Anderson Road Restoration (2026)

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Anderson Road Restoration

Request for Proposal

Prepared for

Confederated Tribes of the

Chehalis Reservation

April 2026

Prepared by

JSA Civil

111 Tumwater Blvd. SE, Suite B203

Tumwater, WA 98501

Confederated Tribes of The Chehalis Reservation

Anderson Road Restoration

April 2026

Anderson Road Restoration

Request for Proposal

Prepared for

Confederated Tribes of The Chehalis Reservation

420 Howanut RD

Oakville, WA 98568

Prepared by

JSA Civil

111 Tumwater Blvd. SE, Suite B203

Tumwater, WA 98501

360.515.9600

Confederated Tribes of The Chehalis Reservation

Anderson Road Restoration

April 2026

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Confederated Tribes of The Chehalis Reservation

Anderson Road Restoration

April 2026

TABLE OF CONTENTS

LEGAL DOCUMENTS

SECTION 00 41 00 RFP/BID FORM ........................................................................RFP-1

SECTION 00 11 13 INVITATION TO BID...................................................................RFP-3

SECTION 00 21 13 INSTRUCTIONS TO BIDDERS..................................................RFP-5

BIDDER’S CHECKLIST ….............................................................................................RFP-11

PROPOSAL REQUIREMENTS .......................................................................................RFP-13

FORM A: BID PROPOSAL ...........................................................................................RFP-15

FORM B: PROJECT APPROACH AND SCHEDULE ...................................................RFP-18

FORM C: BIDDER’S CONSTRUCTION EXPERIENCE ...............................................RFP-20

FORM D: SAFETY PLAN..............................................................................................RFP-21

FORM E: INDIAN PREFERENCE ................................................................................RFP-23

FORM F: BONDING............................................................................................................RF P-25

FORM G: NON-COLLUSION DECLARATION .............................................................RFP-27

FORM H: SIGNATURE PAGE......................................................................................RFP-29

APPENDICES

A CONTRACT (INFORMATIONAL ONLY)

SPECIAL PROVISIONS

INADVERTENT DISCOVERY PLAN

CONTRACT PLANS

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Legal Documents

SECTION 00 41 00

RFP/BID FORM

CONFEDERATED TRIBES OF THE CHEHALIS RESERVATION

REQUEST FOR PROPOSAL

Anderson Road Restoration

PROJECT NAME:

Anderson Road Restoration

April 2026

Confederated Tribes of The Chehalis Reservation

Anderson Road Restoration

RFP-1

April 2026

RFP/Bid Form

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Confederated Tribes of The Chehalis Reservation

Anderson Road Restoration

RFP-2

April 2026

RFP/Bid Form

SECTION 00 11 13

INVITATION TO BID

CONFEDERATED TRIBES OF THE CHEHALIS

RESERVATION (Tribe)

Anderson Road Restoration

REQUEST FOR PROPOSAL

The Anderson Road Restoration project includes roadway and infrastructure improvements

to Anderson Road. The improvements include roadway reconstruction, watermain installation,

trenching for utility undergrounding, and lighting installation.

Sealed proposals for the Anderson Road Restoration project must be received by May 15, 2026

at 2:00 p.m. to The Chehalis Tribe, 6 Niederman Road, Oakville, WA 98568 Attn: Bryan

Sanders. Bid proposals received after the date and time stated above will not be accepted.

Proposals received on time will be opened privately. The Chehalis Tribe will share the bid results

within 10 business days from the final date of receipt of proposals. The Chehalis Tribe reserves

the right to waive irregularities and to reject any and all bids.

RFP documents will be available in PDF format starting April 20, 2026 Via Email.

Please direct questions regarding this project to the Owner’s Tribal Project Representative,

Bryan Sanders at the following:

Email: bryan.sanders@chehalistribe.org

The work includes the furnishing of all labor, materials, and equipment necessary to complete the

Anderson Road Restoration according to the drawings and specifications.

It is the intent to award a contract to the highest scored responsible Bidder according to the

Proposal Evaluation Criteria included with the RFP, provided the bid has been submitted in

accordance with the bidding documents and does not exceed the funds available. Scoring and

assessment of Bid Proposals will be performed by a selection committee, expected to include

Tribal officials and/or staff members. Bid pricing shall include all applicable sales tax.

Confederated Tribes of The Chehalis Reservation

Anderson Road Restoration

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April 2026 Invitation to Bid

SECTION 00 21 13

INSTRUCTIONS TO BIDDERS

ARTICLE 1 – DEFINITIONS

1.1

The Bidding Documents include the Invitation to Bid, Instructions to Bidders, Request for

Proposal/Bid Form, Specifications, Drawings, and the proposed Contract Documents

including any Addenda issued prior to receipt of bids. The Contract Documents proposed

for the Work consist of the Agreement Between Confederated Tribes of the Chehalis

Reservation and Contractor, the Drawings, the Specifications and all Addenda issued prior

to, and all modifications issued after execution of the Contract.

1.2

Addenda are written or graphic instruments issued prior to the execution of the Contract

which modify or interpret the Bidding documents by additions, deletions, clarifications, or

corrections. The contents of Addenda are issued in no particular order and therefore

should be carefully and completely reviewed.

1.3

A Bid is a complete and properly signed proposal to do the Work, or designated portion

thereof, submitted in accordance with the Bidding Documents for the sums therein

stipulated.

1.4

The Base Bids are the sums stated in the Bid for which the Bidder offers to perform the

Work described in the Bidding Documents as the base to which work may be added or

from which work may be deleted for sums stated in Alternate Bids if any.

1.5

A Bidder is a person or entity who submits a bid.

1.6

The Project Manager is the Confederated Tribes of the Chehalis Reservation,

located at:

1.7

Planning Department

6 Niederman Road

Oakville, Washington 98568

In case of conflict between the provisions of these Instructions and any other Bidding

Document, these Instructions shall govern. In case of conflict between the provisions of

the Bidding Documents and the Contract Documents, the Contract Documents shall

govern.

ARTICLE 2 – BIDDER’S REPRESENTATIONS

2.1

Each Bidder, by making its Bid, represents that:

2.1.1

The Bidder has read and understands the Bidding Documents and its Bid is made in

accordance therewith.

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Instructions to Bidders

2.1.2

The Bidder has familiarized itself with the requirements to be performed and has

correlated its observations with the requirements of the proposed Contract Documents.

2.1.3

Its Bid is based upon the materials, systems, and equipment required by the Bidding

Documents, without exception.

2.1.4

The Bidder has carefully examined the Bidding Documents and Contract Documents

and has satisfied itself as to the nature, location, character, quality, and quantity of the

labor, materials, equipment, goods, supplies, work, services, and other items to be

furnished, all other requirements of the Contract Documents, as well as the conditions

and other matters that may affect performance of the work or the cost or difficulty

thereof. The failure of the Bidder fully to acquaint themselves with any applicable

condition or matter shall not in any way relieve the Bidder from the responsibility for

performing the work in accordance with and for the contract sum provided for in the

contract documents.

ARTICLE 3 – BIDDING DOCUMENTS

3.1

PDF Format Files Available April 20, 2026

3.1.1

3.2

3.3

Bidder shall use complete sets of Bidding Documents in preparing Bids; the Tribe

assumes no responsibility for errors or misinterpretations resulting from the use of

incomplete sets of Bidding Documents.

Interpretation or Correction of Bidding Documents:

3.2.1

Bidders shall promptly notify the Tribe of any ambiguity, inconsistency, or error, which

they may discover upon examination of the Bidding Documents. The submittal of the

Bid constitutes acceptance of products and procedures specified as sufficient,

adequate, and satisfactory for completion of the Contract.

3.2.2

Bidders requiring clarification or interpretation of the Bidding Documents shall make a

written request which shall reach the Tribe at least seven days prior to the date for

receipt of Bids.

3.2.3

Any interpretation, correction, or change of the Bidding Documents will be made by

Addendum. Interpretations, corrections, or changes of the Bidding Documents made

in any other manner will not be binding and Bidders shall not rely upon such

interpretations, corrections, and changes.

Addenda:

3.3.1

Addenda will be electronically delivered to all who are known by the Tribe to have

received a complete set of Bidding Documents.

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Instructions to Bidders

3.3.2

Copies of Addenda will be made available for inspection wherever Bidding Documents

are on file for that purpose.

3.3.3

No Addenda will be issued later than three days prior to the date for receipt of Bids

except an Addendum withdrawing the request for Bids or including postponement of

the date for receipt of Bids.

3.3.4

Each Bidder shall ascertain, prior to submitting its bid that it has received all Addenda

issued and it shall acknowledge their receipt in its Bid.

ARTICLE 4 – BIDDING PROCEDURE

4.1

4.2

Form and Style of Bids:

4.1.1

Bids shall be submitted on a Bid Form identical to the form included with the Bidding

Documents.

4.1.2

Where so indicated by the makeup of the Bid Form, sums shall be expressed in both

words and figures; in case of discrepancy between the two, the amount written in words

shall govern.

4.1.3

Any interlineation, alteration, or erasure must be initialed by the signer of the Bid.

4.1.4

Each copy of the Bid shall include the legal name of the Bidder and a statement that

the Bidder is a sole proprietor, a partnership, a corporation, or some other legal entity.

Each copy shall be signed by the persons legally authorized to bind the Bidder to a

contract. A Bid by a corporation shall also give the State of Incorporation. A bid

submitted by an agent shall have a current power of attorney attached certifying the

agent’s authority to bind the Bidder.

Bid Security:

4.2.1

4.3

As described on RFP/Bid Form.

Submission of Bids:

4.3.1

The Bid, and any other documents required to be submitted with the Bid, shall be

enclosed in a sealed opaque envelope with the notation “SEALED BID ENCLOSED”

on the face thereof. The envelope shall be addressed, and hand delivered to:

Confederated Tribes of the Chehalis Reservation

Attn: Bryan Sanders

Planning Department

6 Niederman Road

Oakville, WA 98568

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Instructions to Bidders

4.4

4.3.2

The Bidder shall include one original and 3 paper copies of the bid proposal documents

in the sealed submittal envelope.

4.3.3

Bids shall be deposited at the designated location prior to the time and date for receipt

of Bids indicated in the Invitation to Bid or any extension thereof made by Addendum.

Bids received after the time and date for receipt of Bids will be returned unopened.

4.3.4

The Bidder shall assume full responsibility for timely delivery at the location designated

for receipt of Bids.

4.3.5

Oral, telephonic, mailed, or facsimile Bids are invalid and will not receive

consideration.

Modification or Withdrawal of Bids:

4.4.1

A Bid may not be modified, withdrawn, or canceled by the Bidder during a thirty-day

period following the time and date designated for the receipt of Bids and each Bidder

so agrees in submitting its Bid.

4.4.2

Prior to the time and date designated for receipt of Bids, any Bid submitted may be

modified or withdrawn by notice to the party receiving Bids at the place designated for

receipt of Bids. Such notice shall be in writing over the signature of the Bidder or by

telegram; if by telegram, written confirmation over the signature of the Bidder shall be

mailed and postmarked on or before the date and time set for receipt of Bids and it

shall be so worded as not to reveal the amount of the original Bid.

4.4.3

Withdrawn Bids may be re-submitted up to the time designated for the receipt of Bids

provided that they are then fully in conformance with these Instructions to Bidders.

ARTICLE 5 – CONSIDERATION OF BIDS

5.1

Opening of Bids:

5.1.1

5.2

Bids will be opened privately by the owner and reviewed by the selection committee.

Rejection of Bids:

5.2.1

The Tribe shall have the right to reject any/or all Bids for any reason or for no reason,

to reject a Bid not accompanied by data required by the Bidding Documents, or to

reject a Bid which is in any way incomplete or irregular.

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Instructions to Bidders

5.3

Acceptance of Bid (Award):

5.3.1

The Tribe intends (but is not bound) to award a Contract to the highest scored

responsible Bidder, as assessed by a selection committee described in the Invitation

to Bid (Spec. Sec. 00 11 13), provided the Bid has been submitted in accordance with

the requirements of the Bidding Documents and does not exceed the funds available.

The Tribe has the right to waive any informality or irregularity in any Bid or Bids

received and to accept the Bid or Bids which, in its judgment, is in its own best interests.

5.3.2

Preference should be given to hiring Indian subcontractors and labor.

5.3.3

The Tribe reserves the right to limit the award of the bid based on funds available to all

or any combination of base bids.

ARTICLE 6 – POST BID INFORMATION

6.1

Submittals:

6.1.1 The Bidders shall submit in a timely manner all information required by the Contract

Documents.

ARTICLE 7 – FORM OF AGREEMENT BETWEEN THE OWNER AND CONTRACTOR

7.1

Form to be Used:

7.1.1 The Agreement for the Work will be written on the form included with the Bidding

Documents.

