city of mattoon 2026-0017 2026 Pavement Project Burgess Auditorium Parking Lot Specs.pdf

CITY OF MATTOON, ILLINOIS

MATTOON PAVEMENT PROJECT

BURGESS AUDITORIUM PARKING LOT

BID SPECIFICATIONS

INDEX

Page # Item

1 Advertisement

2 thru 4 Bid Procedures & General Requirements

5 Bid Form

6, 7 Contract

8, 9 Performance / Payment Bond

10 thru 12 Special Provisions

13 thru 19 Traffic Control standards & 420101-07

20 thru 24 Prevailing Wage Rates for Coles County

Attachments

Plans

CITY OF MATTOON

Notice to Bidders

2026 Pavement Project Proposal Contract

Legal Notice City of Mattoon 2026 Pavement Project

The City of Mattoon is accepting sealed proposals for 2026 Pavement Project Burgess Auditorium Parking Lot

Refer to link below to download all bid documents and to subscribe to get notifications of future bids. Beaconbid.com/solicitations/city-of-mattoon. All questions concerning the contract are due no later than Wednesday August 5, 2026 at 12:00 pm. Proposals shall be submitted on bid documents that are available to you. Sealed bids labeled “2026 Pavement Project Burgess Auditorium Parking Lot” are due by 11:00 A.M. on Wednesday August 12, 2026, at the City Clerk’s office at 208 North 19th Street, Mattoon, Illinois 61938. The right is reserved to waive technicalities and to reject any or all proposals.

Susan O’Brien, City Clerk

BID PROCEDURES AND GENERAL REQUIREMENTS

Bid Procedure Bids are due by 11:00 A.M. on Wednesday, August 12, 2026.

Bids are to be submitted on the attached Bid Form to:

City of Mattoon City Clerk’s Office 208 North 19th Street Mattoon, IL 61938

Bids are to be submitted in sealed envelopes marked as follows:

“2026 Pavement Project Burgess Auditorium Parking Lot”

The contract will be awarded to the lowest responsive and responsible bidder. The City of Mattoon reserves the right to reject any or all bids, to waive any informalities in the bid procedure, and to accept the bid considered to be in the best interest of the City.

Contract and Contract Bonds A Contract and Performance/Payment Bond are required. Blank forms are contained herein. The Contract and Bonds are to be completed by the successful bidder after the bid award and prior to the start of any work activities.

Governing Specifications The Illinois Department of Transportation Standard Specifications for Road and Bridge Construction, Adopted January 1, 2022 shall govern the administration of this contract except as specifically modified herein. Where the term "Standard Specifications" is used in these contract provisions it shall be construed to mean the Standard Specifications for Road and Bridge Construction.

Qualifications and References IDOT prequalification is not required. Bidders shall furnish 3 references for projects of similar scope and size upon written request. Bidders are required to complete a minimum of 51% of the work with their own forces. Bidders shall furnish a list of equipment and manpower on written request.

BID PROCEDURES AND GENERAL REQUIREMENTS (CONT.)

Prevailing Wage Rates This contract calls for the construction of a “public work,” within the meaning of the Illinois Prevailing Wage Act, 820 ILCS 130/.01 et seq. (“the Act”), the Act requires contractors and subcontractors to pay laborers, workers and mechanics performing services on public works projects no less than the “prevailing rate of wages” (hourly cash wages plus fringe benefits) in the county where the work is performed. For information regarding current prevailing wage rates, please refer to the Illinois Department of Labor’s website at https://labor.illinois.gov/laws-rules/conmed/current-prevailing-rates.html. All contractors and subcontractors must comply with all requirements of the Act, including but not limited to, all wage, notice and record keeping duties.

Insurance Certificate The contractor shall furnish a Certificate of Insurance with the City of Mattoon named as an additional insured prior to beginning any work on the project. The minimum insurance requirements are:

Commercial General Liability Each Occurrence $1,000,000 Personal & Advertising Injury $1,000,000 General Aggregate $2,000,000 Products & Completed Operations Aggregate $1,000,000 Automotive Liability - Owned, Non-Owned, and Hired Autos Combined Single Limit $1,000,000 Or Bodily Injury per Person $1,000,000 Bodily Injury per Accident $1,000,000 Property Damage per Accident $1,000,000 Workers Compensation Statutory Limits

Employers Liability Each Accident

$500,000

Disease - Each Employee $500,000 Disease - Policy Limit $500,000

BID PROCEDURES AND GENERAL REQUIREMENTS (CONT.)

