agencies for road closures and changes in the traffic maintenance plans.

The contractor shall notify the City 72 hours in advance of implementing new or adjusting existing traffic control.

Access. If a proposed patch or driveway remove/replacement interferes with access to a private or commercial driveway, the contractor shall give at least 48 hours advanced notice to the Engineer of the driveway closure. If a private home or commercial business has one (1) entrance, all attempts must be made to do only half the drive (while maintaining access) at a time. If a private home or commercial business has two (2) or more entrances, at least one (1) entrance must remain open at all times.

Nearby on-street parking shall be maintained while the driveway is closed.

Solar Powered Arrow Boards. Arrow boards shall be used as required by the Standards and as directed by the Engineer. All arrow boards to be used on this project shall be solar powered.

04/15/2026 6

Pedestrian Sidewalk Control. The Contractor shall install, maintain, and remove necessary signs and barricades needed to direct pedestrians to usable sidewalks and walkways during the construction, and as directed by the Engineer. At each point of closure, a sufficient number of barricades shall be used to completely close the sidewalk to pedestrian movement. Where construction activities involve sidewalks on both sides of the street, the work shall be staged so that both are not out of service at the same time.

Public Safety and Convenience. The Contractor shall maintain entrances and side roads along the proposed improvement. Interference with traffic movements and inconvenience to owners of abutting property and the public shall be kept to a minimum. Any delays or inconveniences caused to the Contractor by complying with these requirements shall be considered as incidental to the contract and no additional compensation will be allowed.

Basis of Pavement. All work prescribed and referenced herein shall be paid for at the contract lump sum price for TRAFFIC CONTROL AND PROTECTION, (SPECIAL). This price shall include all labor, materials, transportation, handling, and incidental work necessary to furnish, install, relocate, maintain, and remove all traffic control devices as required and provide flaggers as needed.

The Contractor shall comply with these requirements and any progress delays caused by complying with these requirements shall be considered as included with the Traffic Control and Protection, Special.

2.6 Handholes To Be Adjusted

Description. This work shall consist of adjusting existing handhole elevations to match the final sidewalk grades. This work shall be performed in accordance with applicable portions of Sections 602, 603, and 814 of the Standard Specifications.

Care shall be taken to protect the existing conduits. Any modifications which may be required to the existing conduit entering the handhole shall be considered part of this work.

This work shall also include resetting the existing frame and lid and all necessary excavation and backfill.

Basis of Payment. The work described herein will be paid for at the contract unit price per each HANDHOLE TO BE ADJUSTED, which price shall include payment in full for all labor, materials, and equipment necessary to perform the work.

2.07 Gas Valves To Be Adjusted

Description. This item of work shall consist of furnishing all labor, equipment, and materials necessary to adjust gas valve in the locations shown on the plans. Gas valve adjustments shall meet requirements specified in Article 107.38 or as directed by the Engineer.

Basis of Payment. The work shall be paid for at the contract unit price per each for GAS VALVES TO

BE ADJUSTED.

2.08 Junction Box To Be Adjusted

Description. This item shall consist of resetting and bringing to grade a junction box at a location shown on the plans or as directed by the Engineer.

04/15/2026 7

The junction box shall be protected when removing the surrounding concrete sidewalk or brick pavers.

If the box is damaged it shall be replaced by the contractor at his own expense. After the concrete around the box has been removed, the box shall be raised to match the proposed sidewalk or brick paver grade using aggregate, which shall not be measured separately but included in the cost of adjusting junction boxes.

Basis of Payment. The work shall be paid for at the contract unit price per EACH for JUNCTION BOX TO BE ADJUSTED, which price shall be payment in full for all labor, materials, and equipment necessary to complete the work described above and as indicated on the drawings.

2.09 Inlets To Be Removed (Special)

Description. This item shall consist of furnishing all labor, equipment, and materials necessary to remove and dispose of existing inlets as shown on the plans.

This work shall be to remove the existing inlet that will be replaced by an inlet to maintain drainage.

Basis of Payment. The work shall be paid for at the contract unit price per EACH for INLETS TO BE REMOVED (SPECIAL), which price shall be payment in full for all labor, materials, and equipment necessary to complete the work described above and as indicated on the drawings.

2.10 Relocate Sign Panel and Post

Description. This item shall consist of removing and relocating existing sign panels and their wood or metal posts.

The sign and metal or wood posts shall be removed and re-used. Any holes left for the removal shall be backfilled with suitable material and the surface of the filled hole shall be treated to match the surrounding area. All items to be re-used shall be transported to the new location(s) specified in the plans.

The time between the removal of an existing sing and its reinstallation shall not exceed 45 minutes.

In the event of a regulatory sign (Stop Sign, Yield Sign, etc.) being relocated, a temporary regulatory sign must be present until the relocation has been completed.

Basis of Payment. The work shall be paid for at the contract unit price per EACH for RELOCATE SIGN PANEL AND POST, which price shall be payment in full for all labor, materials, and equipment necessary to complete the work described above and as indicated on the drawings.

New posts if required will be approved by the field engineer, and paid for according to Articles 728.06, 731.04, 729.05, and 730.06 of the IDOT Standard Specifications for Road and Bridge Construction.

2.11 Drill and Grout #6 Tie Bars

Description. This item shall consist of furnishing all labor, equipment, and materials necessary to drill and grout #6 Tie Bars between existing pavement and new concrete patches and new concrete curb and gutter.

This work shall be performed according to IDOT Standard Drawing 420001-10 and Article 442.06 & Article 420.05 of IDOT Standard Specifications. Tie bars shall be No. 6 tie bars, 24 in. long, embedded 8 inches at 36 inch centers according to Article 420.05.

04/15/2026 8

Depending on the length of the pavement to be replaced and the conditions of the existing pavement, the Engineer shall determine if tie bar installation will be required.

Basis of Payment. The work shall be paid for at the contract unit price per EACH for DRILL AND GROUT #6 TIE BARS which price shall be payment in full for all labor, materials, and equipment necessary to complete the work described above and as indicated on the drawings.

SECTION B

IDOT Special Provisions

BDE SPECIAL PROVISIONS

For the April 24 and June 12, 2026 Lettings

The following special provisions indicated by a “check mark” are applicable to this contract and will be included by the Project Coordination and Implementation Section of the Bureau of Design & Environment (BDE).