ARTICLE 8 – SUPPLEMENTARY INSTRUCTIONS

8.1

Start Date: The contractor shall not begin onsite work until July 13, 2026.

8.2

Contract Time: See Section 1-08.5, Time for Completion.

8.3

Non-Discrimination: The Bidder shall fully comply with all applicable tribal, federal, state,

and local laws, regulations, and ordinances pertaining to nondiscrimination, equal

employment, and affirmative action.

8.4

Liquidated Damages: See Section 1-08.9, Liquidated Damages.

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Instructions to Bidders

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Instructions to Bidders

BIDDER’S CHECKLIST

The Bidder’s attention is called to the following forms which must be executed in full as required

and submitted (as a sealed bid) by the date and time specified in Section 00 11 13 Invitation to

Bid:

PROPOSALS

Proposals must consist of the following information in the order indicated below:

1. Form A – Bid Proposal.

2. Form B – Project Approach and Schedule.

3. Form C – Bidder’s Construction Experience.

4. Form D – Safety Plan.

5. Form E – Indian Preference: Proof of enrollment in a federally recognized Indian Tribe, if

applicable.

6. Form F – Bonding (5%).

7. Form G – Non-Collusion Declaration.

8. Form H – Signature Page and addenda acknowledgement.

FAILURE TO COMPLETE AND SUBMIT THE ABOVE ITEMS MAY BE CAUSE FOR THE

TRIBE TO CONSIDER THE BID IRREGULAR AND BE REJECTED.

The following forms are to be executed after the Award:

1. Contract: To be executed by the successful bidder and the Tribe.

2. Contract Bond (Performance and Payment Bond).

3. Insurance Certificates.

4. Labor and Industry Forms.

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Bidder’s Checklist

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Bidder’s Checklist

PROPOSAL REQUIREMENTS

Proposals must consist of the following information in the order indicated below:

1. Form A – Bid Proposal.

2. Form B – Project Approach and Schedule.

3. Form C – Bidder’s Construction Experience.

4. Form D – Safety Plan.

5. Form E – Indian Preference: Proof of enrollment in a federally recognized Indian Tribe, if

applicable.

6. Form F – Bonding (5%).

7. Form G – Non-Collusion Declaration.

8. Form H – Signature Page.

EVALUATION CRITERIA

Upon receipt, the Chehalis Tribe will evaluate each proposal based on the criteria located on the

following page.

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Proposal Requirements

Proposal Evaluation Criteria

Bid Proposal (Form A): Total Bid amount will be scored on a sliding scale based 45 Points

on rank of individual bidders and range of variation in bid amounts.

Where an Indian-owned economic enterprise whose Indian ownership consists of

the Chehalis Tribe or enrolled Chehalis tribal member(s) submits a bid for a contract,

preference for that Indian-owned economic enterprise shall be exercised over other

bidders in the following manner: 10% reduction in the bid prices for Chehalis Indianowned economic enterprises that exceed the lowest price of another qualified bidder

by no more than 10% of that other bidder’s bid price applied for the purpose of

scoring in this evaluation section.

Project Approach and Schedule (Form B): Project approach must demonstrate 25 Points

that the Bidder understands the work involved, has coordinated with any

subcontractors and has accounted for material availability.

Bidder’s Construction Experience (Form C): Form must be completed in its 15 Points

entirety; do not leave anything blank. Proposal will be evaluated on how thoroughly

questions are answered and the level of experience the Bidder has in projects of

similar scope.

Safety Plan (Form D): The Bidder shall submit a Safety Plan in accordance with 10 Points

Title 11.10 Construction Safety of the Chehalis Tribal Code. Additionally, the Safety

Plan shall address project specific work elements.

Indian Preference (Form E): Preference will be given to qualified applicants who 5 Points

are a Native-owned business. To be considered for Indian preference, you must

submit proof that majority ownership of the company is an enrolled member of a

federally recognized Indian Tribe. Documentation must be submitted to receive the

points.

Bonding (Form F): Proposals are required to provide a 5% bid bond in order to be

considered a responsive bid proposal.

Pass/Fail

Non-Collusion Declaration (Form G): Proposals are required to include the NonCollusion Declaration in order to be considered a responsive bid proposal.

Pass/Fail

Signature Page (Form H): Proposals are required to include the Signature Page in Pass/Fail

order to be considered a responsive bid proposal.

TOTAL POINTS: 100 Points

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Proposal Requirements

Bidder:

FORM A: BID PROPOSAL/SCHEDULE OF VALUES

ANDERSON ROAD RESTORATION

Confederated Tribes of The Chehalis Reservation

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April 2026 Form

A: Bid Proposal

Confederated Tribes of The Chehalis Reservation

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April 2026 Form

A: Bid Proposal

Bidder:

FORM B: PROJECT APPROACH AND SCHEDULE

CONFEDERATED TRIBES OF THE CHEHALIS RESERVATION

REQUEST FOR PROPOSAL

ANDERSON ROAD RESTORATION

PROJECT APPROACH

The Anderson Road Restoration project includes roadway and infrastructure improvements to

Anderson Road. The improvements include roadway reconstruction, watermain installation,

trenching for utility undergrounding, and lighting installation.

CONSTRUCTION APPROACH

The Bidder shall provide detail on how they will address the following items:

1. Address subcontractor scope and coordination. List all subcontractors and specific work

items they will be completing.

2. Provide a detailed narrative describing your traffic control plan. This must include the

following:

• A detailed description of your construction sequence.

• Will there be any road closures and if so for how long?

• How many flaggers will you have and how/where will they be used?

• How will you accommodate pedestrians?

• How will you ensure access to adjacent residences or businesses at all

times?

• Outline signage and illumination plan.

• Provide a traffic control project schedule showing each phase affecting

traffic and the planned method of handling traffic by phase including length

of time of any road closures.

3. Describe material and equipment staging. Attach a diagram identifying locations where

material and equipment that is delivered or staged on-site will be located. Identified staging

area must be provided to us in writing showing you have landowner approval.

4. Present in the proposal, the coordination of items with long lead deliveries to complete

project in the most time- and cost-effective manner. The project schedule will be evaluated

to assess the Bidder’s approach to complete the project. Project schedules must also

demonstrate that the Bidder understands the work involved, has coordinated with any

subcontractors and has accounted for material availability.

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April 2026 Form

B: Project Approach and Schedule

PROJECT SCHEDULE

Include a preliminary Type A progress schedule for the project, by activity, in accordance with

Section 1-08.3 (2)A, of the WSDOT Standard Specifications indicating when each activity will be

accomplished. Identify any significant milestones or deadlines. Include due dates for all

deliverables. The schedule must include all construction activities and provide adequate detail to

establish an acceptable and realistic construction duration and sequence to complete the project.

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April 2026 Form

B: Project Approach and Schedule

FORM C: BIDDER’S CONSTRUCTION EXPERIENCE

NOTE: All questions must be answered and the data given must be clear and

comprehensive. If necessary, include separate sheets.

6.1.

How many years has your organization been in business as a Contractor?

6.2.

How many years has your organization been in business under this present business

name?

6.3.

Under what other or former names has your organization operated?

6.4.

If your organization is a corporation, answer the following:

6.5.

6.6.

•

Date of incorporation:

•

State of incorporation:

•

President’s name:

If your organization is a partnership, answer the following:

•

Date of organization:

•

Type of partnership (if applicable):

•

Names of general partner:

If your organization is individually owned, answer the following:

•

Date of organization:

•

Name of owner:

6.7.

Describe the general character of work performed by your company.

6.8.

On a separate sheet, list major construction contracts your organization has in progress,

giving the name of the project, owner, contract amount, percent complete, and scheduled

completion date.

6.9.

Have you ever failed to complete any work awarded to you? If so, why and where?

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Form C: Bidder’s Construction Experience

6.10.

Have you ever defaulted on a Contract? If yes, provide details on separate sheet.

6.11.

List projects of similar scope completed by your company. Include the approximate cost

for each, the client, and the month and year completed. Be sure to list all previous

experience with construction of roadways and underground utilities.

6.12.

List the major equipment available for this contract.

6.13.

On a separate sheet, list jobs completed that are of similar type and magnitude to this

project, include: project name, description of work performed, completion date, client

name, reference phone number, and dollar value.

6.14.

State the average annual amount of construction work performed during the past five

years.

6.15.

Will you, upon request, fill out a detailed financial statement and furnish any other

information that may be required by the Tribe?

6.16.

List all claims and litigations for similar projects performed during the past 5 years

6.17.

Name of Organization:

Signature:

Printed Name:

Title:

Date:

Confederated Tribes of The Chehalis Reservation

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Form C: Bidder’s Construction Experience

FORM D: SAFETY PLAN

CONFEDERATED TRIBES OF THE CHEHALIS RESERVATION

REQUEST FOR PROPOSAL

ANDERSON ROAD RESTORATION

The Bidder shall submit a project-specific Safety Plan in accordance with Title 11.10 Construction

Safety of the Chehalis Tribal Code, available at:

https://www.codepublishing.com/WA/ChehalisTribe/html/ChehalisTribe11/ChehalisTribe1110.html

The Safety Plan must describe how site-specific construction safety will be ensured in the

following areas:

•

Personal protective equipment.

•

Worksite housekeeping.

•

Employee training.

•

Fall protection.

•

Emergency response/accidents/injury response including investigations and reporting.

•

Fire protection.

•

Hand and power tools.

•

Heavy equipment/vehicles.

•

Material handling and storage.

•

Confined space.

Describe your policy for employee safety, including all subcontractors, and how you handle noncompliance with on-site safety. List all employees, including subcontractors, that have completed

safety training such as:

•

First aid/CPR/blood borne pathogens.

•

Heavy equipment operator.

•

Hazardous waste operations and emergency response (HAZWOPER).

Additionally, the Safety Plan shall address the following project specific work elements:

1. Spill Prevention, Control, and Countermeasures Plan (SPCC Plan).

The Bidder’s SPCC shall be in accordance with Section 1-07.15(1) of the WSDOT

Standard Specifications.

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Form D: Safety Plan

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Form D: Safety Plan

FORM E: INDIAN PREFERENCE

CONFEDERATED TRIBES OF THE CHEHALIS RESERVATION

REQUEST FOR PROPOSAL

ANDERSON ROAD RESTORATION

Preference will be given to qualified applicants who are members of federally recognized Indian

tribes. To be considered for Indian Preference, you must submit proof of enrollment in a federally

recognized Indian tribe.

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Form E: Indian Preference

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Form E: Indian Preference

FORM F: BONDING

CONFEDERATED TRIBES OF THE CHEHALIS RESERVATION

REQUEST FOR PROPOSAL

ANDERSON ROAD RESTORATION

BID BOND

A 5% bid bond per WSDOT Standard Specification 1-02.7 shall accompany each Bid.

CONTRACT BOND

(This is provided as information on what will be required of the successful bidder upon entering

into a contract with the Chehalis Tribe.)

Bidders are not required to submit a Contract Bond as part of the RFP review process.

The successful bidder will be required to furnish a Performance Bond and Payment Bond written

by a company licensed to do business in Washington in an amount equal to one hundred percent

(100%) of the contract amount.

A performance and payment bond is a surety bond furnished by the Contractor and the

Contractor’s surety that guarantees performance of the Work and payment to laborers,

mechanics, subcontractors, and material suppliers. The Contract Bond is intended to provide

protection to the Tribe for the Contractor’s obligations with respect to construction and post

construction phases of the Project.

RIGHT OF WAY PERFORMANCE AGREEMENT AND BOND

A right of way performance agreement and bond will be required for the work within Confederated

Tribes of the Chehalis Reservation. The contractor shall provide a bond, letter of credit, or cash

deposit to the Confederated Tribes of the Chehalis Reservation for 150% of the estimated value

of the work.

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Form F: Bonding

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Form F: Bonding

FORM G: NON-COLLUSION DECLARATION

I, by signing the Proposal, hereby declare, under penalty of perjury under the laws of the United

States, that the following statements are true and correct:

•

That the undersigned person(s), firm, association, or corporation has (have) not, either

directly or indirectly, entered into any agreement, participated in any collusion, or

otherwise taken any action in restraint of free competitive bidding in connection with the

project for which this proposal is submitted.

•

That by signing the signature page of this proposal, I am deemed to have signed and have

agreed to the provisions of this declaration.

NOTICE TO ALL BIDDERS

To report bid rigging activities, call 1‐800‐424‐9071.

The US Department of Transportation operates the above toll-free hotline Monday through Friday,

8:00 a.m. to 5:00 p.m. Eastern time. Anyone with knowledge of possible rigging, bidder collusion,

or other fraudulent activities should use the hotline to report such activities.