Time Limit The bid award is expected to be approved at the August 18, 2026, City Council Meeting. A Notice to Proceed will be issued after receipt of an executed contract, contract bonds, and insurance certificate. The completion date will be adjusted for delays to the anticipated award date. No cost adjustment shall be allowed in association with such an adjustment.

All work including the final grading and seeding shall be completed by October 9, 2026.

Liquidated damages in the amount of $750 per calendar day shall be assessed for each day beyond said completion date.

Please be advised there could possibly be contractors working on the alley in this area.

Progress Payments Progress payments will be made once per month. Measurements for payment will be completed by the city. Retainage in the amount of 10% shall be withheld from all progress payments until final acceptance of the work.

Suspension of Work The City reserves the right to suspend the work, and/or annul the contract, for failure of the contractor to perform the work in accordance with the contract terms. Suspension of the work, or annulment of the contract, shall not affect the City’s right to recover damages on account of such nonperformance.

Extra Work No payment shall be made, nor is liability incurred, for any extra work unless agreed to in writing, in advance, by the City. Payment for extra work shall be in accordance with Section 109.04 of the Standard Specifications.

Taxes The materials included in this bid are exempt from Illinois State Sales Tax.

Questions All questions should be submitted through the Beacon website by Aug.5 2026.

BID FORM

I/We agree to complete the work described int the Bid specifications titled “City of Mattoon Illinois, Mattoon 2026 Pavement Project Burgess Auditorium Parking Lot at the following price(s):

Item Qty Unit Price Total

Pavement Removal 1 ,179 Sq Yd ________ _______

Driveway Pav’t Removal 44 Sq Yd _________ _________

Curb & Gutter Removal 50 Ft __________ ________

Sidewalk Removal 683 Sq Ft __________ ________

Curb & Gutter, Type B-6.12 50 Ft __________ ________

PCC Pavement 8” 1,162 Sq Yd __________ ________

PCC Driveway Pav’t 8“ 44 Sq Yd __________ ________

PCC Sidewalk 5” 506 Sq Ft __________ ________

PCC Sidewalk 8” 180 Sq Ft __________ ________

Inlet Adjustment 1 Each __________ ________

Total Bid Amount ____________________

Return bid on this form.

Bidders Name and Address

_______________________________ Phone: __________________

_______________________________ Email: ___________________

Signature: ________________________

CITY OF MATTOON

CONTRACT

1. THIS AGREEMENT, made and concluded the day of , , between the City of Mattoon, Illinois, known as the party of the first part, and , their executors, administrators, successors, or assigns, known as the party of the second part.

2. WITNESSETH: That for and in consideration of the payments and agreements mentioned in the Bid Form hereto attached, to be made by the party of the first part, and according to the terms expressed in the Bond referring to these presents, the party of the second part agrees with said party of the first part at their own expense to do all work, furnish all materials and all labor necessary to complete the work in accordance with the Plans and Specifications hereinafter described.

3. It is understood and agreed that the Bid Specifications titled

City of Mattoon Illinois, 2026 Pavement Project Burgess Auditorium Parking Lot , the bid form and the Contract Bond hereto attached are all essential documents of this contract and are a part hereof.

4. This contract calls for the construction of a “public work,” within the meaning of the Illinois Prevailing Wage Act, 820 ILCS 130/.01 et seq. (“the Act”), the Act requires contractors and subcontractors to pay laborers, workers and mechanics performing services on public works projects no less than the “prevailing rate of wages” (hourly cash wages plus fringe benefits) in the county where the work is performed. For information regarding current prevailing wage rates, please refer to the Illinois Department of Labor’s website at:

https://labor.illinois.gov/laws-rules/conmed/current-prevailing-rates.html. All contractors and subcontractors must comply with all requirements of the Act, including but not limited to, all wage, notice and record keeping duties.