File Name # Special Provision Title Effective Revised 80099 1 Accessible Pedestrian Signals (APS) April 1, 2003 Jan. 1, 2022 80274 2 Aggregate Subgrade Improvement April 1, 2012 April 1, 2022 80192 3 Automated Flagger Assistance Devices Jan. 1, 2008 April 1, 2023 80173 4 Bituminous Materials Cost Adjustments Nov. 2, 2006 Aug. 1, 2017 80426 5 Bituminous Surface Treatment with Fog Seal Jan. 1, 2020 April 1, 2026 80475 6 Bridge Deck Concrete Overlays Jan. 1, 2026

* 80241 7 Bridge Demolition Debris July 1, 2009

* 5053I 8 Building Removal Sept. 1, 1990 Aug. 1, 2022

* 5026I 9 Building Removal with Asbestos Abatement Sept. 1, 1990 Aug. 1, 2022

80460 10 Cement, Finely Divided Minerals, Admixtures, Concrete, and Mortar Jan. 1, 2025 Jan. 1, 2026 80384 11 Compensable Delay Costs June 2, 2017 April 1, 2019

* 80198 12 Completion Date (via calendar days) April 1, 2008

* 80199 13 Completion Date (via calendar days) Plus Working Days April 1, 2008

80461 14 Concrete Barrier Jan. 1, 2025 80453 15 Concrete Sealer Nov. 1, 2023 80261 16 Construction Air Quality – Diesel Retrofit June 1, 2010 Jan. 1, 2025 80476 17 Deck Slab Repair Jan. 1, 2026

* 80029 18 Disadvantaged Business Enterprise Participation Sept. 1, 2000 Jan. 2, 2025 80467 19 Erosion Control Blanket Aug. 1, 2025 80229 20 Fuel Cost Adjustment April 1, 2009 Aug. 1, 2017 80452 21 Full Lane Sealant Waterproofing System Nov. 1, 2023 80433 22 Green Preformed Thermoplastic Pavement Markings Jan. 1, 2021 Jan. 1, 2022 80471 23 Guardrail Nov. 1, 2025 80472 24 High Friction Surface Treatment Nov. 1, 2025 80456 25 Hot-Mix Asphalt Jan. 1, 2024 April 1, 2026 80446 26 Hot-Mix Asphalt - Longitudinal Joint Sealant Nov. 1, 2022 Aug. 1, 2023 80438 27 Illinois Works Apprenticeship Initiative – State Funded Contracts June 2, 2021 April 2, 2024 80483 28 Inlet Filters April 1, 2026 80477 29 Longitudinal Tining Jan. 1, 2026 80450 30 Mechanically Stabilized Earth Retaining Walls Aug. 1, 2023 Aug. 1, 2025 80478 31 Modified Longitudinal Construction Joint Jan. 1, 2026 80464 32 Pavement Marking April. 1, 2025 Nov. 1, 2025 80468 33 Pavement Patching Aug. 1, 2025 80441 34 Performance Graded Asphalt Binder Jan. 1, 2023 April 1, 2026 80459 35 Preformed Plastic Pavement Marking June 2, 2024

* 3426I 36 Railroad Protective Liability Insurance Dec. 1, 1986 Jan. 1, 2022 80473 37 Raised Reflective Pavement Markers Nov. 1, 2025 80455 38 Removal and Disposal of Regulated Substances Jan. 1, 2024 April 1, 2026 80474 39 Residential Driveway Temporary Signal Nov. 1, 2025 80445 40 Seeding Nov. 1, 2022 80457 41 Short Term and Temporary Pavement Markings April 1, 2024 April 2, 2024 80462 42 Sign Panels and Appurtenances Jan. 1, 2025 Jan. 1, 2026 80479 43 Sinusoidal Rumble Strips Jan. 1, 2026 80469 44 Slope Wall Aug. 1, 2025 80448 45 Source of Supply and Quality Requirements Jan. 2, 2023 Jan. 1, 2026 80340 46 Speed Display Trailer April 2, 2014 Jan. 1, 2022 80127 47 Steel Cost Adjustment April 2, 2004 Nov. 1, 2025 80480 48 Structural Repair of Concrete Jan. 1, 2026 80397 49 Subcontractor and DBE Payment Reporting April 2, 2018 80391 50 Subcontractor Mobilization Payments Nov. 2, 2017 April 1, 2019 80463 51 Submission of Bidders List Information Jan. 2, 2025 Mar. 2, 2025

80482 52 Submission of Payroll Records – Federal Aid Contract April 1, 2026 80437 53 Submission of Payroll Records – State Contract April 1, 2021 April 1, 2026

80435 54 Surface Testing of Pavements – IRI Jan. 1, 2021 Jan. 1, 2023 80465 55 Surveying Services April 1, 2025 80481 56 Temporary Concrete Barrier Jan. 1, 2026 80466 57 Temporary Rumble Strips April 1, 2025 80470 58 Traffic Signal Backplate Aug. 1, 2025

* 20338 59 Training Special Provisions Oct. 15, 1975 Sept. 2, 2021 80429 60 Ultra-Thin Bonded Wearing Course April 1, 2020 Jan. 1, 2022 80439 61 Vehicle and Equipment Warning Lights Nov. 1, 2021 Nov. 1, 2022 80458 62 Waterproofing Membrane System Aug. 1, 2024 80302 63 Weekly DBE Trucking Reports June 2, 2012 Jan. 2, 2025 80454 64 Wood Sign Support Nov. 1, 2023 80427 65 Work Zone Traffic Control Devices Mar. 2, 2020 Jan. 1, 2026

* 80071 66 Working Days Jan. 1, 2002

Highlighted items indicate a new or revised special provision for the letting.

An * indicates the special provision requires additional information from the designer, which needs to be submitted separately.

The Project Coordination and Implementation Section will then include the information in the applicable special provision.

The following special provisions are in the 2026 Supplemental Specifications and Recurring Special Provisions.

File Name Special Provision Title New Location(s) Effective Revised

80447 Grading and Shaping Ditches Articles 214.03 & 214.04 Jan. 1, 2023

Check Sheet for Recurring Special Provisions

Page 1 of 2 BLR 11300 (Rev. 10/27/25)Printed 03/18/26

Local Public Agency

City of Urbana

County

Champaign

Section Number

25-00697-00-SW

Check this box for lettings prior to 01/01/2026

The Following Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are Included By Reference:

Recurring Special Provisions

Check Sheet # Page No.

