24-00683-00-SC_Final_Specifications_and_Plans.pdf

Bituminous Surface Treatment Project 2024

Section 24-00683-00-SC uly 1 , 2024

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. Supplemental Project Information

a. Schedule Table

b. Location Map

c. Details

SECTION A

City of Urbana Special Provisions

City of Urbana Bituminous Surface Treatment 2024

Section 24-00683-00-SC

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 INSURANCE

1.5 CONSTRUCTION AND MAINTENANCE NOISE

1.6 PREVAILING WAGE RATES

PART 2 - TECHNICAL PROVISIONS

2.1 LOCATION OF PROJECT

2.2 DESCRIPTION OF WORK

2.3 COORDINATION BETWEEN CONTRACTS

2.4 BITUMINOUS SURFACE TREATMENT, A1

2.5 MOBILIZATION

2.6 TRAFFIC CONTROL AND PROTECTION

Section 24-00683-00-SC

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 24-00683-00-SC

1.4 Insurance

Insurance must be placed with companies with an A.M. Best Rating of A- VIII or better.

For “Employers Liability” (part (a)(2) of Article 107.27 of the Standard Specifications), change the coverage limit to $1,000,000 for each category. Coverage will include a waiver of subrogation in favor of the City of Urbana.

Add the following requirements to “Commercial General Liability” (part (b) of Article 107.27 of the Standard Specifications):

(4) Personal and Advertising Injury Liability Limit $1,000,000.

Contractor shall name the City of Urbana and its officers and employees as additional insured (additional insured status must be provided via CG 2010 07/04 and CG 2037 07/04 for two (2) years from completion of the project), on a primary and non-contributory basis to any City of Urbana insurance or self-insured program, for liability arising out of the activities of Contractor.

Coverage will include contractual liability and a waiver of subrogation.

Add the following requirements to “Commercial Automobile Liability” (part (c) of Article 107.27 of the Standard Specifications):

Contractor shall name the City of Urbana and its officers and employees as additional insured on a primary and non-contributory basis to any City of Urbana insurance or self-insured program, for liability arising out of the activities of Contractor. Coverage will include a waiver of subrogation.

Add the following requirements to “Umbrella Liability” (part (d) of Article 107.27 of the Standard Specifications):

(1) General Aggregate Limit $5,000,000

(2) Each Occurrence Limit $5,000,000

Pollution Liability. When the services provided under this contract include any potential pollution/environmental risk or losses caused by pollution conditions, including mold and asbestos, that may arise from the Contractor’s work, Contractor shall maintain pollution liability insurance coverage at minimum limits as indicated below for itself, and its employees and agents. When a claims-made policy is renewed or replaced, the policy retroactive date must coincide with, or precede commencement of services by Contractor under this Contract. A claims-made policy that is replaced by an occurrence-based policy or not renewed must have an extended reporting period of at least two years.

Pollution Liability $1,000,000 per occurrence $2,000,000 annual aggregate

Contractor shall name the City of Urbana and its officers and employees as additional insured on a primary and non-contributory basis to any City of Urbana insurance or self-insured program, for liability arising out of the activities of Contractor. Coverage will include a waiver of subrogation.

Section 24-00683-00-SC

1.5 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.

1.6 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).

Section 24-00683-00-SC

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 “Bituminous Surface Treatment Project 2024” (Section 24-00683-00-SC) 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, Illinois.

2.2 Description of Work

Bituminous surface treatment, A1, with crushed steel slag.

2.3 Coordination between Contracts

The City of Urbana plans to apply pavement markings to Napleton Way West of Anthony Dr and on Anthony Dr from Vance Rd to Liberty Ave in 2024 under Section 24-00684-00-ST. Pavement markings on these segments shall be applied after the bituminous surface treatment is applied. The Contractor for the Pavement Marking Project (Section 24-00684-00-ST) shall plan their schedule accordingly and coordinate with the Contractor for the Bituminous Surface Treatment Project 2024 (Section 24-00683-00-SC) and the Engineer.

2.4 Bituminous Surface Treatment, A1

This work shall consist of constructing a single bituminous surface treatment (A-1) according to Local Roads and Streets Recurring Special Provision Check Sheet #LRS9 “Bituminous Surface Treatments” and the following provisions.

Materials. The seal coat aggregate shall be crushed steel slag and CA 16 gradation. The bituminous material shall be an emulsified asphalt according to Article 1032.06 of the Standard Specifications and of a grade identified for use with bituminous surface treatment. All materials shall come from sources currently approved by IDOT. It is the responsibility of the Contractor to provide the Engineer with evidence of materials inspection according to the IDOT Project Procedures Guide.

The Contractor shall be responsible for guaranteeing the compatibility of the aggregate with the Bituminous Materials specified. Any aggregate incompatible with the bituminous materials specified shall be replaced by the Contractor at his/her own expense, including any necessary Bituminous Materials.