5. The party of the second part shall not discriminate on the basis of race, color, national origin, sexual orientation, or sex in the performance of this contract. Failure of the party of the second part to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or other such remedy as the Owner deems appropriate.

6. IN WITNESS WHEREOF, the said parties have executed these presents on the date above mentioned.

ATTEST: Rick Hall, Mayor, City of Mattoon

By:

City Clerk Party of the First Part

(SEAL)

Company Name:

Party of the Second Part

Print Name:

ATTEST: Company Name:

Secretary Party of Second Part

Print Name:

Project:

CONTRACT BOND

City of Mattoon Illinois, 2026 Pavement Project Burgess Auditorium Parking Lot

We, as PRINCIPAL and as SURETY, are held and firmly bound unto the City of Mattoon in the penal sum of

Dollars($ ), lawful money of the United States, well and truly to be paid unto the City of Mattoon, for the payment of which we bind ourselves, our heirs, executors, administrators, and successors, jointly to pay to the City of Mattoon this sum under the conditions of this instrument.

WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the Principal has entered into a written contract with the City of Mattoon for the construction of work on the above project, which contract is hereby referred to and made part hereof, as if written herein at length, and whereby the said Principal has promised and agreed to perform said work in accordance with the terms of said contract, and has promised to pay all sums of money due for any labor, materials, apparatus, fixtures or machinery furnished to such Principal for the purpose of performing such work and has further agreed to pay all direct and indirect damages to any person, firm company, or corporation suffered or sustained on account of the performance of such work during the time thereof and until such work is completed and accepted; and has further agreed that this bond shall inure to the benefit of any person, firm, company, or corporation, to whom any money may be due from the Principal, subcontractor or otherwise, for any such labor, materials, apparatus, fixtures or machinery so furnished and that suit may be maintained on such bond by any such person, firm, company, or corporation, for the recovery of any such money.

NOW THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said contract, and shall pay all sums of money due or to become due for any labor, materials, apparatus, fixtures or machinery furnished to him for the purpose of constructing such work, and shall commence and complete the work within the time prescribed in said contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on account of such work during the time of the performance thereof and until the said work shall have been accepted, and shall hold the City of Mattoon harmless on account of any such damages and shall in all respects fully and faithfully comply with all the provisions, conditions, and requirements of said contract, then this obligation to be void; otherwise to remain in full force and effect.

IN TESTIMONY WHEREOF, the said Principal and the said Surety have caused this instrument to be signed by their respective officers this day of , .

PRINCIPAL

Company Name: Company Name:

By: By:

(Signature & Title) (Signature & Title)

(If PRINCIPAL is a joint venture of two or more contractors, the company names, and signatures of each contractor must be affixed.)

SURETY

(Name of Surety) (Signature of Attorney-in-Fact)

NOTARY

STATE OF , COUNTY OF ,

I, , a Notary Public in and for said County, do hereby certify that (Names of individuals signing on behalf of

PRINCIPAL AND SURETY)

Who are each personally known to me to be the same persons whose names are subscribed to the foregoing instrument on behalf of PRINCIPAL and SURETY, appeared before me this day in person and acknowledged respectively, that they signed, sealed and delivered said instrument as their free and voluntarily act for the uses and principals therein set forth.

Given under my hand and notary seal this day of , . My commission expires on .

Notary Public

OWNER

Approved this day of , A.D., Attest: City of Mattoon

City Clerk (SEAL) Mayor

SPECIAL PROVISIONS

Governing Specifications The Illinois Department of Transportation Standard Specifications for Road and Bridge Construction, Adopted January 1, 2022, shall govern the construction of the work contained in this project except as specifically modified herein. Where the term "Standard Specifications" is used in these contract provisions it shall be construed to mean the Standard Specifications for Road and Bridge Construction.

Description of Work The project includes removal of existing pavement, curb & gutter, sidewalk and driveway pavement. Placement of new pavement, curb & gutter, driveway pavement, sidewalk, and grading & seeding.

