2026 Joint and Crack Sealing

Section 26-00714-00-PP

4/7/2026

Specifications & Plans

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 District 5 Detail No. 45AAAAAA

b. IDOT Highway Standards

D. Plans

a. Schedule Table

b. Location Map

SECTION A

City of Urbana Special Provisions

City of Urbana Joint and Crack Sealing 2026

Section 26-00714-00-PP

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 COMPLETION DATE

2.4 JOINT AND CRACK SEALING

2.5 ROUTING DEBRIS CLEAN UP

2.6 TRAFFIC CONTROL AND PROTECTION

Section 26-00714-00-PP

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.

Section 26-00714-00-PP

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 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 board 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 within 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 days may start later than ten days after the execution and approval of the contract according to a satisfactory progress schedule or critical path schedule.

Section 26-00714-00-PP

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 “Joint and Crack Sealing 2026” (Section 26-00714-00-PP) and in case of conflict with any part, or parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.

2.1 Location of Project

Various locations in the City of Urbana. See the Location Map and Work Tables in the Plans section.

2.2 Description of Work

Rout, clean, and seal joints and cracks in existing portland cement concrete pavement.

2.3 Completion Date

The completion date for this project shall be Tuesday, June 30, 2026, according to Article 108.05(a) of the Standard Specifications.

2.4 Joint and Crack Sealing

This work shall be according to Sections 451 and 452 of the Standard Specifications, with the following additional provisions.

If debris such as vegetation, soil, or old sealants are present in the joint or crack, they shall be removed prior to routing.

The longitudinal joint between the edge of pavement and the gutter pan shall also be routed, cleaned, and sealed.

2.5 Routing Debris Clean Up

Eff. 01-17-2006 Rev. 01-01-2014

In addition to the requirements of Article 107.15 of the Standard Specifications, in rural areas the Contractor shall blow the routed debris ahead of the areas to be sealed and toward the aggregate shoulder minimizing the amount of material that gets into the adjacent travel lane. In rural or urban areas with multiple lanes and/or a curb and gutter cross section, the Contractor shall blow the routed debris ahead of the areas to be sealed minimizing the amount blown into open adjacent travel lanes or inlets.

Debris blown into inlets shall be cleaned out by the Contractor, as directed by the Engineer. The routed material shall be collected and disposed of in a manner approved by the Engineer.

Section 26-00714-00-PP

It shall be the responsibility of the Contractor and a requirement of this contract that on structures carrying the roadway over railroad tracks, the Contractor shall sweep and pick up the routed debris to minimize the amount of material that may be deposited on the tracks below.

No additional compensation shall be given for compliance with this special provision. It shall be considered included in the cost of the pay items for CRACK ROUTING and JOINT OR CRACK

ROUTING.

2.6 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.

Special attention is called to Articles 107.09 and 107.14 of the Standard Specifications, the following Highway Standards related to Traffic Control, and the listed Supplemental Specifications and Recurring Special Provisions.

Highway Standards:

701006-05 701011-04 701101-05 701201-05 701301-04 701306-04 701311-03 701501-06 701502-09 701601-09 701602-10 701606-10 701611-01 701701-10 701801-06 701901-09

· LRS 3 Work Zone Traffic Control Surveillance

· LRS 4 Flaggers in Work Zone

Traffic: It is the intention of the City that streets be kept open to traffic at all times during the construction of this section, unless otherwise approved by the Engineer. One-way traffic will be permitted in the immediate work areas during construction. At all other times, two-way traffic shall be maintained throughout the project.

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 advanced of implementing new or adjusting existing traffic control.

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 Payment

Traffic Control and Protection will be paid for at the contract lump sum price for TRAFFIC CONTROL

AND PROTECTION (SPECIAL).

SECTION B

IDOT Special Provisions

Check Sheet for Recurring Special Provisions

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

Local Public Agency County Section Number

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

04/02/26

City of Urbana Champaign 26-00714-00-PP

Local Public Agency County Section Number

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

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

City of Urbana Champaign 26-00714-00-PP

04/02/26

LR107-4

State of Illinois Department of Transportation

Bureau of Local Roads and Streets

SPECIAL PROVISION

FOR

INSURANCE

Effective: February 1, 2007 Revised: August 1, 2007

All references to Sections or Articles in this specification shall be construed to mean specific Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by the Department of Transportation.