This hotline is part of the USDOT’s continuing effort to identify and investigate highway

construction contract fraud and abuse and is operated under the direction of the USDOT Inspector

General. All information will be treated as confidential and caller anonymity will be respected.

Confederated Tribes of The Chehalis Reservation

Anderson Road Restoration

RFP-27

April 2026

Form G: Non-Collusion Declaration

This Page Intentionally Left Blank

Confederated Tribes of The Chehalis Reservation

Anderson Road Restoration

RFP-28

April 2026

Form G: Non-Collusion Declaration

FORM H: SIGNATURE PAGE

The undersigned hereby certifies that he/she has examined the location of: ***Anderson Road

Restoration*** and has read and thoroughly understands the plans, specifications, and contract

governing the work in this improvement. The undersigned is deemed to have acknowledged all

requirements and signed all certificates contained herein. The undersigned proposes to undertake

and complete the work in this improvement

ADDENDA ACKNOWLEDGEMENT

Receipt of the following Addenda to the Plans and/or Specifications is hereto acknowledged:

Addendum

No.

Addendum Receipt Date

Signed Acknowledgement

NOTE: Failure to acknowledge receipt of the Addenda may be considered as an irregularity in the

Proposal.

Bidder

Date

Contractor’s Unified Business Identifier (UBI) No.

Contractor’s License No.

Contractor’s DUNS No.

Contractor’s DOR State Excise Tax Reg. No.

By:

Authorized Official

Address:

Confederated Tribes of The Chehalis Reservation

Anderson Road Restoration

RFP-29

April 2026

Form H: Signature Page

This Page Intentionally Left Blank

Confederated Tribes of The Chehalis Reservation

Anderson Road Restoration

RFP-30

April 2026

Form H: Signature Page

APPENDIX A

CONTRACT (INFORMATIONAL ONLY)

Confederated Tribes of the Chehalis Reservation

CONSTRUCTION CONTRACT

This Contract is made on the ___ day of ___________, by and between the Confederated

Tribes of the Chehalis Reservation, hereinafter referred to as “Tribe” and (Insert name of

company), (Type of contractor), hereinafter referred to as “Contractor.” This Contract is made

for work to be performed for the benefit of the Tribe in order to make the necessary

improvements to afford safe, healthy, and sound construction for the Tribe and in compliance

with appropriate Tribal and federal provisions.

RECITALS

Contractor, in consideration of the sum indicated on the Contractor’s Proposal, which by this

reference is made a part hereof, and in consideration of the other covenants and agreements

herein contained, agrees to perform and complete the work herein described:

1. A. Contractor shall accomplish all the work for this project as indicated in the attached Bid

(Name of project), which is made a part hereof, which includes the project specifications

and are also incorporated as part of this Contract.

B. The Scope of Work covered by this Contract shall be completed by (Name of contractor).

C. Excusable delays.

Except with respect to failures of subcontractors, the Contractor shall not be considered

to have failed in performance of this contract if such failure arises out of causes beyond

the control and without the fault or negligence of the Contractor. Such cause may include,

but are not restricted to, Acts of God or the public enemy, acts of the Government in

either its sovereign or contractual capacity, acts of the owner, fires, floods, quarantine

restrictions, strikes, freight embargoes, and unusually severe weather, but in every case

failure to perform must be beyond the control and without the fault or negligence of the

Contractor. If the failure to perform is caused by the failure of a subcontractor to perform,

and if such failure arises out of the cause beyond the control of both the Contractor and

subcontractor and without the fault or negligence of either of them, the contractor shall

not be deemed to have failed in performance of the Contract, unless (a) the supplies or

services to be furnished by the subcontractor were obtained from other supplies, and (b)

the Contractor shall have failed to comply reasonably with such order. The Contractor

shall within 10 days from beginning of such delay notify the Tribe in writing of the

causes of the delay. The Tribe shall ascertain the facts and extent of such failure and, if

determined that any failure to perform was occasioned by any one or more of the said

cause, the delivery schedule shall be revised accordingly.

2. The Tribe shall make payments to the Contractor of a sum not to exceed the total amount of

$_______. The Tribe shall make payments within 30 days after completion of the work, or

by a timeline agreed to by both parties and attached and made part of this Contract. The last

payment will be made with the approval of work by the Tribal Business Committee. A 5%

retainage fee shall be held until all parties, including the Tribal Building Inspector, accept the

work as being complete including all punch list items. All warranties and lien waivers and

project as-builts as specified must be received prior to final payment.

3. Amendments and work orders to this Contract shall only be made upon written amendments

agreed to and executed by the parties.

4. Contractor shall obtain and maintain all required licenses or permits, and meet all

requirements of the Tribe, State, and/or Federal laws as applicable for the successful

completion of this project. Contractor will provide copies of his Contractor’s License,

Workers Compensation, Bonding and/or Insurance Certificate.

5. Contractor shall not enter into any subcontracts for any of the work scheduled under this

Contract, or assign any right, interest or obligation under this Contract, without obtaining

prior written approval of the Tribe.

6. Warranty.

Contractor warrants that all materials used will be new and of good quality unless use of

other materials is approved in writing by the Tribe, and that all work will be free of defects in

workmanship, and that the work will conform to the conditions of this Contract and the

standards in the industry. This warranty is for a period of 12 months following the date the

work is approved by the Business Committee. Any warranty claim shall be submitted to

Contractor in writing within the 12 month period.

7. Termination Conditions.

In event of contract termination by any of the following provisions, the parties agree to make

notification in writing of the reasons for termination and the effective date.

A. Termination for Cause.

The Tribe, by written notice of default (including breach of contract) to the Contractor

may immediately terminate the whole or any part of this Contract if Contractor failed to

perform in the manner called for by this Contract; or fails to provide the services within

the time specified herein, or any of the other provisions of this Contract; or fails to pursue

the work as to endanger performance of this Contract in accordance with its terms and

fails to correct such failures.

B. Termination for Bankruptcy or Insolvency.

The Tribe may immediately terminate Contract if Contractor files and is involuntarily

declared to be bankrupt or insolvent according to law, or if assignment of Contractor’s

property shall be made for the benefit of creditors. The Tribe may thereupon remove

Contractor and his effects, if any, forcibly if necessary, without being deemed guilty of

trespass and without prejudice to any remedy which otherwise might be used.

C. Termination for convenience.

This Contract may be terminated in whole or in part if the Tribe and Contractor agree that

continuation of the project would not produce beneficial results commensurate with the

further expenditure of funds. The parties will agree upon termination conditions,

including effective date, and in the case of partial termination, the portions to be

terminated.

D. Termination in Event of Damaged or Destroyed Property.

This Contract may be terminated by Contractor if the property is substantially damaged

or destroyed by fire, natural disaster or causes other than by deliberate acts or negligence

by the Contractor.

8. The rights and remedies of the Tribe provided in Section 7 related to defaults by the

Contractor shall not be exclusive and are in addition to any other rights or remedies provided

by law or under this Contract.

9. Compensation in Event of Termination.

If Contract is terminated for reasons identified in Section 7 above, the Tribe will compensate

the Contractor proportionately for the work that has been satisfactorily completed. The Tribe

in accordance with generally accepted standards of the trade will make the determination of

satisfactory work.

10. Contractor shall comply with the Copeland “Anti-Kickback” Act (18 USC § 847) as

supplemented in Department of Labor Regulations, (29 CFR Part 3) and shall not induce by

any means, any person employed by this project, to give up any part of the compensation to

which they are otherwise entitled.

11. Contractor Continuously throughout the term of this Agreement, Contractor shall carry and

maintain, at Contractor’s expense, general liability, errors and omissions, automobile,

property damage, and if applicable, workman’s compensation insurance. Contractor must

provide a Certificate of Insurance naming the Tribe as Additional Insured showing the

following coverages:

Commercial General Liability Each Occurrence $1,000,000

General Aggregate $2,000,000

Products/Completed Operations Aggregate $2,000,000

Personal Injury $1,000,000

Damages to Rented Premises $50,000

Automobile Liability Including: $1,000,000

Any Auto

Hired & Non-Owned Autos

Workers’ Compensation:

Statutory Worker’s Compensation insurance as prescribed by applicable law as

evidenced by a Certificate of Insurance from State of Washington Department of

Labor and Industries during the period of this contract.

WA Stop Gap (Employers Liability)

Per Accident $1,000,000

Disease $1,000,000

Each Employee $1,000,000

12. Contractor shall furnish all necessary machinery, tools, apparatus, equipment, supplies,

materials, and labor unless otherwise specified in the Contract documents.

13. It is expressly understood that the laws of the Tribe and where applicable Federal laws shall

govern this Contract.

14. Any litigation necessary to enforce the obligations of either party under this Contract must be

brought into the Tribal Court of the Tribe to the extent jurisdiction obtains. Both as to

interpretation and performance, the tribal laws of the Tribe shall govern this Contract; in the

absence of tribal law, federal law applies. Nothing in this Contract shall be deemed or

construed as a waiver of the sovereign immunity of the Tribe or any of its subsidiaries,

officers, directors, employees, or representatives.

15. Contractor shall promptly, as due, make payments of all debts, dues, demands and

obligations incurred in the performance of this Contract and shall not permit any lien or

claim to be filed or prosecuted against the Owner or the Tribe.

16. Contactor hereby agrees to indemnify and hold Tribe harmless from any and all claims,

causes of action, losses, damages, and expenses, including attorney’s fees, arising out of

Contractor’s performance of the work.

17. If any provision of this Contract is held invalid or unenforceable, such invalidity or

unenforceability shall not affect the validity or enforceability of any other provision of this

Contract.

18. Contractor must apply for and be issued a Tribal Business License in order to work within

the exterior boundaries of the Chehalis Reservation. The fee for the license is $50.00.

19. For all tribally-owned projects, Contractor and all sub-contractors shall exercise Native

Preference and Chehalis Tribal Preference, as described in the Chehalis Tribal Procurement

Policies, in hiring staff or engaging subcontractors for the completion of the work. The

Tribe’s Planning Department shall assist Contractor in exercising this preference by

providing copies of relevant policy sections and advising Contractor with regard to hiring or

engagement of subcontractors at Contractor’s request.

20. Contractor acknowledges that Washington State sales and excise taxes do not apply to the

delivery of the goods and/or services described under this Contract to the Chehalis Tribe

within the Tribe’s jurisdiction, and shall not include any Washington or other State sales or

excise tax in the fee charged for performing the work.

21. Contractor shall retain for not less than three years all financial and other records pertinent to

this Contract and make such records available to agents of the Tribe and to agents of any

federal agency identified by the Tribe or the Comptroller General of the United States, for the

purpose of conducting an audit.

22. Nothing in this Contract shall be construed so as to create any relationship of joint venture,

partnership, employer/employee, agency, landlord/tenant or any similar relationship between

the parties. Contractor is solely responsible for compliance with any laws and regulations

applicable to Contractor, and for payment of any self-employment or other taxes that may

apply to Contractor’s earnings resulting from performance of this Contract.

23. Contractor shall maintain and enforce adequate policies to ensure that all of Contractor’s

employees, representatives, agents and subcontractors maintain a drug and alcohol-free

working environment while performing the work. The use of drugs or alcohol by Contractor

or any of Contractor’s employees, agents, or subcontractors while providing services under

this Agreement, or the performance of services under this Agreement by such persons while

under the influence of drugs or alcohol, shall constitute a material breach of this Agreement.

In the event of such a breach, the Chehalis Tribe may terminate this Agreement immediately

by giving verbal or written notice to Contractor or to Contractor’s senior on-site agent or

employee.

24. The Chehalis Tribe maintains the inherent authority to remove and exclude from the territory

of the Chehalis Tribe, which includes the Chehalis Reservation and tribal trust lands, any

person who is not an enrolled Chehalis tribal member and whose presence in the Tribe’s

territory may be injurious to the peace, health, or welfare of the Chehalis Tribe. Contractor

shall maintain and enforce adequate internal policies and procedures to ensure that neither

Contractor nor Contractor’s employees, agents, or subcontractors who enter the Tribe’s

territory pursuant to this Agreement shall have been convicted of a criminal offense

consisting of a “sex offense” requiring registration as a “sex offender,” or of a “domestic

violence offense,” as those terms are defined or understood under the laws of the United

States, Chehalis tribal law, or the law of any tribe or state. The presence of such a person in

the Tribe’s territory on Contractor’s behalf under this Agreement shall constitute a material

breach of this Agreement. In the event of such a breach, the Chehalis Tribe may terminate

this Agreement immediately by giving verbal or written notice to Contractor or to

Contractor’s senior on-site agent or employee. The Chehalis Tribe reserves the right to

confirm Contractor’s compliance with this provision by conducting a criminal background

check of Contractor and any of Contractor’s employees, agents, or subcontractors who

perform work within the territory of the Chehalis Tribe under this Agreement. Contractor

shall comply in a timely manner with the Chehalis Tribe’s reasonable request for the personal

identifying information of Contractor or Contractor’s employees, agents, or subcontractors

for the limited purpose of performing a criminal background check to verify Contractor’s

compliance with this provision.