Section 24-00683-00-SC

CONSTRUCTION REQUIREMENTS

Application of Bituminous Material. The Contractor shall take special precautions in protecting sewer facilities encountered on the streets. The Contractor shall prevent the aggregate material from falling into any open lids or inlet grates and also prevent any accumulation on the surface of any open or closed utility and sewer lids by covering them during application, or by other means approved by the Engineer.

All covers shall be removed the same day the street is treated. Contractor shall be responsible to clean out any utility or sewer manholes, valve boxes, or other access ports found to have excessive debris from construction.

Method of Measurement. The bituminous surface treatment will be measured for payment in place and the area computed in square yards. The width for measurement will be the top width of the bituminous surface treatment as shown on the plans or as directed by the Engineer.

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

SURFACE TREATMENT, A1.

2.5 Mobilization

Delete Section 671 of the Standard Specifications. The Contractor will not be paid for Mobilization.

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 Standard related to Traffic Control, and the listed Supplemental Specifications and Recurring Special Provisions.

· Highway Standard: 701301-04

· LRS 3 Work Zone Traffic Control Surveillance

· LRS 4 Flaggers in Work Zone

During periods when material or equipment is being hauled to or from the project site all haul trucks shall have at least one (1) flashing amber light or one (1) set of dual emergency flashers, operating when within the lane closure. In addition “WORK TRUCK DO NOT FOLLOW” shall be displayed on the rear of all haul trucks. Displays shall be 36 inch x 18 inch (0.91 m x 0.46 m) made of Fluorescent Orange reflective material as specified in Article 1106.01. This work shall be considered as included in the contract unit prices for the construction items involved and no additional compensation will be allowed.

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.

Section 24-00683-00-SC

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 a driveway is closed.

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 not be measured for payment.

SECTION B

IDOT Special Provisions

Check Sheet for Recurring Special Provisions

Printed BLR 11300 (Rev. 10/17/23)Page 1 of 2

Local Public Agency County Section Number

Check this box for lettings prior to 01/01/2024.

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 59 2 Subletting of Contracts (Federal-Aid Contracts) 62

3 EEO 63

4 Specific EEO Responsibilities Non Federal-Aid Contracts 73 5 Required Provisions - State Contracts 78 6 Asbestos Bearing Pad Removal 84 7 Asbestos Waterproofing Membrane and Asbestos HMA Surface Removal 85 8 Temporary Stream Crossings and In-Stream Work Pads 86 9 Construction Layout Stakes 87

10 Use of Geotextile Fabric for Railroad Crossing 90 11 Subsealing of Concrete Pavements 92 12 Hot-Mix Asphalt Surface Correction 96 13 Pavement and Shoulder Resurfacing 98 14 Patching with Hot-Mix Asphalt Overlay Removal 99 15 Polymer Concrete 101 16 Reserved 103 17 Bicycle Racks 104 18 Temporary Portable Bridge Traffic Signals 106 19 Nighttime Inspection of Roadway Lighting 108 20 English Substitution of Metric Bolts 109 21 Calcium Chloride Accelerator for Portland Cement Concrete 110 22 Quality Control of Concrete Mixtures at the Plant 111 23 Quality Control/Quality Assurance of Concrete Mixtures 119 24 Reserved 135 25 Reserved 136 26 Temporary Raised Pavement Markers 137 27 Restoring Bridge Approach Pavements Using High-Density Foam 138 28 Portland Cement Concrete Inlay or Overlay 141 29 Portland Cement Concrete Partial Depth Hot-Mix Asphalt Patching 145 30 Longitudinal Joint and Crack Patching 148 31 Concrete Mix Design - Department Provided 150 32 Station Numbers in Pavements or Overlays 151

07/16/24

City of Urbana Champaign 24-00683-00-SC

BLR 11300 (Rev. 10/17/23)Printed

Section NumberCountyLocal Public Agency

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 153

LRS 2 Furnished Excavation 154

LRS 3 Work Zone Traffic Control Surveillance 155

LRS 4 Flaggers in Work Zones 156

LRS 5 Contract Claims 157

LRS 6 Bidding Requirements and Conditions for Contract Proposals 158

LRS 7 Bidding Requirements and Conditions for Material Proposals 164

LRS 8 Reserved 170

LRS 9 Bituminous Surface Treatments 171

LRS 10 Reserved 175

LRS 11 Employment Practices 176

LRS 12 Wages of Employees on Public Works 178

LRS 13 Selection of Labor 180

LRS 14 Paving Brick and Concrete Paver Pavements and Sidewalks 181

LRS 15 Partial Payments 184

LRS 16 Protests on Local Lettings 185

LRS 17 Substance Abuse Prevention Program 186

LRS 18 Multigrade Cold Mix Asphalt 187

LRS 19 Reflective Crack Control Treatment 188

07/16/24

24-00683-00-SCChampaignCity of Urbana

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.