1 Additional State Requirements for Federal-Aid Construction Contracts 87

2 Subletting of Contracts (Federal-Aid Contracts) 90

3 EEO 91

4 Specific EEO Responsibilities Non Federal-Aid Contracts 101

5 Required Provisions - State Contracts 106

6 Asbestos Bearing Pad Removal 112

7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 113

8 Temporary Stream Crossings and In-Stream Work Pads 114

9 Construction Layout Stakes 115

10 Use of Geotextile Fabric for Railroad Crossing 118

11 Subsealing of Concrete Pavements 120

12 Hot-Mix Asphalt Surface Correction 124

13 Pavement and Shoulder Resurfacing 126

14 Patching with Hot-Mix Asphalt Overlay Removal 127

15 Polymer Concrete 129

16 Reserved 131

17 Bicycle Racks 132

18 Temporary Portable Bridge Traffic Signals 134

19 Nighttime Inspection of Roadway Lighting 136

20 English Substitution of Metric Bolts 137

21 Calcium Chloride Accelerator for Portland Cement Concrete 138

22 Quality Control of Concrete Mixtures at the Plant 139

23 Quality Control/Quality Assurance of Concrete Mixtures 147

24 Reserved 163

25 Reserved 164

26 Temporary Raised Pavement Markers 165

27 Restoring Bridge Approach Pavements Using High-Density Foam 166

28 Portland Cement Concrete Inlay or Overlay 169

29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 173

30 Longitudinal Joint and Crack Patching 176

31 Concrete Mix Design - Department Provided 178

32 Station Numbers in Pavements or Overlays 179

Printed 04/15/26

Page 2 of 2 BLR 11300 (Rev. 10/27/25)

Local Public Agency

City of Urbana

County

Champaign

Section Number

25-00697-00-SW

Printed 03/18/26

The Following Local Roads And Streets Recurring Special Provisions Indicated By An "X" Are Applicable To This Contract And Are Included By Reference:

Local Roads And Streets Recurring Special Provisions

Check Sheet # Page No.

LRS 1 Reserved 181

LRS 2 Furnished Excavation 182

LRS 3 Work Zone Traffic Control Surveillance 183

LRS 4 Flaggers in Work Zones 184

LRS 5 Contract Claims 185

LRS 6 Bidding Requirements and Conditions for Contract Proposals 186

LRS 7 Bidding Requirements and Conditions for Material Proposals 192

LRS 8 Reserved 198

LRS 9 Bituminous Surface Treatments 199

LRS 10 Reserved 203

LRS 11 Employment Practices 204

LRS 12 Wages of Employees on Public Works 206

LRS 13 Selection of Labor 208

LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks 209

LRS 15 Partial Payments 212

LRS 16 Protests on Local Lettings 213

LRS 17 Substance Abuse Prevention Program 214

LRS 18 Multigrade Cold Mix Asphalt 215

LRS 19 Reflective Crack Control Treatment 216

Printed 04/15/26

WORKING DAYS (BDE)

Effective: January 1, 2002

The Contractor shall complete the work within working days.

80071

VEHICLE AND EQUIPMENT WARNING LIGHTS (BDE)

Effective: November 1, 2021 Revised: November 1, 2022

Add the following paragraph after the first paragraph of Article 701.08 of the Standard Specifications:

The Contractor shall equip all vehicles and equipment with high-intensity oscillating, rotating, or flashing, amber or amber-and-white, warning lights which are visible from all directions. In accordance with 625 ILCS 5/12-215, the lights may only be in operation while the vehicle or equipment is engaged in construction operations.

80439

SECTION C

Standard Details

2 WO

W

WILDFL

WB

WMAIN

WV

WM

VPT

VPI

VPC

VC

VERT

VP

VEH

VLT

VV

VBOX

UTIL

USFL

USEL

USGS

UNDGND

TYP

T-A

TY

TRN

TRVL

TRVS

TSC

TSCB

TS

TR

TWP

TBS

TBR

TBE

TD

TBM

TEMP

TP

TB

TEL

T.R.

T

SMK

SURF

S.E. RUN.

e

STR

ST

STY

SS

SPBGR

STA

SR

SBI

STD

WITHOUT

WITH

WILDFLOWERS

WESTBOUND

WATER MAIN

WATER VALVE

WATER METER

VERTICAL POINT OF TANGENCY

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF CURVATURE

VERTICAL CURVE

VERTICAL

VENT PIPE

VEHICLE

VAULT

VALVE VAULT

VALVE BOX

UTILITY

UPSTREAM FLOWLINE

UPSTREAM ELEVATION

U.S. GEOLOGICAL SURVEY

UNDERGROUND

TYPICAL

TYPE A

TYPE

TURN

TRAVEL

TRANSVERSE

TRAFFIC SYSTEMS CENTER

TRAFFIC SIGNAL CONTROL BOX

TRAFFIC SIGNAL

TOWNSHIP ROAD

TOWNSHIP

TO BE SAVED

TO BE REMOVED

TO BE EXTENDED

TILE DRAIN

TEMPORARY BENCH MARK

TEMPORARY

TELEPHONE POLE

TELEPHONE BOX

TELEPHONE

TANGENT RUNOUT DISTANCE

TANGENT DISTANCE

SURVEY MARKER

SURFACE

SUPERELEVATION RUNOFF LENGTH

SUPERELEVATION RATE

STRUCTURE

STREET

STORY

STORM SEWER

STEEL PLATE BEAM GUARDRAIL

STATION

STATE ROUTE

STATE BOND ISSUE

STANDARD

CUBIC MILLIMETER

CUBIC METER

CROSS SECTION

COURSE

COUNTY HIGHWAY

COUNTY

CORRUGATED METAL PIPE

CORRUGATED

CORNER

CONTINUOUS

CONTINUED

CONSTRUCT

CONCRETE

COMMERCIAL ENTRANCE

COMMERCIAL BUILDING

COMBINATION

COAT OR COURT

CLOSED LID

CLOSED

CLAY PIPE

CITY STREET

CHISELED

CERTIFIED

CENTERS

CENTERLINE TO FACE

CENTERLINE TO EDGE

CENTERLINE OR CLEARANCE

CENTER TO CENTER

CATCH BASIN

CAST IRON PIPE

CABLE

BUILDING

BUFFALO BOX

BRICK

BOULEVARD

BOTTOM

BITUMINOUS

BINDER

BENCHMARK

BEGIN

BASELINE

BARRICADE

BARN

BACKPLATE

BACK TO BACK

BACK

AXIS OF ROTATION

AVENUE

AUXILIARY GAS VALVE (SERVICE)