Confederated Tribes of the Chehalis Reservation

Date: DATE

Signed: ______________________________

Name:

Contractor

Signed: ______________________________

Name:

Date: ___________

SPECIAL PROVISIONS

INTRO.GR1

INTRODUCTION

This Contract shall be constructed in accordance with the 2026 Standard Specifications for

Road, Bridge, and Municipal Construction.

SPECIAL PROVISIONS

Several types of Special Provisions are included in this contract; General, Region, Bridges

and Structures, and Project Specific. Special Provisions types are differentiated as follows:

(date)

(******)

(Regions1 date)

General Special Provision

Notes a revision to a General Special Provision

and also notes a Project Specific Special

Provision.

Region Special Provision

General Special Provisions are similar to Standard Specifications in that they typically apply

to many projects, usually in more than one Region. Usually, the only difference from one

project to another is the inclusion of variable project data, inserted as a “fill-in”.

Project Specific Special Provisions normally appear only in the contract for which they were

developed.

DIVISION1.GR1

Division 1

General Requirements

DESWORK.GR1

DESCRIPTION OF WORK

(March 13, 1995)

This Contract provides for the improvement of *** This project is privatively funded and will

provide improvements to Anderson Road including new water main extension, undergrounding of existing utilities, and resurfacing of the existing pavement. Project elements

include traffic control, roadway reconstruction, erosion control and utility trenching. This private

project will bid, and payment administrated, on a lump sum basis. *** and other work, all in

accordance with the attached Contract Plans, these Contract Provisions, and the Standard

Specifications.

1-05.4.GR1

Conformity with and Deviations from Plans and Stakes

1-05.4.INST1.GR1

Section 1-05.4 is supplemented with the following:

1-05.4.OPT2.GR1

(January 13, 2021)

Contractor Surveying - Roadway

The Contracting Agency has provided primary survey control in the Plans.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

The Contractor shall be responsible for setting, maintaining, and resetting all alignment

stakes, slope stakes, and grades necessary for the construction of the roadbed, drainage,

surfacing, paving, channelization and pavement marking, illumination and signals,

guardrails and barriers, and signing. Except for the survey control data to be furnished

by the Contracting Agency, calculations, surveying, and measuring required for setting

and maintaining the necessary lines and grades shall be the Contractor's responsibility.

The Contractor shall inform the Engineer when monuments are discovered that were not

identified in the Plans and construction activity may disturb or damage the monuments.

All monuments noted on the plans “DO NOT DISTURB” shall be protected throughout the

length of the project or be replaced at the Contractors expense.

Detailed survey records shall be maintained, including a description of the work

performed on each shift, the methods utilized, and the control points used. The record

shall be adequate to allow the survey to be reproduced. A copy of each day's record shall

be provided to the Engineer within three working days after the end of the shift.

The meaning of words and terms used in this provision shall be as listed in "Definitions of

Surveying and Associated Terms" current edition, published by the American Congress

on Surveying and Mapping and the American Society of Civil Engineers.

The survey work shall include but not be limited to the following:

Verify the primary horizontal and vertical control furnished by the Contracting

Agency, and expand into secondary control by adding stakes and hubs as well

as additional survey control needed for the project. Provide descriptions of

secondary control to the Contracting Agency. The description shall include

coordinates and elevations of all secondary control points.

Establish, the centerlines of all alignments, by placing hubs, stakes, or marks on

centerline or on offsets to centerline at all curve points (PCs, PTs, and PIs) and

at points on the alignments spaced no further than 50 feet.

Establish clearing limits, placing stakes at all angle points and at intermediate

points not more than 50 feet apart. The clearing and grubbing limits shall be 5

feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise

shown in the Plans.

Establish grading limits, placing slope stakes at centerline increments not more

than 50 feet apart. Establish offset reference to all slope stakes. If Global

Positioning Satellite (GPS) Machine Controls are used to provide grade control,

then slope stakes may be omitted at the discretion of the Contractor

Establish the horizontal and vertical location of all drainage features, placing

offset stakes to all drainage structures and to pipes at a horizontal interval not

greater than 25 feet.

Establish roadbed and surfacing elevations by placing stakes at the top of

subgrade and at the top of each course of surfacing. Subgrade and surfacing

stakes shall be set at horizontal intervals not greater than 50 feet in tangent

sections, 25 feet in curve sections with a radius less than 300 feet, and at 10-

133.005 ANDERSON ROAD RESTORATION January 15, 2026

foot intervals in intersection radii with a radius less than 10 feet. Transversely,

stakes shall be placed at all locations where the roadway slope changes and at

additional points such that the transverse spacing of stakes is not more than 12

feet. If GPS Machine Controls are used to provide grade control, then roadbed

and surfacing stakes may be omitted at the discretion of the Contractor.

Establish intermediate elevation benchmarks as needed to check work

throughout the project.

Provide references for paving pins at 25-foot intervals or provide simultaneous

surveying to establish location and elevation of paving pins as they are being

placed.

For all other types of construction included in this provision, (including but not

limited to channelization and pavement marking, illumination and signals,

guardrails and barriers, and signing) provide staking and layout as necessary to

adequately locate, construct, and check the specific construction activity.

10. Contractor shall determine if changes are needed to the profiles or roadway

sections shown in the Contract Plans in order to achieve proper smoothness

and drainage where matching into existing features, such as a smooth transition

from new pavement to existing pavement. The Contractor shall submit these

changes to the Engineer for review and approval 10 days prior to the beginning

of work.

The Contractor shall provide the Contracting Agency copies of any calculations and

staking data when requested by the Engineer.

The Contractor shall ensure a surveying accuracy within the following tolerances:

Vertical

0.10 feet

Horizontal

0.10 feet

0.01 feet

0.5 feet

(parallel to alignment)

0.1 feet

(normal to alignment)

Stationing on roadway

Alignment on roadway

Surfacing grade stakes

N/A

0.01 feet

0.1 feet

0.04 feet

0.5 feet

(parallel to alignment)

0.1 feet

(normal to alignment)

Roadway paving pins for

surfacing or paving

0.01 feet

0.2 feet

(parallel to alignment)

0.1 feet

(normal to alignment)

Slope stakes

Subgrade grade stakes set

0.04 feet below grade

133.005 ANDERSON ROAD RESTORATION January 15, 2026

The Contracting Agency may spot-check the Contractor's surveying. These spot-checks

will not change the requirements for normal checking by the Contractor.

When staking roadway alignment and stationing, the Contractor shall perform

independent checks from different secondary control to ensure that the points staked are

within the specified survey accuracy tolerances.

The Contractor shall calculate coordinates for the alignment. The Contracting Agency will

verify these coordinates prior to issuing approval to the Contractor for commencing with

the work. The Contracting Agency will require up to seven calendar days from the date

the data is received.

Contract work to be performed using contractor-provided stakes shall not begin until the

stakes are approved by the Contracting Agency. Such approval shall not relieve the

Contractor of responsibility for the accuracy of the stakes.

Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are

needed that are not described in the Plans, then those stakes shall be marked, at no

additional cost to the Contracting Agency as ordered by the Engineer.

Payment

Payment will be made for the following bid item when included in the proposal:

"Roadway Surveying", lump sum.

The lump sum contract price for "Roadway Surveying" shall be full pay for all labor,

equipment, materials, and supervision utilized to perform the Work specified, including

any resurveying, checking, correction of errors, replacement of missing or damaged

stakes, and coordination efforts.

1-05.14.GR1

Cooperation with Other Contractors

1-05.14.INST1.GR1

Section 1-05.14 is supplemented with the following:

(March 13, 1995)

Other Contracts Or Other Work

It is anticipated that the following work adjacent to or within the limits of this project will

be performed by others during the course of this project and will require coordination of

the work:

*** Puget Sound Energy, Grays Harbor PUD, Lumen, and Comcast utility relocation

throughout the project site. ***

Add the following new section:

1-05.16

Water and Power

(October 1, 2005 APWA GSP)

133.005 ANDERSON ROAD RESTORATION January 15, 2026

The Contractor shall make necessary arrangements, and shall bear the costs for power and

water necessary for the performance of the work, unless the contract includes power and

water as a pay item.

1-07.17.GR1

Utilities and Similar Facilities

1-07.17.INST1.GR1

Section 1-07.17 is supplemented with the following:

(October 3, 2022)

Locations and dimensions shown in the Plans for existing facilities are in accordance with

available information obtained without uncovering, measuring, or other verification.

Public and private utilities, or their Contractors, will furnish all work necessary to adjust,

relocate, replace, or construct their facilities unless otherwise provided for in the Plans or

these Special Provisions. Such adjustment, relocation, replacement, or construction will

be done during the prosecution of the work for this project. It is anticipated that utility

adjustment, relocation, replacement, or construction within the project limits will be

completed as follows:

*** The contractor will perform all excavation, backfill, and restoration for the joint

utility trenches; install conduits and utility vaults provided by the utility purveyors

except as otherwise noted on the plans. The utility purveyors will pull wires, set

meters, transformers, pedestals, and remove existing facilities ***

The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer,

all affected subcontractors, and all utility owners and their Contractors prior to beginning

onsite work.

The following addresses and telephone numbers of utility companies or their Contractors

that will be adjusting, relocating, replacing or constructing utilities within the project limits

are supplied for the Contractor's use:

*** Grays Harbor PUD

Molly Conley, P.E.

mconley@ghpud.org

O: 360-538-6377 | C: 509-981-3888

Puget Sound Energy

Jamie Silverson

360-353-6005

Jamie.Silverson@pse.com

Lumen

Chris McCall

tel: 360-504-0481

chris.mccall@lumen.com

Comcast

Mark Torres

Mobile - 206-396-9334

133.005 ANDERSON ROAD RESTORATION January 15, 2026

mark_torres@comcast.com ***

1-08.5.GR1

Time for Completion

1-08.5.INST2.GR1

Section 1-08.5 is supplemented with the following:

(March 13, 1995)

This project shall be physically completed within *** 60 *** working days.

Liquidated Damages

Section 1-08.9 is revised to read:

(September 8, 2020)

Liquated Damages in the amount of ***$1,500*** per working day will be assessed for

failure to physically complete the Contract within the physical completion time specified.

DIVISION3.GR3

Division 2

Temporary Features

2-03.GR3

Public Convenience and Safety

2-03.3(1)

Section 2-03.3(1) is supplemented with the following:

The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The

WZCZ applies only to temporary roadside objects introduced by the Contractor’s operations

and does not apply to preexisting conditions or permanent Work. Those work operations

that are actively in progress shall be in accordance with adopted and approved Traffic Control

Plans, and other contract requirements.

During nonworking hours equipment or materials shall not be within the WZCZ

unless they are protected by permanent guardrail or temporary concrete barrier.

The use of temporary concrete barrier shall be permitted only if the Engineer

approves the installation and location.

During actual hours of work, unless protected as described above, only

materials absolutely necessary to construction shall be within the WZCZ and

only construction vehicles absolutely necessary to construction shall be allowed

within the WZCZ or allowed to stop or park on the shoulder of the roadway.

The Contractor's nonessential vehicles and employees private vehicles shall not be permitted

to park within the WZCZ at any time unless protected as described above. Deviation from

the above requirements shall not occur unless the Contractor has requested the deviation

in writing and the Engineer has provided written approval.

Minimum WZCZ distances are measured from the edge of traveled way and will be

determined as follows:

133.005 ANDERSON ROAD RESTORATION January 15, 2026

Regulatory

Posted Speed

35 mph or less

40 mph

45 to 50 mph

55 to 60 mph

65 mph or greater

Division 3

Earthwork

3-02.3.GR3

Construction Requirements

3-02.3(4).docx

Pulverize Existing Bituminous or Asphalt Surface (New Section)

(October 27, 2025 JSA)

The Contractor shall pulverize the full depth of the existing bituminous and/or asphalt

surface (maximum depth anticipated is 4 inches or less)

This work shall not be performed until all underground utilities are installed, and asphalt

repair areas have been constructed. Filling, grading, shaping, spreading, and compacting

operations shall continue alternately until the grades and typical cross section are

achieved as indicated on the Plans, and/or directed by the Engineer.

The Contractor shall compact the pulverized materials to provide a firm, unyielding

subgrade to the satisfaction of the Engineer.

The pulverized material shall conform to the following gradation:

Sieve Size

1-1/2-inch square opening

No. 4

Distance From

Traveled Way

(Feet)

Percent Passing

95%

55%

The Engineer will base acceptance of the gradation on visual inspection in the field.