LR 109-2

State of Illinois

DEPARTMENT OF TRANSPORTATION

Bureau of Local Roads and Streets

SPECIAL PROVISION

FOR

BITUMINOUS MATERIALS COST ADJUSTMENT FOR LOCAL LETTINGS

(RETURN FORM WITH BID)

Effective: June 16, 2017 Revised: .

Description. Bituminous material cost adjustments will be made to provide additional compensation to the Contractor, or credit to the project owner, for fluctuations in the cost of bituminous materials when optioned by the Contractor. The bidder shall indicate on the attached form whether or not this special provision will be part of the contract and submit the completed form with his/her bid. Failure to submit the form, or failure to fill out the form completely, shall make this contract exempt of bituminous materials cost adjustments.

The adjustments shall apply to permanent and temporary hot-mix asphalt (HMA) mixtures, bituminous surface treatments (cover and seal coats), and preventative maintenance type surface treatments that are part of the original proposed construction, or added as extra work and paid for by agreed unit prices. The adjustments shall not apply to bituminous prime coats, tack coats, crack filling/sealing, joint filling/sealing, or extra work paid for at a lump sum price or by force account.

Method of Adjustment. Bituminous materials cost adjustments will be computed as follows.

CA = (BPIP - BPIL) x (%ACV / 100) x Q

Where: CA = Cost Adjustment, $.

BPIP = Bituminous Price Index, as published by the Department of Transportation for the month the work is performed, $/ton ($/metric ton).

BPIL = Bituminous Price Index, as published by the Department of Transportation for the month prior to the letting for work paid for at the contract price; or for the month the agreed unit price letter is submitted by the Contractor for extra work paid for by agreed unit price, $/ton ($/metric ton).

%ACV = Percent of virgin Asphalt Cement in the Quantity being adjusted. For HMA mixtures, the % ACV will be determined from the adjusted job mix formula. For bituminous materials applied, a performance graded or cutback asphalt will be considered to be 100% ACV and undiluted emulsified asphalt will be considered to be 65% ACV.

Q = Authorized construction Quantity, tons (metric tons) (see below).

For HMA mixtures measured in square yards: Q, tons = A x D x (Gmb x 46.8) / 2000. For HMA mixtures measured in square meters: Q, metric tons = A x D x (Gmb x 1) / 1000. When computing adjustments for full-depth HMA pavement, separate calculations will be made for the binder and surface courses to account for their different Gmb and % ACV.

For bituminous materials measured in gallons: Q, tons = V x 8.33 lb/gal x SG / 2000 For bituminous materials measured in liters: Q, metric tons = V x 1.0 kg/L x SG / 1000

Where: A = Area of the HMA mixture, sq yd (sq m).

D = Depth of the HMA mixture, in. (mm).

Gmb = Average bulk specific gravity of the mixture, from the approved mix design.

V = Volume of the bituminous material, gal (L).

SG = Specific Gravity of bituminous material as shown on the bill of lading.

Basis of Payment. Bituminous materials cost adjustments may be positive or negative but will only be made when there is a difference between the BPIL and BPIP in excess of five percent, as calculated by:

Percent Difference = {(BPIL – BPIP) BPIL} 100

Bituminous materials cost adjustments will be calculated for each calendar month in which applicable bituminous material is placed; and will be paid or deducted when all other contract requirements for the work placed during the month are satisfied. The adjustments shall not apply during contract time subject to liquidated damages for completion of the entire contract.

Return With Bid

OPTION FOR

BITUMINOUS MATERIALS COST ADJUSTMENT

The bidder shall submit this completed form with his/her bid. Failure to submit the form, or failure to fill out the form completely, shall make this contract exempt of bituminous materials cost adjustments. After award, this form, when submitted, shall become part of the contract.

Contract No.: _______________________

Company Name: _____________________________________________________________

Contractor’s Option:

Is your company opting to include this special provision as part of the contract?