AUXILIARY

ASPHALT

APARTMENT

AHEAD

AGGREGATE

AERIAL SURVEYS

ADJUST

ACRE

ACCESS CONTROL

ABOVE

mm m

XSECT

CSE

CH

CNTY

CMP

CORR

COR

CONT

CONTD

CONST

CONC

CE

C

COMB

CT

CLID

CLSD

CP

CS

CHSLD

CERT

CTS

CL-F

CL-E

CL

C-C

CB

CIP

CATV

BLDG

BBOX

BRK

BLVD

BTM

BIT

BIND

BM

BGN

BL

BARR

B

BKPL

B-B

BK

AX

AVE

AGS

AUX

ASPH

APT

AH

AGG

AS

ADJ

AC

A/C

ABV

HH

GW

GP

GUT

GND

GRVL

GR

GRAN

GIS

GV

GM

G

GALV

GAL

FRWAY

F&G

FR

FDN

FB

FL

FH

FE

OPT

FP

FAUS

FAS

FAP

FAI

FA

F-F

E

E

EXPWAY

EX

EXC

ENTR

EL

ELEC

E-E

E-CL

EOP

EB

EA

DCT

DRV

DI

DR

DSFL

DSEL

DBL

DOM

DIST

DIA

DET

DC

D

C&G

CULV

CU YD

HANDHOLE

GUY WIRE

GUY POLE

GUTTER

GROUND

GRAVEL

GRATE

GRANULAR

GEOGRAPHICAL INFORMATION SYSTEM

GAS VALVE

GAS METER

GARAGE

GALVANIZED

GALLON

FREEWAY

FRAME & GRATE

FRAME

FOUNDATION

FOOT BRIDGE

FLOW LINE

FIRE HYDRANT

FIELD ENTRANCE

FIBER OPTIC

FENCE POST

FEDERAL AID URBAN SECONDARY

FEDERAL AID SECONDARY

FEDERAL AID PRIMARY

FEDERAL AID INTERSTATE

FEDERAL AID

FACE TO FACE

OFFSET DISTANCE TO VERTICAL CURVE

EXTERNAL DISTANCE OF HORIZONTAL CURVE

EXPRESSWAY

EXISTING

EXCAVATION

ENTRANCE

ELEVATION

ELECRICAL

EDGE TO EDGE

EDGE TO CENTERLINE

EDGE OF PAVEMENT

EASTBOUND

EACH

DUCT

DRIVEWAY

DRAINAGE INLET OR DROP INLET

DRAINAGE OR DRIVE

DOWNSTREAM FLOWLINE

DOWNSTREAM ELEVATION

DOUBLE

DOMESTIC

DISTRICT

DIAMETER

DETECTOR

DEPRESSED CURVE

DEGREE OF CURVE

CURB & GUTTER

CULVERT

CUBIC YARD

STB

SQ YD

mm m

SQ FT

SD

SPL

SE

SB

SM

SOD

SIG

SW

SHLD

SH

S

SHAP

SEED

SEC

SANS

SAN

RTE

RDWY

RD

ROW

RT

RET

RESURF

REST

REP

RC

REM

REINF

RCCP

REF

RPS

RRS

RR

R

PR

PL

P.C.

PROJ

PGL

PROF

PE

PRM

PP

PCC

POLYETH

POT

PT

PRC

PI

PC

PNT

PED

PM

PAVEMENT

PAVED

PATTERN

OPEN LID

OIL AND CHIP

OFFSET

NORTHWEST

NORTHEAST

NORTHBOUND

NORMAL CROWN

NAIL & WASHER

NAIL & CAP

NAIL & BOTTLE CAP

MOTOR FUEL TAX

MODIFIED

MOBILE HOME

MIXTURE

MILLIMETER DIAMETER

MILLIMETER

MID-ORDINATE

METHOD

METER

MEDIAN

MATERIAL

MANHOLE

MAIL BOX

MACHINE

LUMP SUM

LONGITUDINAL

LONG CHORD

LITER OR CURVE LENGTH

LINEAL FEET OR LINEAR FEET

LIGHTING

LIGHT POLE

LIGHT DETECTION AND RANGING

LEFT

LANE

LANDSCAPING

KILOMETER

KILOGRAM

JOINT

IRON ROD

IRON PIPE

INVERT

INTERSECTION DESIGN STUDY

INSTALLATION

INLET

INCH DIAMETER

IMPROVEMENT

ILLINOIS

HOUSE

HORIZONTAL

HIGHWAY

HOT MIX ASPHALT

HECTARE

HEAVY DUTY

HEADWALL

HEAD

HATCHING

PVMT

PVD

PAT

OLID

O&C

O/S

NW

NE

NB

NC

N & W

N & C

N & BC

MFT

MOD

MBH

MIX

mm DIA mm

M

METH

m

MED

MATL

MH

MB

MACH

L SUM

LNG

LC

L

LF

LGT

LP

LIDAR

LT

LN

LS

km kg

JT

IR

IP

INV

IDS

INST

INL

IN DIA

IMP

IL

HSE

HORIZ

HWY

HMA

ha

HDUTY

HDW

HD

HATCH

STABILIZED

SQUARE YARD

SQUARE MILLIMETER

SQUARE METER

SQUARE FEET

SPECIAL DITCH

SPECIAL

SOUTHEAST

SOUTHBOUND

SOLID MEDIAN

SODDING

SIGNAL

SIDEWALK OR SOUTHWEST

SHOULDER

SHEET

SHED

SHAPING

SEEDING

SECTION

SANITARY SEWER

SANITARY

ROUTE

ROADWAY

ROAD

RIGHT-OF-WAY

RIGHT

RETAINING

RESURFACING

RESTAURANT

REPLACEMENT

REMOVE CROWN

REMOVAL

REINFORCEMENT

REINFORCED CONCRETE CULVERT PIPE

REFLECTIVE

REFERENCE POINT STAKE

RAILROAD SPIKE

RAILROAD

RADIUS or RESIDENTUAL

PROPOSED

PROPERTY LINE

PROPERTY CORNER

PROJECT

PROFILE GRADELINE

PROFILE

PRIVATE ENTRANCE

PRIME

POWER POLE OR PRINCIPAL POINT

PORTLAND CEMENT CONCRETE

POLYETHYLENE

POINT ON TANGENT

POINT OF TANGENCY

POINT OF REVERSE CURVE

CURVE

POINT OF INTERSECTION OF HORIZONTAL

POINT OF CURVATURE

POINT

PEDESTAL

PAVEMENT MARKING

Illinois Department of Transportation

APPROVED 2026

APPROVED 2026

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

1-1-21

(Sheet 1 of 9)

STANDARD 000001-09

AND PATTERNS

ABBREVIATIONS,

STANDARD SYMBOLS,DATE REVISIONS

signing items.

shared roadway symbol, and

Updated bike lane symbol, bike 1-1-26 and symbols.