The Contractor shall name the following entities as additional insured under the Contractor’s general liability insurance policy in accordance with Article 107.27:

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

COMPENSABLE DELAY COSTS (BDE)

Effective: June 2, 2017 Revised: April 1, 2019

Revise Article 107.40(b) of the Standard Specifications to read:

“ (b) Compensation. Compensation will not be allowed for delays, inconveniences, or damages sustained by the Contractor from conflicts with facilities not meeting the above definition; or if a conflict with a utility in an unanticipated location does not cause a shutdown of the work or a documentable reduction in the rate of progress exceeding the limits set herein. The provisions of Article 104.03 notwithstanding, compensation for delays caused by a utility in an unanticipated location will be paid according to the provisions of this Article governing minor and major delays or reduced rate of production which are defined as follows.

(1) Minor Delay. A minor delay occurs when the work in conflict with the utility in an unanticipated location is completely stopped for more than two hours, but not to exceed two weeks.

(2) Major Delay. A major delay occurs when the work in conflict with the utility in an unanticipated location is completely stopped for more than two weeks.

(3) Reduced Rate of Production Delay. A reduced rate of production delay occurs when the rate of production on the work in conflict with the utility in an unanticipated location decreases by more than 25 percent and lasts longer than seven calendar days.”

Revise Article 107.40(c) of the Standard Specifications to read:

“ (c) Payment. Payment for Minor, Major, and Reduced Rate of Production Delays will be made as follows.

(1) Minor Delay. Labor idled which cannot be used on other work will be paid for according to Article 109.04(b)(1) and (2) for the time between start of the delay and the minimum remaining hours in the work shift required by the prevailing practice in the area.

Equipment idled which cannot be used on other work, and which is authorized to standby on the project site by the Engineer, will be paid for according to Article 109.04(b)(4).

(2) Major Delay. Labor will be the same as for a minor delay.

Equipment will be the same as for a minor delay, except Contractor-owned equipment will be limited to two weeks plus the cost of move-out to either the

Contractor’s yard or another job and the cost to re-mobilize, whichever is less.

Rental equipment may be paid for longer than two weeks provided the Contractor presents adequate support to the Department (including lease agreement) to show retaining equipment on the job is the most economical course to follow and in the public interest.

(3) Reduced Rate of Production Delay. The Contractor will be compensated for the reduced productivity for labor and equipment time in excess of the 25 percent threshold for that portion of the delay in excess of seven calendar days.

Determination of compensation will be in accordance with Article 104.02, except labor and material additives will not be permitted.

Payment for escalated material costs, escalated labor costs, extended project overhead, and extended traffic control will be determined according to Article 109.13.”

Revise Article 108.04(b) of the Standard Specifications to read:

“ (b) No working day will be charged under the following conditions.

(1) When adverse weather prevents work on the controlling item.

(2) When job conditions due to recent weather prevent work on the controlling item.

(3) When conduct or lack of conduct by the Department or its consultants, representatives, officers, agents, or employees; delay by the Department in making the site available; or delay in furnishing any items required to be furnished to the Contractor by the Department prevents work on the controlling item.

(4) When delays caused by utility or railroad adjustments prevent work on the controlling item.

(5) When strikes, lock-outs, extraordinary delays in transportation, or inability to procure critical materials prevent work on the controlling item, as long as these delays are not due to any fault of the Contractor.

(6) When any condition over which the Contractor has no control prevents work on the controlling item.”

Revise Article 109.09(f) of the Standard Specifications to read:

“ (f) Basis of Payment. After resolution of a claim in favor of the Contractor, any adjustment in time required for the work will be made according to Section 108. Any adjustment in the costs to be paid will be made for direct labor, direct materials, direct equipment, direct jobsite overhead, direct offsite overhead, and other direct costs allowed by the resolution. Adjustments in costs will not be made for interest charges, loss of anticipated profit, undocumented loss of efficiency, home office overhead and unabsorbed overhead other than as allowed by Article 109.13, lost opportunity, preparation of claim expenses and other consequential indirect costs regardless of method of calculation.

The above Basis of Payment is an essential element of the contract and the claim cost recovery of the Contractor shall be so limited.”

Add the following to Section 109 of the Standard Specifications.