Traffic Control The contractor shall protect the work areas from vehicle and pedestrian traffic using cones, drums, or barricades and shall be properly erected in accordance with the standards. The contractor shall provide prompt, courteous attention to pedestrian and vehicle traffic in the work area. Standard 701501-06,701801-06, 701901-11 are attached. The city will assist with the location of signage. The failure of the contractor to provide prompt, courteous attention to traffic may result in suspension of the work.

Traffic control will not be paid for separately but should be included in the associated pay items.

Layout The contractor shall have the lead in laying out the work in conformance with the drawings. City staff will be available for assistance as needed. A professional land surveyor is not required.

Earth Excavation This work shall comply with Section 202 of the Standard Specifications. This work will not be paid for separately but shall be included in the associated plan quantities.

Removal Items, General Removal items shall comply with Section 440 of the Standard Specifications. All items specified for removal shall be removed from the jobsite and disposed of at the contractor’s expense. Full depth saw cuts are required for all concrete removal limits.

The cost of this work shall be included in the various removal items specified.

SPECIAL PROVISIONS (cont.)

Concrete Curb & Gutter Type B-6.12 PCC Gutter shall conform to Section 606 of the Standard Specifications and the details in the plans. The minimum thickness shall be 9” at the flowline of the gutter. This work will be paid at the contract unit price, per foot, for PCC Gutter of the specified width.

Pavement 8” All work shall be done in accordance of Article 420 of the IDOT Standard Specifications for Road and Bridge Construction. Saw cuts, tie bars and reinforcements are required.

Reinforcement shall be positioned according to Article 421.04(a). The curb and gutter can be poured monolithic with the pavement, but plan must be submitted and approved by Engineer.

Tie Bars & Expansion Joints Tie bars shall be #6, grade 60, uncoated, reinforcement bars. Tie bars shall be 24” long, embedded 8” installed on 36” centers on centerline and 12” centers on transverse contraction joints. Drilled tie bars shall be grouted using Sikadur 32, 2 Part Epoxy, or an approved equivalent.

Please refer to IDOT Standard 420101-07 24’ PCC Pavement Joints for details.

Tie bars shall be required in the following locations:

Between the proposed PCC Gutter and the existing pavement.

There are no other tie bars required between the proposed work and the existing.

Expansion joint material shall comply with Section 1051 of the Standard Specifications.

A 1/2” expansion joint shall be required at the following locations:

Between the proposed PCC Driveway Pavement and the existing roadway.

Between the proposed PCC Driveway Pavement and the existing driveway pavement.

Between the PCC Driveway Pavement and the 8” PCC Sidewalk thru the driveway.

Between the PCC Base Course and the proposed PCC Driveway Pavement and/or PCC Gutter.

Between the PCC Sidewalk Ramps and the proposed PCC Gutter.

Between the PCC Sidewalk and the existing concrete gutter.

Between the proposed PCC Sidewalk and the existing sidewalks.

Transverse expansion joints are required thru the PCC Sidewalk on 100’ centers.

This work shall be included in the cost of the various concrete items.

SPECIAL PROVISIONS (cont.)

Seed Bed Preparation

The area to be seeded shall be worked to a minimum depth of (3in.) with a disk, tiller, or other equipment approved by the Engineer, reducing all soil particles to a size not larger than (2 in.) in the largest dimension. The prepared surface shall be relatively free from weeds, clods, stones, roots, sticks, rivulets, gullies, crusting, and caking.

Fertilizer is specified, 270 lb (300 kg) of fertilizer nutrients per acre (hectare) shall be applied at 1:1:1 ratio as follows.

Nitrogen Fertilizer Nutrients 90 lb/acre (100 kg/ha) Phosphorus Fertilizer Nutrients 90 lb/acre (100 kg/ha) Potassium Fertilizer Nutrients 90 lb/acre (100kg/ha)

Grading, Seeding & Mulch

Seeding and mulching shall comply with Sections 250 and 251 of the Standard Specifications. The contractor shall grade , seed, and mulch all areas disturbed by their construction activities.

The seed mixture shall be Class 1 or Class 2. Mulch shall be required and placed in accordance with Article 251.03 Method 3 of the Standard Specifications for Road and Bridge Construction. This shall be included in the unit price for associated pay items and not paid for separately.