Existing asphalt pavement shall be pulverized by a method that does not damage or

dislodge the material or structures below the surface as shown on the Plans.

Vehicle traffic access shall be provided at all times along the project corridor for the

duration of Contract. The pulverized material shall be shaped and rolled when necessary

to allow the roadway to be open to traffic. When directed by the Engineer, water will be

added to the pulverized material as may be required during processing and compaction

operations to achieve the desired results.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

DIVISION5.GR5

Division 5

Surface Treatments and Pavements

5-04.GR5

Hot Mix Asphalt

5-04

Hot Mix Asphalt

(January 31, 2023 APWA GSP)

Delete Section 5-04, Hot Mix Asphalt, and replace it with the following:

5-04.1 Description

This Work shall consist of providing and placing one or more layers of plant-mixed hot

mix asphalt (HMA) on a prepared foundation or base in accordance with these

Specifications and the lines, grades, thicknesses, and typical cross-sections shown

in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes

in accordance with these Specifications. WMA processes include organic additives,

chemical additives, and foaming.

HMA shall be composed of asphalt binder and mineral materials as may be required,

mixed in the proportions specified to provide a homogeneous, stable,

and workable mixture.

5-04.2 Materials

Materials shall meet the requirements of the following sections:

Asphalt Binder

9-02.1(4)

Cationic Emulsified Asphalt

9-02.1(6)

Anti-Stripping Additive

9-02.4

HMA Additive

9-02.5

Aggregates

9-03.8

Recycled Asphalt Pavement (RAP) 9-03.8(3)B, 9-03.21

Reclaimed Asphalt Shingles (RAS) 9-03.8(3)B, 9-03.21

Mineral Filler

9-03.8(5)

Recycled Material

9-03.21

The Contract documents may establish that the various mineral materials required for

the manufacture of HMA will be furnished in whole or in part by the Contracting Agency.

If the documents do not establish the furnishing of any of these mineral materials by the

Contracting Agency, the Contractor shall be required to furnish such materials in the

amounts required for the designated mix. Mineral materials include coarse and fine

aggregates, and mineral filler.

The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production

of HMA. The RAP may be from pavements removed under the Contract, if any, or

pavement material from an existing stockpile.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

The Contractor may use up to 20 percent RAP by total weight of HMA with no additional

sampling or testing of the RAP.

If the Contractor wishes to utilize High RAP/Any RAS, the design must be listed on the

WSDOT Qualified Products List (QPL).

The grade of asphalt binder shall be as required by the Contract. Blending of asphalt

binder from different sources is not permitted.

The Contractor may only use warm mix asphalt (WMA) processes in the production of

HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to

the Engineer for approval the process that is proposed and how it will be used in the

manufacture of HMA.

Production of aggregates shall comply with the requirements of Section 3-01.

Preparation of stockpile site, the stockpiling of aggregates, and the removal of

aggregates from stockpiles shall comply with the requirements of Section 3-02.

5-04.2(1) How to Get an HMA Mix Design on the QPL

If the Contractor wishes to submit a mix design for inclusion in the Qualified Products List

(QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1).

5-04.2(1)A Vacant

5-04.2(2) Mix Design - Obtaining Project Approval

No paving shall begin prior to the approval of the mix design by the Engineer.

Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA

in the Contract documents.

Commercial evaluation will be used for Commercial HMA and for other classes of HMA

in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails,

gores, prelevel, temporary pavement, and pavement repair. Other nonstructural

applications of HMA accepted by commercial evaluation shall be as approved by the

Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will

be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted

by commercial evaluation will be excluded from the quantities used in the determination

of nonstatistical evaluation.

Nonstatistical Mix Design. Fifteen days prior to the first day of paving the Contractor

shall provide one of the following mix design verification certifications for Contracting

Agency review;

•

The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or

one of the mix design verification certifications listed below.

The proposed HMA mix design on WSDOT Form 350-042 with the seal and

certification (stamp & signature) of a valid licensed Washington State

Professional Engineer.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

•

The Mix Design Report for the proposed HMA mix design developed by a

qualified City or County laboratory that is within one year of the approval date.

The mix design shall be performed by a lab accredited by a national authority such as

Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The

Construction Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO

Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO:

resource proficiency sample program.

Mix designs for HMA accepted by Nonstatistical evaluation shall:

•

Have the aggregate structure and asphalt binder content determined in

accordance with WSDOT Standard Operating Procedure 732 and meet the

requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and

stripping are at the discretion of the Engineer, and 9-03.8(6).

Have anti-strip requirements, if any, for the proposed mix design determined in

accordance with AASHTO T 283 or T 324 or based on historic anti-strip and

aggregate source compatibility from previous WSDOT lab testing.

At the discretion of the Engineer, agencies may accept verified mix designs older than 12

months from the original verification date with a certification from the Contractor that the

materials and sources are the same as those shown on the original mix design.

Commercial Evaluation Mix Design. Approval of a mix design for “Commercial

Evaluation” will be based on a review of the Contractor’s submittal of WSDOT Form 350042 (for commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design

from the current WSDOT QPL or from one of the processes allowed by this section.

Testing of the HMA by the Contracting Agency for mix design approval is not required.

For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and

design level of ESALs appropriate for the required use.

5-04.2(2)B Using Warm Mix Asphalt Processes

The Contractor may elect to use additives that reduce the optimum mixing temperature

or serve as a compaction aid for producing HMA. Additives include organic additives,

chemical additives and foaming processes. The use of Additives is subject to the

following:

• Do not use additives that reduce the mixing temperature more than allowed in

Section 5-04.3(6) in the production of mixtures.

• Before using additives, obtain the Engineer’s approval using WSDOT Form 350076 to describe the proposed additive and process.

5-04.3 Construction Requirements

5-04.3(1) Weather Limitations

Do not place HMA for wearing course on any Traveled Way beginning October 1st

through March 31st of the following year without written concurrence from the Engineer.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

Do not place HMA on any wet surface, or when the average surface temperatures are

less than those specified below, or when weather conditions otherwise prevent the

proper handling or finishing of the HMA.

Minimum Surface Temperature for Paving

Compacted Thickness

(Feet)

Wearing Course

Other Courses

Less than 0.10

55°F

45°F

0.10 to .20

45°F

35°F

More than 0.20

35°F

5-04.3(2) Paving Under Traffic

When the Roadway being paved is open to traffic, the requirements of this Section

shall apply.

The Contractor shall keep intersections open to traffic at all times except when paving

the intersection or paving across the intersection. During such time, and provided that

there has been an advance warning to the public, the intersection may be closed for the

minimum time required to place and compact the mixture. In hot weather, the Engineer

may require the application of water to the pavement to accelerate the finish rolling of the

pavement and to shorten the time required before reopening to traffic.

Before closing an intersection, advance warning signs shall be placed, and signs shall

also be placed marking the detour or alternate route.

During paving operations, temporary pavement markings shall be maintained throughout

the project. Temporary pavement markings shall be installed on the Roadway prior to

opening to traffic. Temporary pavement markings shall be in accordance with Section 823.

All costs in connection with performing the Work in accordance with these requirements,

except the cost of temporary pavement markings, shall be included in the unit Contract

prices for the various Bid items involved in the Contract.

5-04.3(3) Equipment

5-04.3(3)A Mixing Plant

Plants used for the preparation of HMA shall conform to the following requirements:

1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of

asphalt binder shall be equipped to heat and hold the material at the required

temperatures. The heating shall be accomplished by steam coils, electricity, or

other approved means so that no flame shall be in contact with the storage tank.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

The circulating system for the asphalt binder shall be designed to ensure proper

and continuous circulation during the operating period. A valve for the purpose of

sampling the asphalt binder shall be placed in either the storage tank or in the

supply line to the mixer.

2. Thermometric Equipment – An armored thermometer, capable of detecting

temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder

feed line at a location near the charging valve at the mixer unit. The thermometer

location shall be convenient and safe for access by Inspectors. The plant shall

also be equipped with an approved dial-scale thermometer, a mercury actuated

thermometer, an electric pyrometer, or another approved thermometric

instrument placed at the discharge chute of the drier to automatically register or

indicate the temperature of the heated aggregates. This device shall be in full

view of the plant operator.

3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not

exceed the maximum recommended by the asphalt binder manufacturer nor shall

it be below the minimum temperature required to maintain the asphalt binder in a

homogeneous state. The asphalt binder shall be heated in a manner that will

avoid local variations in heating. The heating method shall provide a continuous

supply of asphalt binder to the mixer at a uniform average temperature with no

individual variations exceeding 25°F. Also, when a WMA additive is included in

the asphalt binder, the temperature of the asphalt binder shall not exceed the

maximum recommended by the manufacturer of the WMA additive.

4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped

with a mechanical sampler for the sampling of the mineral materials. The

mechanical sampler shall meet the requirements of Section 1-05.6 for the

crushing and screening operation. The Contractor shall provide for the setup and

operation of the field-testing facilities of the Contracting Agency as provided for in

Section 3-01.2(2).

5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the

following methods:

A mechanical sampling device attached to the HMA plant.

Platforms or devices to enable sampling from the hauling vehicle without

entering the hauling vehicle.

5-04.3(3)B Hauling Equipment

Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a

cover of canvas or other suitable material of sufficient size to protect the mixture from

adverse weather. Whenever the weather conditions during the work shift include, or are

forecast to include precipitation or an air temperature less than 45°F or when time from

loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect

the HMA.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

The Contractor shall provide an environmentally benign means to prevent the HMA

mixture from adhering to the hauling equipment. Excess release agent shall be drained

prior to filling hauling equipment with HMA. Petroleum derivatives or other coating

material that contaminate or alter the characteristics of the HMA shall not be used. For

live bed trucks, the conveyer shall be in operation during the process of applying the

release agent.

5-04.3(3)C Pavers

HMA pavers shall be self-contained, power-propelled units, provided with an internally

heated vibratory screed and shall be capable of spreading and finishing courses of HMA

plant mix material in lane widths required by the paving section shown in the Plans.

The HMA paver shall be in good condition and shall have the most current equipment

available from the manufacturer for the prevention of segregation of the HMA mixture

installed, in good condition, and in working order. The equipment certification shall list

the make, model, and year of the paver and any equipment that has been retrofitted.

The screed shall be operated in accordance with the manufacturer’s recommendations

and shall effectively produce a finished surface of the required evenness and texture

without tearing, shoving, segregating, or gouging the mixture. A copy of the

manufacturer’s recommendations shall be provided upon request by the Contracting

Agency. Extensions will be allowed provided they produce the same results, including

ride, density, and surface texture as obtained by the primary screed. Extensions without

augers and an internally heated vibratory screed shall not be used in the Traveled Way.

When specified in the Contract, reference lines for vertical control will be required. Lines

shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal

control utilizing the reference line will be permitted. The grade and slope for intermediate

lanes shall be controlled automatically from reference lines or by means of a mat

referencing device and a slope control device. When the finish of the grade prepared for

paving is superior to the established tolerances and when, in the opinion of the Engineer,

further improvement to the line, grade, cross-section, and smoothness can best be

achieved without the use of the reference line, a mat referencing device may be

substituted for the reference line. Substitution of the device will be subject to the

continued approval of the Engineer. A joint matcher may be used subject to the approval

of the Engineer. The reference line may be removed after the completion of the first

course of HMA when approved by the Engineer. Whenever the Engineer determines that

any of these methods are failing to provide the necessary vertical control, the reference

lines will be reinstalled by the Contractor.

The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and

accessories necessary for satisfactory operation of the automatic control equipment.

If the paving machine in use is not providing the required finish, the Engineer may

suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled

on the pavement shall be thoroughly removed before paving proceeds.

5-04.3(3)D Material Transfer Device or Material Transfer Vehicle

133.005 ANDERSON ROAD RESTORATION January 15, 2026

A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s

approval, unless otherwise required by the Contract.

Where an MTD/V is required by the Contract, the Engineer may approve paving without

an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable

adjustment in cost or time is due.

When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and

prior to laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a

uniform temperature throughout the mixture. If a windrow elevator is used, the length of

the windrow may be limited in urban areas or through intersections, at the discretion of

the Engineer.

To be approved for use, an MTV:

1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver.

2. Shall not be connected to the hauling vehicle or paver.

3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.

4. Shall mix the HMA after delivery by the hauling equipment and prior to

placement into the paving machine.

5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the

mixture.

To be approved for use, an MTD:

1. Shall be positively connected to the paver.

2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.

3. Shall mix the HMA after delivery by the hauling equipment and prior to

placement into the paving machine.

4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the

mixture.