“ 109.13 Payment for Contract Delay. Compensation for escalated material costs, escalated labor costs, extended project overhead, and extended traffic control will be allowed when such costs result from a delay meeting the criteria in the following table.

Contract Type Cause of Delay Length of Delay

Working Days Article 108.04(b)(3) or Article 108.04(b)(4)

No working days have been charged for two consecutive weeks.

Completion Date

Article 108.08(b)(1) or Article 108.08(b)(7)

The Contractor has been granted a minimum two week extension of contract time, according to Article 108.08.

Payment for each of the various costs will be according to the following.

(a) Escalated Material and/or Labor Costs. When the delay causes work, which would have otherwise been completed, to be done after material and/or labor costs have increased, such increases will be paid. Payment for escalated material costs will be limited to the increased costs substantiated by documentation furnished by the Contractor. Payment for escalated labor costs will be limited to those items in Article 109.04(b)(1) and (2), except the 35 percent and 10 percent additives will not be permitted.

(b) Extended Project Overhead. For the duration of the delay, payment for extended project overhead will be paid as follows.

(1) Direct Jobsite and Offsite Overhead. Payment for documented direct jobsite overhead and documented direct offsite overhead, including onsite supervisory and administrative personnel, will be allowed according to the following table.

Original Contract Amount

Supervisory and Administrative Personnel

Up to $5,000,000 One Project Superintendent

Over $ 5,000,000 -up to $25,000,000

One Project Manager, One Project Superintendent or Engineer, and One Clerk

Over $25,000,000 -up to $50,000,000

One Project Manager, One Project Superintendent, One Engineer, and

One Clerk

Over $50,000,000

One Project Manager, Two Project Superintendents, One Engineer, and One Clerk

(2) Home Office and Unabsorbed Overhead. Payment for home office and unabsorbed overhead will be calculated as 8 percent of the total delay cost.

(c) Extended Traffic Control. Traffic control required for an extended period of time due to the delay will be paid for according to Article 109.04.

When an extended traffic control adjustment is paid under this provision, an adjusted unit price as provided for in Article 701.20(a) for increase or decrease in the value of work by more than ten percent will not be paid.

Upon payment for a contract delay under this provision, the Contractor shall assign subrogation rights to the Department for the Department’s efforts of recovery from any other party for monies paid by the Department as a result of any claim under this provision. The Contractor shall fully cooperate with the Department in its efforts to recover from another party any money paid to the Contractor for delay damages under this provision.”

80384

SECTION C

Standard Details

SECTION COUNTY

ILLINOIS FED. AID PROJECT

TOTAL

SHEETS

SHEET

NO.RTE.

CONTRACT NO.

SCALE:

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PLOT SCALE = 40.0000 ' / in.

PLOT DATE = 12/20/2021 DATE

DESIGNED

CHECKED

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REVISED

REVISED

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F.A.

SHEET 1 OF 1 SHEETS STA. TO STA.

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DEPARTMENT OF TRANSPORTATION

STATE OF ILLINOIS CRACK AND JOINT SEALING

DISTRICT 5 DETAIL NO. 45AAAAAA

(millimeters) unless otherwise shown.

Note: All dimensions are in INCHES

BAND AID

(50)

2"

BAND AID

(50)

2"

FLUSH

SEALANT

LEAVE

EDGES FEATHERED OUT FLUSH

SURFACE (BITUMINOUS)

EXISTING PAVEMENT

FLUSH

SEALANT

LEAVE

& SEALED

CLEANED

& SEALED

ROUTED, CLEANED

FULL DEPTH CRACK OR JOINT IN P.C.C. BASE

(19 mm x 19 mm x LENGTH OF CRACK)

" x LENGTH OF CRACK4 3" x 4

3APPROX.

HOT ASPHALT CRACK SEALANT

CRACK

WORKING

PRIMARY

CRACK

ADJACENT

SECONDARY

BAND AID

(50)

2"

BAND AID

(50)

2"

WIDTH

EXISTING

BAND AID

(50)

2"

FLUSH

SEALANT

SQUEEGEE

OUT FLUSH

FEATHERED

EDGES

SHOULDER

HMA

OUT FLUSH

FEATHERED

EDGES

BACKER ROD

" (22)8

MINIMUM

VOID

FLUSH

SEALANT

SQUEEGEE

PRIMARY OR SECONDARY WORKING CRACK.