Work Conditions During the construction, the contractor is responsible for keeping the work area, including roadways, clean of dirt and debris at all times.

(7.2 m)

24'

(3.6 m)

12'

(3.6 m)

12'

(450) sawed joint

Longitudinal

(TYPICAL 2-LANE WITH SHOULDERS)

Slope 1.5% Slope 1.5% bars at 12 (300) cts.

18 (450) Long dowel

Bar supports t t/

(225)

Lane edge or edge of pavement joint filler-full depth (typ.)

1 (25) Preformed expansion pavement has cured.

with full depth concrete after

Place casting to grade and fill keyed joint (typ.)

Longitudinal

** Casting outside limits

(3 m in

(3 m in

(typ.)

6 (150)** placed at pav't. mid-depth reinforcement bars (8 total)

2-No. 5x4' (No. 16x1.2 m)

Lane edge or edge of pavement joint or edge of pavement.

be extended to either the longitudinal achieved, the transverse joints shall

When the 12 (300) minimum cannot be*** unless otherwise shown.

All dimensions are in inches (millimeters) not shown.

See Standard 420001 for details of joints c ts

(t y p d o w e l b a rs a t ty p

(typ.)

18 (450)

36 (900) cts.

tie bars at

No. 6 (No. 19) joint contraction

Transverse sawed joint

Longitudinal ty p

TRANSVERSE CONSTRUCTION JOINT

SECTION A-A

GENERAL NOTES

FOR PAVEMENT BLOCKS-OUTS

DETAIL OF ADDED REINFORCEMENT

A

A

(450)

PAVEMENT PLAN

Pavement subbase

Stabilized subgrade

Improved

(see table)

12' or 15' (3.6 m or 4.5 m)

(see table)

12' or 15' (3.6 m or 4.5 m) clearance of 9 (225) from the end of the dowel bars.

bars in the longitudinal joint(s) to maintain a transverse joints. Also adjust the spacing of tie so the joints are in prolongation with existing use a spacing between 12' (3.6 m) and 18' (5.5 m)

When placed adjacent to existing PCC pavement, 15' (4.5 m) *10 (250) and greater

12' (3.6 m) *Less than 10 (250)

Contraction Joints

Spacing of TransversePavement Thickness drilled for bars or header board

Split header board

CL

CL

Illinois Department of Transportation

APPROVED 2022

APPROVED 2022

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF POLICY AND PROCEDURES 1-1-18

STANDARD 420101-07

PCC PAVEMENT

24' (7.2 m) JOINTED

DATE REVISIONS

board callout.

contraction joints and header

Revised spacing of transverse1-1-22 bars of 36 (900).

Changed spacing of tie

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

ONE LANE

ROAD

AHEAD

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

ROAD

CLOSED

ROAD

CLOSED

AHEAD

ONE LANE

ROAD

AHEAD

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

4 3

1 1 max.

100' (30 m)

R11-2 min.

100' (30 m)

W20-1(0)-48

Or

W20-I103(0)-48

W20-4(0)-48

Type l or Type ll barricades

Type lll barricades

W20-3(0)-48

W20-1(0)-48

W20-I103(0)-48 Or

Type l or Type ll Barricades m

W20-4(0)-48 projects and utility maintenance

For

W20-1(0)-48 projects construction contract

For

W20-I103(0)-48

Or

One way / one lane operation

SIGN SPACING

Posted Speed Sign Spacing

50-45

<45

500' (150 m)

350' (100 m)

200' (60 m)

Work area

(not required for moving operations)

Cone, drum or barricade

Flagger with traffic control sign

Sign on portable or permanent support

Barricade or drum with flashing light

Type III barricade with flashing lights 20' (6 m) centers.

Cones, drums or barricades at may be doubled.

used. the interval between devices

Type I or Type II barricades are at 50' (15 m) centers. When drums or

(75 m). Additional cones may be placed

Cones at 25' (8 m) centers for 250'

For approved sideroad closures.

for distances.

Refer to SIGN SPACING TABLE1

4 unless otherwise shown.