5-04.3(3)E Rollers

Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good

condition and capable of reversing without backlash. Operation of the roller shall be in

accordance with the manufacturer’s recommendations. When ordered by the Engineer

for any roller planned for use on the project, the Contractor shall provide a copy of the

manufacturer’s recommendation for the use of that roller for compaction of HMA. The

number and weight of rollers shall be sufficient to compact the mixture in compliance

133.005 ANDERSON ROAD RESTORATION January 15, 2026

with the requirements of Section 5-04.3(10). The use of equipment that results in

crushing of the aggregate will not be permitted. Rollers producing pickup, washboard,

uneven compaction of the surface, displacement of the mixture or other undesirable

results shall not be used.

5-04.3(4) Preparation of Existing Paved Surfaces

When the surface of the existing pavement or old base is irregular, the Contractor shall

bring it to a uniform grade and cross-section as shown on the Plans or approved by the

Engineer.

Preleveling of uneven or broken surfaces over which HMA is to be placed may be

accomplished by using an asphalt paver, a motor patrol grader, or by hand raking, as

approved by the Engineer.

Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may

require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to

avoid bridging across preleveled areas by the compaction equipment. Equipment used

for the compaction of preleveling HMA shall be approved by the Engineer.

Before construction of HMA on an existing paved surface, the entire surface of the

pavement shall be clean. All fatty asphalt patches, grease drippings, and other

objectionable matter shall be entirely removed from the existing pavement. All

pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement

grindings, and other foreign matter. All holes and small depressions shall be filled with an

appropriate class of HMA. The surface of the patched area shall be leveled and

compacted thoroughly. Prior to the application of tack coat, or paving, the condition of

the surface shall be approved by the Engineer.

A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA

is to be placed or abutted; except that tack coat may be omitted from clean, newly paved

surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover

the existing pavement with a thin film of residual asphalt free of streaks and bare spots at

a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of

application shall be approved by the Engineer. A heavy application of tack coat shall be

applied to all joints. For Roadways open to traffic, the application of tack coat shall be

limited to surfaces that will be paved during the same working shift. The spreading

equipment shall be equipped with a thermometer to indicate the temperature of the tack

coat material.

Equipment shall not operate on tacked surfaces until the tack has broken and cured. If

the Contractor’s operation damages the tack coat it shall be repaired prior to placement

of the HMA.

The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h

emulsified asphalt may be diluted once with water at a rate not to exceed one-part water

to one-part emulsified asphalt. The tack coat shall have sufficient temperature such that

it may be applied uniformly at the specified rate of application and shall not exceed the

maximum temperature recommended by the emulsified asphalt manufacturer.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

5-04.3(4)A Crack Sealing

When the Proposal includes a pay item for crack sealing, seal cracks in accordance with

Section 5-03.

5-04.3(4)B Vacant

5-04.3(4)C Pavement Repair

The Contractor shall excavate pavement repair areas and shall backfill these with HMA

in accordance with the details shown in the Plans and as marked in the field. The

Contractor shall conduct the excavation operations in a manner that will protect the

pavement that is to remain. Pavement not designated to be removed that is damaged as

a result of the Contractor’s operations shall be repaired by the Contractor to the

satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall

excavate only within one lane at a time unless approved otherwise by the Engineer. The

Contractor shall not excavate more area than can be completely finished during the

same shift, unless approved by the Engineer.

Unless otherwise shown in the Plans or determined by the Engineer, excavate to a depth

of 1.0 feet. The Engineer will make the final determination of the excavation depth

required. The minimum width of any pavement repair area shall be 40 inches unless

shown otherwise in the Plans. Before any excavation, the existing pavement shall be

sawcut or shall be removed by a pavement grinder. Excavated materials will become the

property of the Contractor and shall be disposed of in a Contractor-provided site off the

Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21.

Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy

application of tack coat shall be applied to all surfaces of existing pavement in the

pavement repair area.

Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot

compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished

with the approval of the Engineer. Each lift shall be thoroughly compacted by a

mechanical tamper or a roller.

5-04.3(5) Producing/Stockpiling Aggregates and RAP

Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02.

Sufficient storage space shall be provided for each size of aggregate and RAP. Materials

shall be removed from stockpile(s) in a manner to ensure minimal segregation when

being moved to the HMA plant for processing into the final mixture. Different aggregate

sizes shall be kept separated until they have been delivered to the HMA plant.

5-04.3(5)A Vacant

5-04.3(6) Mixing

After the required amount of mineral materials, asphalt binder, recycling agent and antistripping additives have been introduced into the mixer the HMA shall be mixed until

133.005 ANDERSON ROAD RESTORATION January 15, 2026

complete and uniform coating of the particles and thorough distribution of the asphalt

binder throughout the mineral materials is ensured.

When discharged, the temperature of the HMA shall not exceed the optimum mixing

temperature by more than 25°F as shown on the reference mix design report or as

approved by the Engineer. Also, when a WMA additive is included in the manufacture of

HMA, the discharge temperature of the HMA shall not exceed the maximum

recommended by the manufacturer of the WMA additive. A maximum water content of 2

percent in the mix, at discharge, will be allowed providing the water causes no problems

with handling, stripping, or flushing. If the water in the HMA causes any of these

problems, the moisture content shall be reduced as directed by the Engineer.

Storing or holding of the HMA in approved storage facilities will be permitted with

approval of the Engineer, but in no event shall the HMA be held for more than 24 hours.

HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be

disposed of by the Contractor at no expense to the Contracting Agency. The storage

facility shall have an accessible device located at the top of the cone or about the third

point. The device shall indicate the amount of material in storage. No HMA shall be

accepted from the storage facility when the HMA in storage is below the top of the cone

of the storage facility, except as the storage facility is being emptied at the end of the

working shift.

Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior

to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is

evidence of the recycled asphalt pavement not breaking down during the heating and

mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until

changes have been approved by the Engineer. After the required amount of mineral

materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into

the mixer the HMA shall be mixed until complete and uniform coating of the particles and

thorough distribution of the asphalt binder throughout the mineral materials, and RAP is

ensured.

5-04.3(7) Spreading and Finishing

The mixture shall be laid upon an approved surface, spread, and struck off to the grade

and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used

to distribute the mixture. Unless otherwise directed by the Engineer, the nominal

compacted depth of any layer of any course shall not exceed the following:

HMA Class 1”

HMA Class ¾” and HMA Class ½”

wearing course

other courses

HMA Class ⅜”

0.35 feet

0.30 feet

0.35 feet

0.15 feet

On areas where irregularities or unavoidable obstacles make the use of mechanical

spreading and finishing equipment impractical, the paving may be done with other

equipment or by hand.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

When more than one JMF is being utilized to produce HMA, the material produced for

each JMF shall be placed by separate spreading and compacting equipment. The

intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA

placed during a work shift shall conform to a single JMF established for the class of HMA

specified unless there is a need to make an adjustment in the JMF.

5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA

For HMA accepted by nonstatistical evaluation, the aggregate properties of sand

equivalent, uncompacted void content, and fracture will be evaluated in accordance with

Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial

evaluation will be at the option of the Engineer.

5-04.3(9) HMA Mixture Acceptance

Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation.

Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial

Evaluation is specified.

Commercial evaluation will be used for Commercial HMA and for other classes of HMA

in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails,

gores, prelevel, temporary pavement, and pavement repair. Other nonstructural

applications of HMA accepted by commercial evaluation shall be as approved by the

Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the

option of the Engineer.

The mix design will be the initial JMF for the class of HMA. The Contractor may request a

change in the JMF. Any adjustments to the JMF will require the approval of the Engineer

and may be made in accordance with this section.

HMA Tolerances and Adjustments

1. Job Mix Formula Tolerances – The constituents of the mixture at the time of

acceptance shall be within tolerance. The tolerance limits will be established as

follows:

For Asphalt Binder and Air Voids (Va), the acceptance limits are determined

by adding the tolerances below to the approved JMF values. These values

will also be the Upper Specification Limit (USL) and Lower Specification Limit

(LSL) required in Section 1-06.2(2)D2

Property

Asphalt Binder

Air Voids, Va

Non-Statistical Evaluation

+/- 0.5%

2.5% min. and 5.5% max

Commercial Evaluation

+/- 0.7%

N/A

For Aggregates in the mixture:

a. First, determine preliminary upper and lower acceptance limits by applying

the following tolerances to the approved JMF.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

Aggregate Percent

Passing

1”, ¾”, ½”, and 3/8” sieves

No. 4 sieve

No. 8 Sieve

No. 200 sieve

Non-Statistical

Evaluation

+/- 6%

+/-6%

+/- 6%

+/- 2.0%

Commercial

Evaluation

+/- 8%

+/-8%

+/- 3.0%

b. Second, adjust the preliminary upper and lower acceptance limits

determined from step (a) the minimum amount necessary so that none of

the aggregate properties are outside the control points in Section 903.8(6). The resulting values will be the upper and lower acceptance limits

for aggregates, as well as the USL and LSL required in Section 106.2(2)D2.

2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or

asphalt binder content of the JMF requires approval of the Engineer. Adjustments

to the JMF will only be considered if the change produces material of equal or

better quality and may require the development of a new mix design if the

adjustment exceeds the amounts listed below.

a. Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and

the No. 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5

percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall

be within the range of the control points in Section 9-03.8(6).

b. Asphalt Binder Content – The Engineer may order or approve changes to

asphalt binder content. The maximum adjustment from the approved mix

design for the asphalt binder content shall be 0.3 percent.

5-04.3(9)A Vacant

5-04.3(9)B Vacant

5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation

HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the

Contracting Agency by dividing the HMA tonnage into lots.

5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots

A lot is represented by randomly selected samples of the same mix design that will be

tested for acceptance. A lot is defined as the total quantity of material or work produced

for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be

equal to one day’s production or 800 tons, whichever is less except that the final sublot

will be a minimum of 400 tons and may be increased to 1200 tons.

All of the test results obtained from the acceptance samples from a given lot shall be

evaluated collectively. If the Contractor requests a change to the JMF that is approved,

the material produced after the change will be evaluated on the basis of the new JMF for

the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot

133.005 ANDERSON ROAD RESTORATION January 15, 2026

in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request

after the Engineer is satisfied that material conforming to the Specifications can be

produced.

Sampling and testing for evaluation shall be performed on the frequency of one sample

per sublot.

5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling

Samples for acceptance testing shall be obtained by the Contractor when ordered by the

Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer

and in accordance with AASH-TO T 168. A minimum of three samples should be taken

for each class of HMA placed on a project. If used in a structural application, at least one

of the three samples shall be tested.

Sampling and testing HMA in a structural application where quantities are less than 400

tons is at the discretion of the Engineer.

For HMA used in a structural application and with a total project quantity less than 800

tons but more than 400 tons, a minimum of one acceptance test shall be performed. In

all cases, a minimum of 3 samples will be obtained at the point of acceptance, a

minimum of one of the three samples will be tested for conformance to the JMF:

• If the test results are found to be within specification requirements, additional

testing will be at the Engineer’s discretion.

• If test results are found not to be within specification requirements, additional

testing of the remaining samples to determine a CPF shall be performed.

5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing

Testing of HMA for compliance of Va will at the option of the Contracting Agency. If

tested, compliance of Va will use WSDOT SOP 731.

Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T

308.

Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11.

5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors

For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting

Agency will determine a CPF using the following price adjustment factors:

Table of Price Adjustment Factors

Constituent

Factor

“f”

All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and

133.005 ANDERSON ROAD RESTORATION January 15, 2026

No.4 sieves

All aggregate passing No. 8 sieve

All aggregate passing No. 200 sieve

Asphalt binder

Air Voids (Va) (where applicable)

Each lot of HMA produced under Nonstatistical Evaluation and having all constituents

falling within the tolerance limits of the job mix formula shall be accepted at the unit

Contract price with no further evaluation. When one or more constituents fall outside the

nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment

Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the

appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the

CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup

samples of the existing sublots or samples from the Roadway shall be tested to provide

a minimum of three sets of results for evaluation.

5-04.3(9)C5 Vacant

5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments

For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated

CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The

NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The

total job mix compliance price adjustment will be calculated as the product of the NCMF,

the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix.

If a constituent is not measured in accordance with these Specifications, its individual

pay factor will be considered 1.00 in calculating the CPF.

5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests

The Contractor may request a sublot be retested. To request a retest, the Contractor

shall submit a written request within 7 calendar days after the specific test results have

been received. A split of the original acceptance sample will be retested. The split of the

sample will not be tested with the same tester that ran the original acceptance test. The

sample will be tested for a complete gradation analysis, asphalt binder content, and, at

the option of the agency, Va. The results of the retest will be used for the acceptance of

the HMA in place of the original sublot sample test results. The cost of testing will be

deducted from any monies due or that may come due the Contractor under the Contract

at the rate of $500 per sample.