ACTUAL QUANTITY WILL VARY AS NEEDED FOR

APPROX. 3/4 " x 3/4 " x LENGTH OF CRACK.

HOT ASPHALT CRACK SEALANT

BAND AID

WITHOUT

FILL FLUSH

JOINT WITH ROUTER

REFACE WALLS OF

ROUTER

OF JOINT WITH

REFACE WALLS

LENGTH OF JOINT

CRACK SEALANT x

HOT ASPHALT

SEAL

EXISTING PREFORMED

(25)

1"

PCC PAVEMENT

HMA PAVEMENT

AND 45100200 CRACK FILLING)

(USE PAY ITEMS : 45100100 CRACK ROUTING (PAVEMENT)

AND 45200300 JOINT OR CRACK FILLING)

(USE PAY ITEMS : 45200100 JOINT OR CRACK ROUTING (P.C.C. PAVEMENT & SHOULDER)

CENTERLINE JOINT

AND JOINTS AND

TRANSVERSE CRACKS

SHOULDER JOINT

LONGITUDINAL

OR CRACK

ANY WIDE LONGITUDINAL JOINT

RANDOM CRACK

LONGITUDINAL

EXPANSION JOINT

TRANSVERSE

(4

-9

-3 m in

(1

.2 m m in min.

18 (450) m in

(1

.5 m min.

4' (1.2 m)

(600)

8 ( min.

4' (1.2 m)m in

(100) m in min.

24 (600) m in min.

24 (600)

(100)

Orange

(7

Posted speed < 45 mph

TUBULAR MARKER VERTICAL PANEL

TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE

BARRICADE

DIRECTION INDICATOR

DRUM

VERTICAL BARRICADE

CHANNELIZING BARRICADE

DETECTABLE PEDESTRIAN

GENERAL NOTES

(7

CONES

Any posted speed

DAYTIME USE

Any posted speed Any posted speed

DAY OR NIGHTTIME USE

(100-150)

4-6

(100-150)

4-6

(2

-3

-1 m a x

(150)

6 (150)

Warning lights (if required) unless otherwise shown.

All dimensions are in inches (millimeters) pavement surface.

All heights shown shall be measured above the

(2

-3

-1

(100)

4 (100)

(100)

4 (100)

(2

-3

-1

2 (2

-3

-1

(150)

6(150)

(300)

(150)

(150)

(100)

4 (100)

(7 min.

3 (75)

(200-300)

8-12

4-6 (100-150)

4-6 (100-150)

POST MOUNTED

Orange Orange Orange

Illinois Department of Transportation

APPROVED 2025

APPROVED 2025

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-1

January 1, January 1, ENGINEER OF SAFETY PROG. AND ENGINEERING 1-1-24

(Sheet 1 of 3)

STANDARD 701901-10

DEVICES

TRAFFIC CONTROL

DATE REVISIONS

Strip Detail (sht. 3).

Updated Temporary Rumble1-1-25 post mounted signs to top center.

(sht. 3) & moved warning light on

Revised Type III Barricade notes

NEXT X MILES

CONSTRUCTION

ROAD

CONSTRUCTION

END

(IF SPECIFIED)

SIGN

STOP SLOW

END

WORK ZONE

SPEED LIMIT

MINIMUM

$XXX FINE

LIMIT

SPEED

XX

ZONE

WORK

ENFORCED

PHOTO

(1.8 m - 3.6 m)

6' - 12'

FRONT SIDE REVERSE SIDE

(600)

(125)

(175)

(400)

(600 - 3 m)

24 - 10' m in

(2

.4 m

(1 .8 m

.1 m

R2-1-3648

R2-I106p-3618

G20-I104(0)-6036 G20-I105(0)-6024

W12-I103-4848

XX'-XX" width and X miles are variable.