Updated fonts, abbreviations, January 1, Structure To Be Adjusted

Structure To Be Cleaned

Structure To Be Filled

Structure To Be Removed

Reconstructed

Structure To Be

Valve Vault To Be Adjusted

Special Adjustment

Item To Be Abandoned

Item To Be Moved

Item To Be Relocated

Baseline

Centerline

Centerline Break Circle

Baseline Symbol

Centerline Symbol

PI Indicator

Point Indicator

Dashed Property Line

Solid Property/Lot Line

Section/Grant Line

County/Township Line

State Line

Iron Pipe Found

Iron Pipe Set

Survey Marker

Property Line Symbol

Riprap

Water Surface Indicator

Culvert End Section

Catch Basin

Swale

Roadway Ditch Flow

Summit

Manhole

Inlet

Headwall

Ditch Check

Flowline

Aggregate Ditch

Paved Ditch

Drainage Boundary Line

Grading & Shaping Ditches

Culvert Line

Main Structure To Be Filled

Structure To Be Filled Special

Structure To Be Reconstructed Special

Storm Sewer

Pipe Underdrain

(Half Size)

Horizontal Curve Data

Quarter Section Line

Quarter/Quarter Section Line

Channel or Stream Line

ADJUSTMENT ITEMS EX PR ALIGNMENT ITEMS EX PR

BOUNDARIES ITEMS EX PR

DRAINAGE ITEMS EX PR

Overflow

Sheet Flow

Hydrant Outlet

EXHYDRAULICS ITEMS PR

C

ADJ

F

FM

FSP

A

A

A

AB

M

REL

SP

REC

RSP

R

A

Frame and Grate To Be Adjusted

Frame and Lid To Be Adjusted

Domestic Service Box To Be Adjusted

Pavement Removal and Replacement

T

N

R

E

LP

Same Ownership Symbol (Half Size)

Northwest Quarter Corner (Half Size)

Section Corner (Half Size)

Southeast Quarter Corner (Half Size)

Chiseled Square Found

FLLF

e=

S.E. RUN=

E=

T.R.=

P.C. STA=

P.T. STA=

L=

P.I. STA=

D=

R=

T=

EX. CURVE

e=

S.E. RUN=

E=

T.R.=

P.C. STA=

P.T. STA=

L=

P.I. STA=

CURVE

D=

R=

T=

Illinois Department of Transportation

APPROVED 2026

APPROVED 2026

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

(Sheet 2 of 9)

STANDARD 000001-09

AND PATTERNS

ABBREVIATIONS,

STANDARD SYMBOLS,

Intermediate Contour

Index Contour

Approx. Intermediate Line

Approx. Index Line

CONTOUR ITEMS EX PR

FL

Cleaning & Grading Limits

Dike

Erosion Control Fence

Perimeter Erosion Barrier

Temporary Fence

Ditch Check Temporary

Ditch Check Permanent

Inlet & Pipe Protection

Sediment Basin

Erosion Control Blanket

Revetment Mat

Fabric Formed Concrete

Turf Reinforcement Mat

Mulch Temporary

Mulch Method 1

Mulch Method 2 Stabilized

Mulch Method 3 Hydraulic

Noise Attn./Levee

Fence

Base of Levee

Mailbox

Pay Telephone

Advertising Sign

Contour Mounding Line

Fence

Perennial Plants

Seeding Class 2

Seeding Class 2A

Seeding Class 4

Seeding Class 4 & 5 Combined

Seeding Class 5

Seeding Class 7

Seedlings Type 1

Seedlings Type 2

Sodding

Mowstake w/Sign

Tree Trunk Protection

Evergreen Tree

Shade Tree

Duct

Conduit

Electrical Aerial Cable

Electrical Buried Cable

Controller

Underpass Luminaire

Power Pole

Shrubs

Mowline

Fence Post

Field Line

Multiple Mailboxes

CONTROL ITEMS

EROSION & SEDIMENT

EX PR

IMPROVEMENT ITEMS

NON-HIGHWAY

EX PR

(contd.)

LANDSCAPING ITEMS

EXISTING

EX PR

LANDSCAPING ITEMS EX PR

LIGHTING EX PR

ITS Camera

Wind Turbine

Cellular Tower

Intelligent Transportation Systems

T

E

E

Illinois Department of Transportation

APPROVED 2026

APPROVED 2026

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

(Sheet 3 of 9)

STANDARD 000001-09

AND PATTERNS

Pull Point

Handhole

Heavy Duty Handhole

Junction Box

Light Unit Comb.

Electrical Ground

Traffic Flow Arrow

Light Unit-1

Keyed Long. Joint

Keyed Long. Joint w/Tie Bars

Sawed Long. Joint w/Tie Bars

Bituminous Shoulder

Bituminous Taper

Stabilized Driveway

Widening

RR Crossing

Raised Marker Amber 1 Way

Raised Marker Amber 2 Way

Raised Marker Crystal 1 Way

Two Way Turn Left

Shoulder Diag. Pattern

Skip-Dash White

Skip-Dash Yellow

Stop Line

Solid Line

Double Centerline

Dotted Lines

(Half Size)

High Mast Pole

Handicap Symbol

(contd.)

LIGHTING

EX PR

PAVEMENT (MISC.) EX PR

PAVEMENT MARKINGS EX PR

H

JJ

H

P P

Illinois Department of Transportation

APPROVED 2026

APPROVED 2026

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

(Sheet 4 of 9)

STANDARD 000001-09

AND PATTERNS

Urban Left Turn Arrow

Urban Right Turn Arrow

Urban Left Turn Only

Urban Right Turn Only

Urban Thru Only

Abandoned Railroad

Railroad

Railroad Point

Control Box

Crossing Gate

Flashing Signal

Railroad Cant. Mast Arm

Crossbuck

Removal Tic

Bituminous Removal

Hatch Pattern

Future ROW Corner Monument

ROW Marker

ROW Line

Easement

Temporary Easement

Urban Combination Left

Urban Combination Right Tree Removal Single

(contd.)

PAVEMENT MARKINGS

EX PR

RAILROAD ITEMS EX PR

EX PR

EX PR

REMOVAL ITEMS

RIGHT OF WAY ITEMS

RRPM 40' (12.2 m) o.c.

CL Multilane Div.

RRPM 80' (24.4 m) o.c.

CL Multilane Div.

RRPM 80' (24.4 m) o.c.

CL Multilane Div. Dbl.

CL Multilane Undiv.

Two Way Turn Left Line

RRPM 12.2 m (40') o.c.

CL 2Ln 2Way

RRPM 80' (24.4 m) o.c.

CL 2Ln 2Way

Urban LT & RT Turn Arrow

Urban Thru Arrow

Illinois Department of Transportation

APPROVED 2026

APPROVED 2026

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

(Sheet 5 of 9)

STANDARD 000001-09

AND PATTERNS

Rural Left Turn Arrow

Rural Right Turn Arrow

Rural Left Turn Only

Rural Right Turn Only

Rural Thru Only

Urban U-Turn

Urban Combined U-Turn

Rural Combination Left

Rural Combination Right

Bike Lane Symbol

Bike Lane Text

(contd.)