Yes No

Signature: ____________________________________________ Date: _________________

SECTION C

Supplemental Project Information

2024 Bituminous Surface Treatment Project

City Section 24-00683-00-SC

ANTHONY C W End Willow Rd A-1 4235 1482 49 ANTHONY D Willow Rd S of Napleton Way A-1 6472 2265 74 ANTHONY F Vance Rd Liberty Ave A-1 3751 1313 43 ANTHONY H S of Northwood Dr N End A-1 2353 824 27 BAILEY A Broadway Ave Division Ave A-1 1125 394 13 BARR A W End Cunningham Ave A-1 671 235 8 BARR B Smith Rd E End A-1 757 265 9 BERKLEY A Kerr Ave Chapin St A-1 703 246 8 BERKLEY B Oakland Ave Bailey St A-1 808 283 9 BERKLEY C Bailey St Thompson St A-1 576 202 7 BUTZOW D N of Coachman Dr N End A-1 1455 509 17 CHAPIN A Broadway Ave Berkley Ave A-1 1123 393 13 CRYSTLLKE B Cunningham Ave Maple St A-1 1049 367 12 DIVISON B S of Kerr Ave Kerr Ave A-1 544 190 6 DIVISON D Oakland Ave Thompson St A-1 1599 560 18 GERALDINE A Kerr Ave Oakland Ave A-1 1329 465 15 GHBAKER A E of Hagan Blvd Willow Rd A-1 1529 535 18 GOLFVIEW A Country Club Rd GH Baker Dr A-1 4577 1602 53 HAGAN A S End S of GH Baker Dr A-1 1107 387 13 HICKORY A University Ave Sycamore St A-1 816 286 9 HIGHLANDS A Kerr Ave Geraldine Ave A-1 2589 906 30 KENYON B Ransom Pl W of Cunningham Ave A-1 10194 3568 117 LYNN J Main St N End A-1 1335 467 15 MAPLE K Main St N of Main St A-1 333 116 4 MAPLE L N of Main St University Ave A-1 2729 955 31 MAPLE M University Ave Crystal Lake Dr A-1 1842 645 21 NAPLETON A1 W End W of Anthony Dr A-1 2717 951 31 OAKLAND A Broadway Ave Division Ave A-1 1441 504 17 OAKLAND B Geraldine Ave E End A-1 612 214 7 OLDRT150 A W End University Ave A-1 1821 637 21 PARK C Cunningham Ave Maple St A-1 1319 462 15 PARK D Sycamore St Ash St A-1 1075 376 12 PARK E Ash St Cottage Grove Ave A-1 2157 755 25 PERKINS C Brownfield Rd E End A-1 2196 769 25 SYCAMORE A University Ave N End A-1 791 277 9 THOMPSON B Division Ave E End A-1 290 102 3 THOMPSON C Cunningham Ave E End A-1 183 64 2 WATER C Lynn St Cottage Grove Ave A-1 1524 533 18 WEBBER G Main St N End A-1 1252 438 14 WILLOW A Country Club Rd S of Willow Ct A-1 769 269 9 WILLOW B S of Willow Ct S of Kenyon Rd A-1 4213 1475 48 WILLOW D Anthony Dr N of Anthony Dr A-1 745 261 9 WILLOW F N of Pega Dr S of Airport Rd A-1 3033 1061 35 WILLOW G S of Airport Rd Airport Rd A-1 859 301 10 WILLOW H Airport Rd N End A-1 1214 425 14

83,812 Total = 29,334 964

Urbana IDEA Website:

https://idea.appliedpavement.com/hosting/urbana-il/network-details/network-details.html

CA-16, Crushed Steel Slag (Tons)

A-1 = Bituminous Seal Coat (HFP) & Aggregate (CA-16, Crushed Steel Slag)

Summary Table of Proposed Work Locations Material Quantity for information only

Street Name

IDEA

Section ID From To

Surface Treatment

Area (Sq Yd)

HFP

(Gallons)

ONE LANE

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

pavement for a period of less than 15 minutes.

the centerline and a line 24 (600) outside the edge of the

For any operation that encroaches in the area between edge of the pavement for a period of less than 60 minutes.

For any operation that is more than 24 (600) outside the than 60 minutes.

pavement for a period in excess of 15 minutes but less the centerline and a line 24 (600) outside the edge of the

For any operation that encroaches in the area between amber dome light operating.

Vehicle with dual flashers or flashing min.

100' (30 m) min.

100' (30 m) ( amber dome light operating.

Vehicle with dual flashers or flashing

W20-4(0)-48

1 1 min.

100' (30 m) min.

100' (30 m) 1 1

W20-4(0)-48

4 SIGN SPACING

Posted Speed Sign Spacing

50-45

<45

500' (150 m)

350' (100 m)

200' (60 m)

1 = table for distances.

Refer to SIGN SPACING

Cleaning up debris on pavement

Utility operations

String line

Field survey

Marking patches Work area

Sign on portable or permanent support

Flagger with traffic control sign unless otherwise shown.

All dimensions are in inches (millimeters)

W20-7(O)-48

W20-7(O)-48

SYMBOLSTYPICAL APPLICATIONS

Illinois Department of Transportation

APPROVED 2011

APPROVED 2011

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF SAFETY ENGINEERING 1-1-09

STANDARD 701301-04

SHORT TIME OPERATIONS

LANE CLOSURE, 2L, 2W,

DATE REVISIONS

Revised flagger sign.1-1-11

Switched units to English (metric).