5-04.3 (9)D Mixture Acceptance – Commercial Evaluation

If sampled and tested, HMA produced under Commercial Evaluation and having all

constituents falling within the tolerance limits of the job mix formula shall be accepted at

the unit Contract price with no further evaluation. When one or more constituents fall

outside the commercial tolerance limits in the Job Mix Formula shown in 5-04.3(9), the

lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate

CPF. The commercial tolerance limits will be used in the calculation of the CPF and the

maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the

133.005 ANDERSON ROAD RESTORATION January 15, 2026

existing sublots or samples from the street shall be tested to provide a minimum of three

sets of results for evaluation.

For each lot of HMA mix produced and tested under Commercial Evaluation when the

calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be

determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by

60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product

of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of

mix.

If a constituent is not measured in accordance with these Specifications, its individual

pay factor will be considered 1.00 in calculating the CPF.

5-04.3(10) HMA Compaction Acceptance

HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including

lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a

specified compacted course thickness greater than 0.10-foot, shall be compacted to a

specified level of relative density. The specified level of relative density shall be a CPF of

not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of

92.0 (minimum of 92 percent of the maximum density). The maximum density shall be

determined by WSDOT FOP for AASHTO T 729. The specified level of density attained

will be determined by the evaluation of the density of the pavement. The density of the

pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8,

except that gauge correlation will be at the discretion of the Engineer, when using the

nuclear density gauge and WSDOT SOP 736 when using cores to determine density.

Tests for the determination of the pavement density will be taken in accordance with the

required procedures for measurement by a nuclear density gauge or Roadway cores

after completion of the finish rolling.

If the Contracting Agency uses a nuclear density gauge to determine density the test

procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the

mix is placed and prior to opening to traffic.

Roadway cores for density may be obtained by either the Contracting Agency or the

Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches

minimum, unless otherwise approved by the Engineer. Roadway cores will be tested by

the Contracting Agency in accordance with WSDOT FOP for AASHTO T 166.

If the Contract includes the Bid item “Roadway Core”, the cores shall be obtained by the

Contractor in the presence of the Engineer on the same day the mix is placed and at

locations designated by the Engineer. If the Contract does not include the Bid item

“Roadway Core”, the Contracting Agency will obtain the cores.

For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s

request after the Engineer is satisfied that material conforming to the Specifications can

be produced.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

HMA mixture accepted by commercial evaluation and HMA constructed under conditions

other than those listed above shall be compacted on the basis of a test point evaluation

of the compaction train. The test point evaluation shall be performed in accordance with

instructions from the Engineer. The number of passes with an approved compaction

train, required to attain the maximum test point density, shall be used on all subsequent

paving.

HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling

wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved

by the Engineer.

Test Results

For a sublot that has been tested with a nuclear density gauge that did not meet the

minimum of 92 percent of the reference maximum density in a compaction lot with a CPF

below 1.00 and thus subject to a price reduction or rejection, the Contractor may request

that a core be used for determination of the relative density of the sublot. The relative

density of the core will replace the relative density determined by the nuclear density

gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA

compaction lot.

When cores are taken by the Contracting Agency at the request of the Contractor, they

shall be requested by noon of the next workday after the test results for the sublot have

been provided or made available to the Contractor. Core locations shall be outside of

wheel paths and as determined by the Engineer. Traffic control shall be provided by the

Contractor as requested by the Engineer. Failure by the Contractor to provide the

requested traffic control will result in forfeiture of the request for cores. When the CPF for

the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will

be deducted from any monies due or that may become due the Contractor under the

Contract at the rate of $200 per core and the Contractor shall pay for the cost of the

traffic control.

5-04.3(10)A HMA Compaction – General Compaction Requirements

Compaction shall take place when the mixture is in the proper condition so that no undue

displacement, cracking, or shoving occurs. Areas inaccessible to large compaction

equipment shall be compacted by other mechanical means. Any HMA that becomes

loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way

defective, shall be removed and replaced with new hot mix that shall be immediately

compacted to conform to the surrounding area.

The type of rollers to be used and their relative position in the compaction sequence

shall generally be the Contractor’s option, provided the specified densities are attained.

Unless the Engineer has approved otherwise, rollers shall only be operated in the static

mode when the internal temperature of the mix is less than 175°F. Regardless of mix

temperature, a roller shall not be operated in a mode that results in checking or cracking

of the mat. Rollers shall only be operated in static mode on bridge decks.

5-04.3(10)B HMA Compaction - Cyclic Density

Low cyclic density areas are defined as spots or streaks in the pavement that are less

than 90 percent of the theoretical maximum density. At the Engineer’s discretion, the

133.005 ANDERSON ROAD RESTORATION January 15, 2026

Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will

follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for

any 500-foot section with two or more density readings below 90 percent of the

theoretical maximum density.

5-04.3(10)C Vacant

5-04.3(10)D HMA Nonstatistical Compaction

5-04.3(10)D1 HMA Nonstatistical Compaction - Lots and Sublots

HMA compaction which is accepted by nonstatistical evaluation will be based on

acceptance testing performed by the Contracting Agency dividing the project into

compaction lots.

A lot is represented by randomly selected samples of the same mix design that will be

tested for acceptance. A lot is defined as the total quantity of material or work produced

for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be

equal to one day’s production or 400 tons, whichever is less except that the final sublot

will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction

will be at the rate of 5 tests per sublot per WSDOT T 738.

The sublot locations within each density lot will be determined by the Engineer. For a lot

in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request

after the Engineer is satisfied that material conforming to the Specifications can be

produced.

HMA mixture accepted by commercial evaluation and HMA constructed under conditions

other than those listed above shall be compacted on the basis of a test point evaluation

of the compaction train. The test point evaluation shall be performed in accordance with

instructions from the Engineer. The number of passes with an approved compaction

train, required to attain the maximum test point density, shall be used on all subsequent

paving.

HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel

ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the

Engineer.

5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing

The location of the HMA compaction acceptance tests will be randomly selected by the

Engineer from within each sublot, with one test per sublot.

5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments

For each compaction lot with one or two sublots, having all sublots attain a relative

density that is 92 percent of the reference maximum density the HMA shall be accepted

at the unit Contract price with no further evaluation. When a sublot does not attain a

relative density that is 92 percent of the reference maximum density, the lot shall be

evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The

133.005 ANDERSON ROAD RESTORATION January 15, 2026

maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will

be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF

lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by

either a nuclear moisture-density gauge or cores will be completed as required to provide

a minimum of three tests for evaluation.

For compaction below the required 92%, a Non-Conforming Compaction Factor (NCCF)

will be determined. The NCCF equals the algebraic difference of CPF minus 1.00

multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the

product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit

Contract price per ton of mix.

5-04.3(11) Reject Work

5-04.3(11)A Reject Work General

Work that is defective or does not conform to Contract requirements shall be rejected.

The Contractor may propose, in writing, alternatives to removal and replacement of

rejected material. Acceptability of such alternative proposals will be determined at the

sole discretion of the Engineer. HMA that has been rejected is subject to the

requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit

a corrective action proposal to the Engineer for approval.

5-04.3(11)B Rejection by Contractor

The Contractor may, prior to sampling, elect to remove any defective material and

replace it with new material. Any such new material will be sampled, tested, and

evaluated for acceptance.

5-04.3(11)C Rejection Without Testing (Mixture or Compaction)

The Engineer may, without sampling, reject any batch, load, or section of Roadway that

appears defective. Material rejected before placement shall not be incorporated into the

pavement. Any rejected section of Roadway shall be removed.

No payment will be made for the rejected materials or the removal of the materials

unless the Contractor requests that the rejected material be tested. If the Contractor

elects to have the rejected material tested, a minimum of three representative samples

will be obtained and tested. Acceptance of rejected material will be based on

conformance with the nonstatistical acceptance Specification. If the CPF for the rejected

material is less than 0.75, no payment will be made for the rejected material; in addition,

the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater

than or equal to 0.75, the cost of sampling and testing will be borne by the Contracting

Agency. If the material is rejected before placement and the CPF is greater than or equal

to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection

occurs after placement and the CPF is greater than or equal to 0.75, compensation for

the rejected material will be at the calculated CPF with an addition of 25 percent of the

unit Contract price added for the cost of removal and disposal.

5-04.3(11)D Rejection - A Partial Sublot

133.005 ANDERSON ROAD RESTORATION January 15, 2026

In addition to the random acceptance sampling and testing, the Engineer may also

isolate from a normal sublot any material that is suspected of being defective in relative

density, gradation or asphalt binder content. Such isolated material will not include an

original sample location. A minimum of three random samples of the suspect material will

be obtained and tested. The material will then be statistically evaluated as an

independent lot in accordance with Section 1-06.2(2).

5-04.3(11)E Rejection - An Entire Sublot

An entire sublot that is suspected of being defective may be rejected. When a sublot is

rejected a minimum of two additional random samples from this sublot will be obtained.

These additional samples and the original sublot will be evaluated as an independent lot

in accordance with Section 1-06.2(2).

5-04.3(11)F Rejection - A Lot in Progress

The Contractor shall shut down operations and shall not resume HMA placement until

such time as the Engineer is satisfied that material conforming to the Specifications can

be produced:

When the CPF of a lot in progress drops below 1.00 and the Contractor is taking

no corrective action, or

When the Pay Factor (PF) for any constituent of a lot in progress drops below

0.95 and the Contractor is taking no corrective action, or

When either the PF for any constituent or the CPF of a lot in progress is less than

0.75.

5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)

An entire lot with a CPF of less than 0.75 will be rejected.

5-04.3(12) Joints

5-04.3(12)A HMA Joints

5-04.3(12)A1 Transverse Joints

The Contractor shall conduct operations such that the placing of the top or wearing

course is a continuous operation or as close to continuous as possible. Unscheduled

transverse joints will be allowed, and the roller may pass over the unprotected end of the

freshly laid mixture only when the placement of the course must be discontinued for such

a length of time that the mixture will cool below compaction temperature. When the Work

is resumed, the previously compacted mixture shall be cut back to produce a slightly

beveled edge for the full thickness of the course.

A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a

transverse joint as a result of paving or planing is open to traffic. The HMA in the

temporary wedge shall be separated from the permanent HMA by strips of heavy

wrapping paper or other methods approved by the Engineer. The wrapping paper shall

be removed and the joint trimmed to a slightly beveled edge for the full thickness of the

course prior to resumption of paving.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

The material that is cut away shall be wasted and new mix shall be laid against the cut.

Rollers or tamping irons shall be used to seal the joint.

5-04.3(12)A2 Longitudinal Joints

The longitudinal joint in any one course shall be offset from the course immediately

below by not more than 6 inches nor less than 2 inches. All longitudinal joints

constructed in the wearing course shall be located at a lane line or an edge line of the

Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in

the wearing surface of new HMA unless otherwise approved by the Engineer. The

notched wedge joint shall have a vertical edge of not less than the maximum aggregate

size or more than ½ of the compacted lift thickness and then taper down on a slope not

steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be

uniformly compacted.

5-04.3(12)B Bridge Paving Joint Seals

Bridge Paving Joint Seals shall be in accordance with Section 5-03.

5-04.3(13) Surface Smoothness

The completed surface of all courses shall be of uniform texture, smooth, uniform as to

crown and grade, and free from defects of all kinds. The completed surface of the

wearing course shall not vary more than ⅛ inch from the lower edge of a 10-foot

straightedge placed on the surface parallel to the centerline. The transverse slope of the

completed surface of the wearing course shall vary not more than ¼ inch in 10 feet from

the rate of transverse slope shown in the Plans.

When deviations in excess of the above tolerances are found that result from a high

place in the HMA, the pavement surface shall be corrected by one of the

following methods:

1. Removal of material from high places by grinding with an approved grinding

machine, or

2. Removal and replacement of the wearing course of HMA, or

3. By other method approved by the Engineer.

Correction of defects shall be carried out until there are no deviations anywhere greater

than the allowable tolerances.

Deviations in excess of the above tolerances that result from a low place in the HMA and

deviations resulting from a high place where corrective action, in the opinion of the

Engineer, will not produce satisfactory results will be accepted with a price adjustment.

The Engineer shall deduct from monies due or that may become due to the Contractor

the sum of $500.00 for each and every section of single traffic lane 100 feet in length in

which any excessive deviations described above are found.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

When utility appurtenances such as manhole covers and valve boxes are located in the

traveled way, the utility appurtenances shall be adjusted to the finished grade prior to

paving. This requirement may be waived when requested by the Contractor, at the

discretion of the Engineer or when the adjustment details provided in the project plan or

specifications call for utility appurtenance adjustments after the completion of paving.