PAVEMENT MARKINGS

EX PR

Bike Path Shared

Bike Shared Roadway

Wrong Way Arrow

Lane Drop Symbol

Rural Thru Arrow

Rural Lt & Rt Turn Arrow

Illinois Department of Transportation

APPROVED 2026

APPROVED 2026

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

(Sheet 6 of 9)

STANDARD 000001-09

AND PATTERNS

ROAD

CLOSED

AHEAD

RIGHT LANE

CLOSED

AHEAD

LEFT LANE

CLOSED

AHEAD

DETOUR

AHEAD

Edge of Pavement and C&G Line

Bit Shoulders, Medians

Aggregate Shoulder

Sidewalks, Driveways

Guardrail

Guardrail Post

Traffic Sign

Corrugated Median

P.I. Indicator

Point Indicator

Earthworks Balance Point

Begin Point

Vert. Curve Data

Cone, Drum or Barricade

Barricade Type II

Barricade Type III

Barricade With Edge Line

Flashing Light Sign

Vertical Panels

Direction of Traffic

Ditch Profile Left Side

Ditch Profile Right Side

Roadway Profile Line

Storm Sewer Profile Left Side

Storm Sewer Profile Right Side

(Half Size)

Sign Flag

(Half Size)

One Way Arrow Lrg. W1-6-(O)

(Half Size)

Two Way Arrow Large W1-7-(O)

(Half Size)

Detour Ahead W20-2(O)

(Half Size)

Road Closed Ahead W20-3(O)

(Half Size)

Reverse Left W1-4L

(Half Size)

Reverse Right W1-4R

(Half Size)

Two Way Traffic Sign W6-3

(Half Size)

Lane Ends W4-2R(O)

(Half Size)

Lane Ends W4-2L(O)

(Half Size)

Road Construction Ahead W20-I103(O)

(Half Size)

Right Lane Closed Ahead W20-5R(O)

(Half Size)

Left Lane Closed Ahead W20-5L(O)

Slope Limit Line

Match Line

Typical Cross-Section Line

Access Control Line

Access Control Line & ROW

ROW with Fence

Access Control Line &

Excess ROW Line

(Half Size)

North Arrow with District Office

Cable Barrier

Concrete Barrier

Impact Attenuator

(contd.)

RIGHT OF WAY ITEMS

EX PR

ITEMS

ROADWAY PLAN

EX PR

ROADWAY PROFILES EX PR

SIGNING ITEMS EX PR

STA. 45+00

VPI

ELEV

L E

VPI

ELEV

L E

I

ROAD

AHEAD

CONSTRUCTION

ONE LANE

ROAD

AHEAD

(Half Size)

One Lane Road Ahead W20-4(O)

(contd.)

SIGNING ITEMS

EX PR

Illinois Department of Transportation

APPROVED 2026

APPROVED 2026

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

(Sheet 7 of 9)

STANDARD 000001-09

AND PATTERNS

ROAD CLOSED

TO

THRU TRAFFIC

STOP

HERE

ON

RED

STOP

HERE

ON

RED

KEEP

RIGHT

KEEP

LEFT

DETOUR

DETOUR

ONE WAY

ONE WAY

Cable Number

Left Turn Green

Left Turn Yellow

Signal Backplate

Walk/Don't Walk Letters

Walk/Don't Walk Symbols

Galv. Steel Conduit

Underground Cable

Detector Loop Line

Detector Loop Large

Detector Loop Small

Detector Loop Quadrapole

Bridge Pier

Box Culvert Barrel

Box Culvert Headwall

Bridge

Retaining Wall

Temporary Sheet Piling

(Half Size)

Left Turn Lane R3-I100L

(Half Size)

Keep Left R4-8AL

(Half Size)

Keep Right R4-7AR

(Half Size)

Stop Here On Red R10-6-AL

(Half Size)

Stop Here On Red R10-6-AR

(Half Size)

No Left Turn R3-2

(Half Size)

No Right Turn R3-1

(Half Size)

Road Closed R11-2

(Half Size)

Road Closed Thru Traffic R11-4

(Half Size)

Detour M4-10L-(O)

(Half Size)

Detour M4-10R-(O)

(Half Size)

One Way Left R6-1L

(Half Size)

One Way Right R6-1R

Signal Section 8'' (200 mm)

Signal Section 12'' (300 mm)

(contd.)

SIGNING ITEMS

EX PR STRUCTURES ITEMS EX PR

ITEMS

TRAFFIC SHEET

EX PR

ITEMS

TRAFFIC SIGNAL

EX PR

Detector Raceway

Aluminum Mast Arm

Steel Mast Arm

Veh. Detector Magnetic

Conduit Splice

Controller

Gulfbox Junction

Wood Pole

Temp. Signal Head

Handhole

Heavy Duty Handhole

Junction Box

Ped. Pushbutton Detector

Ped. Signal Head

Power Pole Service

Priority Veh. Detector

Signal Head

Signal Head w/Backplate

Signal Post

Cable TV

Electric Cable

Fiber Optic

Gas Pipe

Oil Pipe

Sanitary Sewer

Telephone Cable

Water Pipe

Double Handhole

Closed Circuit TV

Video Detector System

UTILITY ITEMS

UNDERGROUND

EX PR ABANDONED

C

H

J

"E"

V

C

H

J

V

G

Y

DW

W

G

Y

DW

W

ROAD

CLOSED

LANE

TURN

LEFT

Keep Left R4-8

Keep Right R4-7

ITEMS (contd.)

TRAFFIC SIGNAL

EX PR

Illinois Department of Transportation

APPROVED 2026

APPROVED 2026

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

(Sheet 8 of 9)

STANDARD 000001-09

AND PATTERNS

Controller

Double Handhole

Fire Hydrant

Handhole

Heavy Duty Handhole

Junction Box

Light Pole

Manhole

Power Pole

Splice Box Above Ground

Telephone Pole

Traffic Signal

Water Meter Valve Box

Above Ground

Telephone Splice Box

Deciduous Tree

Evergreen Tree

Stump

Stream or Drainage Ditch

Waters Edge

Water Surface Indicator

Water Point

Disappearing Ditch

Marsh

Marsh/Swamp Boundary

Bush or Shrub

Woods & Bush Line

Vegetation Line

Orchard/Nursery Line

GuyWire or Deadman Anchor

Profile Line

Aerial Power Line

Pipeline Warning Sign

Power Pole with Light

Sanitary Sewer Cleanout

Traffic Signal Control Box

Water Meter

VEGETATION ITEMS EX PRUTILITIES ITEMS EX PR

ITEMS

WATER FEATURE

EX PR

Monitoring Well (Gasoline) MW

H

J

TS

H

J

Illinois Department of Transportation

APPROVED 2026

APPROVED 2026

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

(Sheet 9 of 9)

STANDARD 000001-09

AND PATTERNS

SPACING, in. (mm)

(metric)

English

Size

Bar

(mm) in.