All dimensions are in inches (millimeters) of one traffic lane in an urban area.

encroach on the pavement requiring the closure activities night, any vehicle, equipment, workers or their

This Standard is used where at any time, day or

W20-7(O)-48

W20-7(O)-48

SYMBOLS

GENERAL NOTES

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 701501-06

2L, 2W, UNDIVIDED

URBAN LANE CLOSURE,

DATE REVISIONS

Revised flagger sign.1-1-11

Corrected sign No.'s.

Switched units to English (metric).

CONSTRUCTION

ROAD

AHEAD

WORK

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

SIDEWALK

CLOSED

USE OTHER

SIDE

SIDEWALK

CLOSED

SIDEWALK

CLOSED

USE OTHER

SIDE

projects construction contract

W20-I103(0)-48 for projects and utility maintenance

W20-1(0)-48 for

Or

Or projects construction contract

W20-I103(0)-48 for projects and utility maintenance

W20-1(0)-48 for

R11-I101-2418 road work traffic control.

Omit whenever duplicated by

10' (3 m) Spacing

25' (8 m) Spacing

Work area permanent support

Sign on portable or

Barricade or drum barricade

Cone, drum or

Type lll barricade

R11-I102-2430 R11-I102-2430 unless otherwise shown.

All dimensions are in inches (millimeters) detail on Standard 701901.

positioned as shown in "ROAD CLOSED TO ALL TRAFFIC"

Type lll barricades and R11-2-4830 signs shall be ends of the actual closures.

The SIDEWALK CLOSED signs shall be used at the the corners across the street from the closure.

occurs at a corner, the signs shall be erected on to each end of the closure. Where the closure placed at the nearest crosswalk or intersection

The SIDEWALK CLOSED / USE OTHER SIDE sign shall be whenever possible.

provided on the same side of the closed facilities

The temporary pedestrian facilities shall be accessible.

Temporary facilities shall be detectable and roadway traffic is affected.

other Traffic Control & Protection Standards when

This Standard must be used in conjunction with performed.

traffic must be rerouted due to work being

This Standard is used where, at any time, pedestrian

.2 m m in typical

Parking space, channelizing barricade

Detectable pedestrian

SIDEWALK DIVERSION

SIDEWALK CLOSURE

GENERAL NOTES

SYMBOLS

Illinois Department of Transportation

APPROVED 2016

APPROVED 2016

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF SAFETY ENGINEERING 1-1-12

(Sheet 1 of 2)

STANDARD 701801-06

CROSSWALK CLOSURE

SIDEWALK, CORNER OR

DATE REVISIONS

the standard spec.

standard as this is covered in

Omitted orange safety fence from4-1-16

Renamed Standard.

Modified appearance of plan views.

Added SIDEWALK DIVERSION.

CONSTRUCTION

ROAD

AHEAD

WORK

SIDEWALK

CLOSED

USE OTHER

SIDE

SIDEWALK

CLOSED

SIDEWALK

CLOSED

SIDEWALK

CLOSED

USE OTHER

SIDE

SIDEWALK

CLOSED

USE OTHER

SIDE

ROAD

AHEAD

CONSTRUCTION

ROAD

AHEAD

WORK

SIDEWALK

CLOSED

USE OTHER

SIDE

SIDEWALK

CLOSED

USE OTHER

SIDE

ROAD

CLOSED

AHEAD

Or projects construction contract

W20-I103(0)-48 for projects and utility maintenance

W20-1(0)-48 for

Or projects construction contract

W20-I103(0)-48 for projects and utility maintenance

W20-1(0)-48 for

R11-I101-2418

R11-I101-2418

Spacing

10' (3 m)

R3-1-2424

R11-I102-2430

R11-I102-2430

R11-I102-2430

R3-2-2424

R20-3(O)-48

R11-I102-2430

R11-I102-2430

CORNER CLOSURE

CROSSWALK CLOSURE

Illinois Department of Transportation

APPROVED 2016

APPROVED 2016

ENGINEER OF DESIGN AND ENVIRONMENT

IS

S

U E

D -1

-9

January 1, January 1, ENGINEER OF SAFETY ENGINEERING

(Sheet 2 of 2)

STANDARD 701801-06

CROSSWALK CLOSURE

SIDEWALK, CORNER OR