G20-I103-6036

POST MOUNTED SIGNS

SIGNS ON TEMPORARY SUPPORTS

HIGH LEVEL WARNING DEVICE

WIDTH RESTRICTION SIGN

FLAGGER TRAFFIC CONTROL SIGN

SPEED ZONE SIGNS

HIGHWAY CONSTRUCTION

WORK LIMIT SIGNING

E d g e o f p a v e m e n t

(if required)

Warning light wood post

Metal or

6' (1.8 m) urban

4' (1.2 m) rural embedment

5' (1.5 m) min.

of pavement

Elevation of edge

7' (2.1 m) min. urban

5' (1.5 m) min. rural edge of the paved shoulder.

face of curb or 6' (1.8 m) to the outside this dimension shall be 24 (600) to the

When curb or paved shoulder are present** of curb or face pavement

Edge of of pavement

Elevation of edge completely above the devices.

shall be sufficient to be seen behind other devices, the height be 5' (1.5 m) min. If located four days, this dimension shall

When work operations exceed m in

Orange flags

18x18 (450x450) lane highways.

Dual sign displays shall be utilized on multi-within 2 miles (3200 m).

the end of the job unless another job is

END CONSTRUCTION sign shall be erected at ject limits.

be placed 500' (150 m) in advance of pro-

ROAD CONSTRUCTION NEXT X MILES sign shall

2 miles (3200 m) or more in length.

This signing is required for all projects

W21-Ill5(0)-3618

R10-I108p-3618 **** or as allowed by District Operations.

Sign assembly as shown on Standards above sign assembly is used.

This sign shall be used when the under the juristiction of the State.

R10-I108p shall only be used along roadways

8 (200) Federal series C

(15)

(513)

20 2

7 (180) Federal series B

R .(4

MAX WIDTH

XX XX

X MILES

AHEAD

Illinois Department of Transportation

APPROVED 2025

APPROVED 2025

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-1

January 1, January 1, ENGINEER OF SAFETY PROG. AND ENGINEERING

(Sheet 2 of 3)

STANDARD 701901-10

DEVICES

TRAFFIC CONTROL

ROAD

CLOSED

ROAD CLOSED

TO

THRU TRAFFIC

ROAD CLOSED

TO

THRU TRAFFIC

min.

4' (1.2 m) min.

5' (1.5 m) m in m in

(1

.8 m m in

(2

.1 m m in m in

(1

.2 m m in

(2

.1 m min.

8' (2.4 m)

(3 m m a x

(9

.1 m m in

ARROW BOARDS

TYPE III BARRICADES CLOSING A ROAD

TYPICAL APPLICATIONS OF

MOUNTED

TRAILER

TYPE C

MOUNTED

ROOF OR TRAILER

TYPE B

MOUNTED

ROOF

TYPE A

min.

12 (300) min.

12 (300)

R11-4

Pavement flasher

Type A

ROAD CLOSED TO THRU TRAFFIC

ROAD CLOSED TO ALL TRAFFIC

on the back side of the barricades.

Reflectorized striping may be omitted

Pavement shoulder

Edge of

R11-2flasher

Type A max.

6 (150) max.

6 (150) max.

6 (150)

(8 m)

25'

TEMPORARY RUMBLE STRIPS

TYPICAL INSTALLATION

(8 m)

25'

(60 m) ±

200'

(8 m)

25'

(8 m)

25'

(60 m) ±

200' warning signs

Construction advance

(1.5 m)

5' both sides of the barricades.

Reflectorized striping shall appear on or MASH temporary sign support directly in front of the barricade.

or MASH is not available, the sign may be mounted on an NCHRP 350

If a Type III barricade with an attached sign panel which meets NCHRP 350

(60 m) ±

200' median width is less than 10' (3 m).

This sign shall be omitted when

1 1 1

Edgeline

Centerline max.

6 (150) max.

6 (150)

Illinois Department of Transportation

APPROVED 2025

APPROVED 2025

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-1

January 1, January 1, ENGINEER OF SAFETY PROG. AND ENGINEERING

(Sheet 3 of 3)

STANDARD 701901-10

DEVICES

TRAFFIC CONTROL

SECTION D

Plans

Surface Type Routing, FT/SQ YD PCC 2.3 *PCC - Portland Cement Concrete

APC 1.5 *APC - Asphalt over Portland Cement Concrete

AAC 0.8 *AAC - Asphalt over Asphalt Concrete

45200100 45200300 Joint or Crack

Routing

Joint or Crack Filling

STREET NAME FROM TO (SQ YD) (FEET) (POUNDS)