Dia.

(sq. mm)

sq. in.

Area

Sectional

Cross-

(kg/m) lbs./ft.

Weight

4 (100) (115)2

4 5 (125) (140)2

5 6 (150) (165)2

6 7 (175) (190)2

7 8 (200) (215)2

8 9 (225) 10 (250) 11 (275) 12 (300)

AREA OF STEEL PER FOOT (METER), sq. in. (sq. mm)

(10)

(9.5)

0.375

(71)

0.110

(13)

(12.7)

0.500

(129)

0.196

(16)

(15.9)

0.625

(199)

0.307

(19)

(19.1)

0.750

(284)

0.442

(0.560)

0.376

(0.944)

0.668

(1.552)

1.043

(2.235)

1.502

(710)

0.330

(617)

0.293

(1290)

0.588

(1122)

0.523

(568)

0.264

(1032)

0.470

(1990)

0.921

(1730)

0.819

(1592)

0.737

(507)

0.240

(921)

0.428

(1421)

0.670

(2840)

1.326

(2470)

1.179

(2272)

1.061

(2029)

0.964

(473)

0.220

(430)

0.203

(406)

0.189

(374)

0.176

(860)

0.392

(782)

0.362

(737)

0.336

(679)

0.314

(1327)

0.614

(1206)

0.567

(1137)

0.526

(1047)

0.491

(1893)

0.884

(1721)

0.816

(1623)

0.758

(1495)

0.707

(355)

0.165

(330)

0.155

(316)

0.147

(284)

0.132

(645)

0.294

(600)

0.277

(573)

0.261

(516)

0.235

(995)

0.461

(926)

0.433

(884)

0.409

(796)

0.368

(1420)

0.663

(1321)

0.624

(1262)

0.589

(1136)

0.530

(258)

0.120

(237)

0.110

(469)

0.214

(430)

0.196

(724)

0.335

(663)

0.307

(1033)

0.482

(947)

0.442

(22)

(25)

(29)

(32)

(36)

(22.2)

0.875

(25.4)

1.000

(28.7)

1.128

(32.3)

1.270

(35.8)

1.410

(387)

0.601

(510)

0.785

(645)

1.000

(819)

1.267

(1006)

1.561

(3.042)

2.044

(3.973)

2.670

(5.060)

3.400

(6.404)

4.303

(7.907)

5.313

(3870)

1.803

(5100)

2.355

(6450)

3.000

(8190)

3.801

(10060)

4.683

(3365)

1.603

(4435)

2.093

(5609)

2.667

(7122)

3.379

(8748)

4.163

(3096)

1.442

(4080)

1.884

(5160)

2.400

(6552)

3.041

(8048)

3.746

(2764)

1.311

(3543)

1.713

(4607)

2.182

(5850)

2.764

(7186)

3.406

(2580)

1.202

(3400)

1.570

(4300)

2.000

(5460)

2.534

(6707)

3.122

(2345)

1.110

(3091)

1.449

(3909)

1.846

(4964)

2.339

(6097)

2.882

(2211)

1.030

(2914)

1.346

(3686)

1.714

(4680)

2.172

(5749)

2.676

(2037)

0.962

(2684)

1.256

(3395)

1.600

(4311)

2.027

(5295)

2.498

(1935)

0.902

(2550)

1.178

(3225)

1.500

(4095)

1.901

(5030)

2.342

(1800)

0.848

(2372)

1.108

(3000)

1.412

(3809)

1.789

(4679)

2.204

(1720)

0.801

(2267)

1.047

(2867)

1.333

(3640)

1.689

(4471)

2.081

(1548)

0.721

(2040)

0.942

(2580)

1.200

(3276)

1.520

(4024)

1.873

(1407)

0.656

(1290)

0.601

(1855)

0.856

(1700)

0.785

(2345)

1.091

(2150)

1.000

(2978)

1.382

(2730)

1.267

(3658)

1.703

(3353)

1.561

REINFORCEMENT BARS - ENGLISH (METRIC)

Illinois Department of Transportation

APPROVED 2009

APPROVED 2009

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES 1-1-07

STANDARD 001001-02

REINFORCEMENT BARS

AREAS OF

DATE REVISIONS

English (metric).

Switched units to 1-1-09

Soft converted English table.

Deleted metric table.

0.0052

0.0104

0.015625

0.0208

0.0260

0.03125

0.0365

0.0417

0.046875

0.0521

0.0573

0.0625

0.0677

0.0729

0.078125

0.0833

0.0885

0.09375

0.0990

0.1042

0.109375

0.1146

0.1198

0.1250

0.1302

0.1354

0.140625

0.1458

0.1510

0.15625

0.1615

0.1667

0.171875

0.1771

0.1823

0.1875

0.1927

0.1979

0.203125

0.2083

0.2135

0.21875

0.2240

0.2292

0.234375

0.2396

0.2448

0.2500

0.2552

0.2604

0.265625

0.2708

0.2760

0.28125

0.2865

0.2917

0.296875

0.3021

0.3073

0.3125

0.3177

0.3229

0.328125

0.3333

A B A B A B A B A B A B

DECIMAL OF AN INCH AND OF A FOOT

0.3385

0.34375

0.3490

0.3542

0.359375

0.3646

0.3698

0.3750

0.3802

0.3854

0.390625

0.3958

0.4010

0.40625

0.4115

0.4167

0.421875

0.4271

0.4323

0.4375

0.4427

0.4479

0.453125

0.4583

0.4635

0.46875

0.4740

0.4792

0.484375

0.4896

0.4948

0.5000

0.5052

0.5104

0.515625

0.5208

0.5260

0.53125

0.5365

0.5417

0.546875

0.5521

0.5573

0.5625

0.5677

0.5729

0.578125

0.5833

0.5885

0.59375

0.5990

0.6042

0.609375

0.6146

0.6198

0.6250

0.6302

0.6354

0.640625

0.6458

0.6510

0.65625

0.6615

0.6667

0.671875

0.6771

0.6823

0.6875

0.6927

0.6979

0.703125

0.7083

0.7135

0.71875

0.7240

0.7292

0.734375

0.7396

0.7448

0.7500

0.7552

0.7604

0.765625

0.7708

0.7760

0.78125

0.7865

0.7917

0.796875

0.8021

0.8073

0.8125

0.8177

0.8229

0.828125

0.8333

10 1

0.8385

0.84375

0.8490

0.8542

0.859375

0.8646

0.8698

0.8750

0.8802

0.8854

0.890625

0.8958

0.9010

0.90625

0.9115

0.9167

0.921875

0.9271

0.9323

0.9375

0.9427

0.9479

0.953125

0.9583

0.9635

0.96875

0.9740

0.9792

0.984375

0.9896

0.9948

1.0000

B = Inch Equivalents to Foot Fractions

A = Fractions of Inch or Foot

Illinois Department of Transportation

APPROVED 1997

APPROVED 1997

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

STANDARD 001006

AND OF A FOOT

DECIMAL OF AN INCH

DATE REVISIONS

New Standard.1-1-97 fabric.