Bohn Cir E Stone Creek Blvd E Stone Creek Blvd PCC 3,552 8,170 2,486

Castlerock Dr S Stone Creek Blvd River Birch Ln PCC 8,089 18,605 5,662

Cyprus Pt E Stone Creek Blvd Stillwater Lndg PCC 799 1,838 559

Muirfield Pl S Stone Creek Blvd S Stone Creek Blvd PCC 7,137 16,415 4,996

Nugent Cir E Stone Creek Blvd E Stone Creek Blvd PCC 3,026 6,960 2,118

Pebblebrooke Ln E Stone Creek Blvd Stonebrooke Ct PCC 1,474 3,390 1,032

River Birch Ln Castlerock Dr E End PCC 3,326 7,650 2,328

Smith Rd Stone Creek Blvd Florida Ave PCC 652 1,500 456

Stillwater Lndg E Stone Creek Blvd E End PCC 3,685 8,476 2,580

Stonebrooke Ct E Stone Creek Blvd N End PCC 2,757 6,341 1,930

E Stone Creek Blvd Smith Rd S High Cross Rd PCC 30,305 69,702 21,214

S Stone Creek Blvd E Windsor Rd Smith Rd PCC 41,967 96,524 29,377

Sticker Ln S End E Stone Creek Blvd PCC 3,446 7,926 2,412

Venturi Ct E Stone Creek Blvd E End PCC 749 1,723 524

Wadsworth Ln Muirfield Pl Muirfield Pl PCC 4,853 11,162 3,397

TOTAL: 115,817 266,382 81,071

ITEM NUMBER UNIT

45200100 FOOT

45200300 POUND

67100100 L SUM

X7010216 L SUM

45200100 45200300 Joint or Crack

Routing

Joint or Crack Filling

STREET NAME FROM TO (SQ YD) (FEET) (POUNDS)

Olympian Dr W of N Lincoln Ave N Lincoln Ave PCC 8,647 19,888 6,053

ITEM NUMBER UNIT

45200100 FOOT

45200300 POUND

JOINT OR CRACK ROUTING 19,888

JOINT OR CRACK FILLING 6,053

Bid Alternate #1 Surface Type Surface Area

Bid Alternate #1 QUANTITIES

ITEM QUANTITY

Surface Area

266,382 81,071

ITEM

QUANTITIES

2026 JOINT AND CRACK SEALING PROJECT

SECTION: 26-00714-00-PP

Application Rates Abbreviations

TRAFFIC CONTROL AND PROTECTION, (SPECIAL)

MOBILIZATION

JOINT OR CRACK FILLING

JOINT OR CRACK ROUTING

Filling, lbs/SQ YD

0.52 0.31

QUANTITY

0.70

CONCRETE WORK TABLE Surface Type

1:50,000

Joint and Crack Sealing 2026 Date created: 3/26/2026 Created by: Urbana Public Works, (217) 384 - 2342

Legend

Urbana City Limits

Bradley AveBloomington Rd

E Bradley Ave

S C o tt a g e G ro ve

A ve

N NeilSt

W Main St

S W ri g h t

S t

E Florida Ave

1850N N

Lincoln

Av e

E Main StE Springfield Ave

W Florida Ave

E Washington St

S VineSt

S L in co ln A ve

N H ig h

C ro ss R d

W Green St

S First

S t

Springfield Ave

W University Ave

N V in e

S t

S R a ce

S t

E Green St

N M a rk et S t

W Church St

Philo R d Bro wnfield Rd

S H ig h

C ro ss R d

W Kirby Ave

W Windsor Rd

E Main St Spur

W Interstate Dr

S N ei l S t

E Kirby Ave

N D u n la p

A ve

Airport Rd

Perkins Rd

N C o tt o n w o o d

R d

W Oaks Rd

E Windsor Rd 1400N

1550N

1600N

Cu nn in gh am A ve

W ill o w

R d

1650N

1825N

1900N

E University Ave

W Curtis Rd E Curtis Rd

W Olympian Dr Olympian Rd

E Oaks Rd

E Anthony Dr

S C o tt o n w o o d

R d

°9

'4 4"

N

88°15'3"W

0 1,000 2,000 Meters

0 5,000 10,000 Feet

0 1 2 Miles

Project Location

Project Location

Bid Alt. #1 Location