Silt fence metal stake.

Wood post or metal stake.

Wood post or fabric.

Silt fence fence with fabric positioned as shown.

adjacent to end-post (stake) of second silt

Place end-post (stake) of first silt fence and drive both posts (stakes) 18 (450) into ground.

Rotate posts (stakes) together 180° clockwise

(Not applicable for J-hooks)

J-hook

S he et fl ow J-hook

S he et fl ow

(60 m)

200'

(typical).

metal stake

Wood post or fabric.

Continuous fence top with wire.

adjacently and bind at

Place posts (stakes) bank.

Top of pin.

Securing fabric.

Filter pin.

Securing

6 min.

12 (300) m a x of the aggregate shall be 1:4 (V:H).

traffic, the traffic approach slope clear zone and the road is open to

When the ditch check is within the* aggregate.

Coarse ditch.

Bottom of pin.

Securing

Flow fabric.

Filter

2*

1 1

Riprap

2* fabric.

Filter pin.

Securing

(300)

(300)

(300)

(300)

(300)

(1.5 m)

5'

Wood or metal stake

Fence fabric

Sheet flow

.2 m unless otherwise shown.

All dimensions are in inches (millimeters) protection.

shall also apply for inlet and pipe shown for perimeter erosion barriers

The installation details and dimensions

Wood or metal stake

Fence fabric

Sheet flow

.2 m

(150) trench to secure fabric.

Excavate, backfill and compact

STEP 1

STEP 2

ATTACHING TWO SILT FILTER FENCES

SILT FILTER J-HOOK PLACEMENT

J-HOOK

ELEVATION

SECTION B-B

AGGREGATE DITCH CHECK

ELEVATION

SECTION A-A

GENERAL NOTES

PERIMETER EROSION BARRIER

SILT FILTER FENCE AS A

TRENCH METHOD

SLICE METHOD

B

B

A

A

Illinois Department of Transportation

APPROVED 2013

APPROVED 2013

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES 1-1-12

(Sheet 1 of 2)

STANDARD 280001-07

CONTROL SYSTEMS

TEMPORARY EROSION

DATE REVISIONS

on SEDIMENT BASIN ELEVATION

)�Corrected notation for flowline (1-1-13

SECTION A-A

Added SLICE METHOD to

Omitted hay/straw perimeter barrier.

Flow or rolled excelsior

Straw or hay bales

Flow

Flow

Spacers fence

Silt filter

30' (9.0 m)

20' (6.0 m) to

6' (1.8 m)

24 (600) to m in will improve if put into a series.

The performance of the basin directed by Engineer.

Outlet type as

Flow removed anytime the basins become 75% filled.

direction of the flow. Accumulated silt shall be

The long dimension should be parallel with the

.4 m

Flow

Tie down stakes

Flow

Bale ties hay bales

Straw or

Flow

Flow fence

Silt filter open grate

Manhole with

Flow

Spacers

Flow to excavation

Ground line prior ditch

Downside limits

Final excav.

Upside ditch slope or finished

Temporary

Final embankment limits toe ditch

Temporary toe ditch

Temporary ditch

Final Ditch�

INLET AND PIPE PROTECTION

ELEVATION

SEDIMENT BASIN

PLAN

TYPICAL CUT CROSS-SECTION TYPICAL FILL CROSS-SECTION

CUT & FILL SECTIONS

TEMPORARY DITCHES FOR

Illinois Department of Transportation

APPROVED 2013

APPROVED 2013

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D

-1 -9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES

(Sheet 2 of 2)

STANDARD 280001-07

CONTROL SYSTMES

TEMPORARY EROSION

(3) min. x t/38

Sawed groove joint sealer

Hot poured

(375) t/ t

(3.1 m)

"4

10'-1

(1.02 m)

3'-4" chairs supporting

Spotweld

(typ.)

2 (50) equal.

as detailed or approved thickness to form keyway

Sheet steel of suitable

(25) or approved equal

Type C metal joint

Side form

First pour t t/ than 3'-4" (1.02 m) cts.

place, spaced not more to securely hold joint in

Channel pin, size succicient

Side form t/

1.02 m cts. max.

chair at 3'-4"

0.0598x2 (1.5x50) t/

Side form

Form

First pour t t/

(375)

(6)4

(bar size + drilled hole

Preformed or t t/

First pour Second pour

Hot poured joint sealer

(200) m in

(TIE BAR GROUTED IN PLACE)

horizontal displacement (V:H).

of vertical displacement to units of

All slope ratios are expressed as units only)

(formed in place

Bar supports

OR MECHANICALLY INSERTED)

(TIE BAR FORMED IN PLACE

for keyed joints.

* 8 (203) min. pavement thickness

TYPE C METAL JOINT SECTION A-A

LONGITUDINAL SAWED JOINT

GENERAL NOTES

LONGITUDINAL CONSTRUCTION JOINT

JOINT

LONGITUDINAL KEYED

ALTERNATE

SUPPORTING CHAIR

ALTERNATE

SUPPORTING CHAIR

CONSTRUCTION JOINT

LONGITUDINAL

A

A (shown on support pins)

Tie bars at 36 (900) cts.

No. 6x30 (No. 19x750)

Tie bars at 36 (900) cts.

No. 6x24 (No. 19x600) cts.

Tie bars at 36 (900)

No. 6x30 (No. 19x750)

(1.02 m)

3'-4"

(64)

(64)

1(

(44)

(530)

(530)

(6)

CL

CL

(6)4

(bar size + drilled hole

Preformed or t t/

First pour Second pour

Hot poured joint sealer

(200) m in

(DOWEL BAR GROUTED IN PLACE)

MODIFIED LONGITUDINAL CONSTRUCTION JOINT

Dowel bars at 36 (900) cts.

No. 6x24 (No. 19x600)

(6)

CL

Illinois Department of Transportation

APPROVED 2026

APPROVED 2026

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES 1-1-22

(Sheet 1 of 2)

STANDARD 420001-11

PAVEMENT JOINTS

DATE REVISIONS

hatching to tie bar in LCJ detail.

Added Modified LCJ detail and1-1-26 on Sheet 2.

Revised DOWEL BAR TABLE bars at 12 (300)…