Utility appurtenance adjustment discussions will be included in the Pre-Paving and PrePlaning Briefing (5-04.3(14)B3). Submit a written request to waive this requirement to the

Engineer prior to the start of paving.

5-04.3(14) Planing Bituminous Pavement

The planing plan must be approved by the Engineer and a pre-planing meeting must be

held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planing

submittals.

Where planing an existing pavement is specified in the Contract, the Contractor must

remove existing surfacing material and to reshape the surface to remove irregularities.

The finished product must be a prepared surface acceptable for receiving an HMA

overlay.

Use the cold milling method for planing unless otherwise specified in the Contract. Do

not use the planer on the final wearing course of new HMA.

Conduct planing operations in a manner that does not tear, break, burn, or otherwise

damage the surface which is to remain. The finished planed surface must be slightly

grooved or roughened and must be free from gouges, deep grooves, ridges, or other

imperfections. The Contractor must repair any damage to the surface by the Contractor’s

planing equipment, using an Engineer approved method.

Repair or replace any metal castings and other surface improvements damaged by

planing, as determined by the Engineer.

A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a

minimum of 4 inches of curb reveal after placement and compaction of the final wearing

course. The dimensions of the wedge must be as shown on the Drawings or as specified

by the Engineer.

A tapered wedge cut must also be made at transitions to adjoining pavement surfaces

(meet lines) where butt joints are shown on the Drawings. Cut butt joints in a straight line

with vertical faces 2 inches or more in height, producing a smooth transition to the

existing adjoining pavement.

After planing is complete, planed surfaces must be swept, cleaned, and if required by the

Contract, patched and preleveled.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

The Engineer may direct additional depth planing. Before performing this additional

depth planing, the Contractor must conduct a hidden metal in pavement detection survey

as specified in Section 5-04.3(14)A.

5-04.3(14)A Pre-Planing Metal Detection Check

Before starting planing of pavements, and before any additional depth planing required

by the Engineer, the Contractor must conduct a physical survey of existing pavement to

be planed with equipment that can identify hidden metal objects.

Should such metal be identified, promptly notify the Engineer.

See Section 1-07.16(1) regarding the protection of survey monumentation that may be

hidden in pavement.

The Contractor is solely responsible for any damage to equipment resulting from the

Contractor’s failure to conduct a pre-planing metal detection survey, or from the

Contractor’s failure to notify the Engineer of any hidden metal that is detected.

5-04.3(14)B Paving and Planing Under Traffic

5-04.3(14)B1 General

In addition, the requirements of Section 1-07.23 and the traffic controls required in

Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the

Contractor must comply with the following:

1. Intersections:

a. Keep intersections open to traffic at all times, except when paving or planing

operations through an intersection requires closure. Such closure must be kept

to the minimum time required to place and compact the HMA mixture, or plane

as appropriate. For paving, schedule such closure to individual lanes or portions

thereof that allows the traffic volumes and schedule of traffic volumes required in

the approved traffic control plan. Schedule work so that adjacent intersections

are not impacted at the same time and comply with the traffic control restrictions

required by the Traffic Engineer. Each individual intersection closure or partial

closure must be addressed in the traffic control plan, which must be submitted to

and accepted by the Engineer, see Section 1-10.2(2).

b. When planing or paving and related construction must occur in an

intersection, consider scheduling and sequencing such work into quarters of the

intersection, or half or more of an intersection with side street detours. Be

prepared to sequence the work to individual lanes or portions thereof.

c. Should closure of the intersection in its entirety be necessary, and no trolley

service is impacted, keep such closure to the minimum time required to place

and compact the HMA mixture, plane, remove asphalt, tack coat, and as

needed.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

d. Any work in an intersection requires advance warning in both signage and a

number of Working Days advance notice as determined by the Engineer, to alert

traffic and emergency services of the intersection closure or partial closure.

e. Allow new compacted HMA asphalt to cool to ambient temperature before

any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until

approval has been obtained from the Engineer.

2. Temporary centerline marking, post-paving temporary marking, temporary stop

bars, and maintaining temporary pavement marking must comply with Section

8-23.

3. Permanent pavement marking must comply with Section 8-22.

5-04.3(14)B2 Submittals - Planing Plan and HMA Paving Plan

The Contractor must submit a separate planing plan and a separate paving plan to the

Engineer at least 5 Working Days in advance of each operation’s activity start date.

These plans must show how the moving operation and traffic control are coordinated, as

they will be discussed at the pre-planing briefing and pre-paving briefing. When

requested by the Engineer, the Contractor must provide each operation’s traffic control

plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of

operation and sufficient detail of traffic beyond the area of operation where detour traffic

may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be

changed if the Engineer agrees sufficient detail is shown.

The planing operation and the paving operation include, but are not limited to, metal

detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying,

staging of supply trucks, paving trains, rolling, scheduling, and as may be discussed at

the briefing.

When intersections will be partially or totally blocked, provide adequately sized and

noticeable signage alerting traffic of closures to come, a minimum 2 Working Days in

advance. The traffic control plan must show where police officers will be stationed when

signalization is or may be, countermanded, and show areas where flaggers are

proposed.

At a minimum, the planing and the paving plan must include:

1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each

day’s traffic control as it relates to the specific requirements of that day’s planing

and paving. Briefly describe the sequencing of traffic control consistent with the

proposed planing and paving sequence, and scheduling of placement of

temporary pavement markings and channelizing devices after each day’s planing,

and paving.

2. A copy of each intersection’s traffic control plan.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

3. Haul routes from supplier facilities, and locations of temporary parking and

staging areas, including return routes. Describe the complete round trip as it

relates to the sequencing of paving operations.

4. Names and locations of HMA supplier facilities to be used.

5. List of all equipment to be used for paving.

6. List of personnel and associated job classification assigned to each piece of

paving equipment.

7. Description (geometric or narrative) of the scheduled sequence of planing and of

paving and intended area of planing and of paving for each day’s work, must

include the directions of proposed planing and of proposed paving, sequence of

adjacent lane paving, sequence of skipped lane paving, intersection planing and

paving scheduling and sequencing, and proposed notifications and coordinations

to be timely made. The plan must show HMA joints relative to the final pavement

marking lane lines.

8. Names, job titles, and contact information for field, office, and plant supervisory

personnel.

9. A copy of the approved Mix Designs.

10. Tonnage of HMA to be placed each day.

11. Approximate times and days for starting and ending daily operations.

5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing

At least 2 Working Days before the first paving operation and the first planing operation,

or as scheduled by the Engineer for future paving and planing operations to ensure the

Contractor has adequately prepared for notifying and coordinating as required in the

Contract, the Contractor must be prepared to discuss that day’s operations as they relate

to other entities and to public safety and convenience, including driveway and business

access, garbage truck operations, transit operations and working around energized

overhead wires, school and nursing home and hospital and other accesses, other

Contractors who may be operating in the area, pedestrian and bicycle traffic, and

emergency services. The Contractor, and Subcontractors that may be part of that day’s

operations, must meet with the Engineer and discuss the proposed operation as it

relates to the submitted planing plan and paving plan, approved traffic control plan, and

public convenience and safety. Such discussion includes, but is not limited to:

General for both the Paving and Planing:

a. The actual times of starting and ending daily operations.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

b. In intersections, how to break up the intersection, and address traffic control

and signalization for that operation, including use of peace officers.

c. The sequencing and scheduling of paving operations and of planing operations,

as applicable, as it relates to traffic control, public convenience and safety, and

other Contractors who may operate in the Project limits.

d. Notifications required of Contractor activities and coordinating with other entities

and the public as necessary.

e. Description of the sequencing of installation and types of temporary pavement

markings as it relates to planning and paving.

f. Description of the sequencing of installation of, and the removal of, temporary

pavement patch material around exposed castings and as may be needed.

g. Description of procedures and equipment to identify hidden metal in the

pavement, such as survey monumentation, monitoring wells, streetcar rail, and

castings, before planing as per Section 5-04.3(14)B2.

h. Description of how flaggers will be coordinated with the planing, paving, and

related operations.

i. Description of sequencing of traffic controls for the process of rigid pavement

base repairs.

j. Other items the Engineer deems necessary to address.

Paving – additional topics:

a. When to start applying tack and coordinating with paving.

b. Types of equipment and numbers of each type of equipment to be used. If

more pieces of equipment than personnel are proposed, describe the

sequencing of the personnel operating the types of equipment. Discuss the

continuance of operator personnel for each type of equipment as it relates to

meeting Specification requirements.

c. Number of JMFs to be placed, and if more than one JMF is used, how the

Contractor will ensure different JMFs are distinguished, how pavers and how

MTVs are distinguished, and how pavers and MTVs are cleaned so that one

JMF does not adversely influence the other JMF.

d. Description of contingency plans for that day’s operations such as equipment

breakdown, rain out, and supplier shutdown of operations.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

e. Number of sublots to be placed, sequencing of density testing, and other

sampling and testing.

5-04.3(15) Sealing Pavement Surfaces

Apply a fog seal where shown in the plans. Construct the fog seal in accordance with

Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to

opening to traffic.

5-04.3(16) HMA Road Approaches

Construct HMA approaches at the locations shown in the Plans or where staked by the

Engineer, in accordance with Section 5-04.

5-04.5 Payment

Payment will be made for each of the following Bid items that are included in the

Proposal:

"HMA Cl. ½ IN. PG 58H-22”, per Lump Sum

“Planing Bituminous Pavement”, per Lump Sum

The lump sum contract price for shall be full pay for all labor, equipment, materials, and

supervision utilized to perform the Work specified for each bid item.

DIVISION8.GR8

Division 8

Miscellaneous Construction

8-02.GR8

Roadside Restoration

8-02.2.GR8

Materials

8-02.2(9-14).GR8

Erosion Control and Roadside Planting

8-02.2(9-14.2).GR8

Topsoil

8-02.2(9-14.2(1)).GR8

Topsoil Type A

Section 9-14.2(1) is supplemented with the following:

8-02.2(9-14.2(1)).OPT1.FR8.docx

(February 25, 2021)

Topsoil Type A shall meet the following requirements:

133.005 ANDERSON ROAD RESTORATION January 15, 2026

Cation exchange capacity (CEC) of Topsoil Type A shall be a

minimum of 5 milliequivalents CEC/100 g dry soil (U.S. EPA

Method 9081).

Organic content greater than 8-percent but less than 15-percent

as measured on a dry weight basis using AASHTO T 267

Determination of Organic Content in Soils by Loss on Ignition.

Topsoil Type A shall be 60-percent to 70-percent *** Sandy *** Loam and

40-percent to 30-percent *** Fine *** Compost by volume. *** Sandy ***

Loam shall be as defined by the US Department of Agriculture Soil

Classification System.

The Contractor shall submit a Particle Size Analysis as a Type 1 Working

Drawing from an independent accredited soils testing laboratory indicating

the Material source and compliance with all Topsoil Type A specifications.

The laboratory analysis shall be with a sample size of no less than 2 pounds.

The *** Fine *** Compost shall conform to the requirements of Section 914.5(8).

8-02.2(9-14.5).GR8

Mulch and Amendments

8-02.2(9-14.5(8)).GR8

Compost

Section 9-14.5(8) is supplemented with the following:

8-02.2(9-14.5(8)).OPT2.GR8

(September 3, 2019)

The compost product may contain biosolids as a feedstock. Biosolids

compost production and quality shall comply with WAC 173-308.

The Compost Submittal Requirements shall include a copy of the Coverage

Under the General Permit for Biosolids Management issued to the

manufacturer by the Department of Ecology in accordance with WAC 173308 (Biosolids Management).

APPENDIX1.FR9.docx

Appendices

(January 2, 2012)

The following appendix is attached and made a part of this contract:

*** Geotechnical Report, dated June 13, 2025 by Sage Geotechnical LLC ***

133.005 ANDERSON ROAD RESTORATION January 15, 2026

STDPLANS.GR9

The Washington State Department of Transportation Standard Plans M21-01, published

September 2024, is made a part of this Contract with the following revisions:

(September 16, 2025)

Standard Plans

A-10.30

RISER RING detail (Including SECTION view and RISER RING DIMENSIONS table):

The RISER RING detail is deleted from the plan.

INSTALLATION detail, SECTION A: The “1/4”” callout is revised to read “+/- 1/4" (SEE

CONTRACT ~ Note: The + 1/4" installation is shown in the Section A view)”

A-40.20

Sheet 1, NOTES 1, 2, 3, and 4 are replaced with the following:

Use the ½ inch joint details for bridges with expansion length less than 100 feet

and for bridges with L type abutments. Use the 1 inch joint details for other

applications.

Use detail 5, 6, 7 on steel trusses and timber bridges with concrete bridge deck

panels.

For details 1, 2, 3, and 4, the item “HMA Joint Seal at Bridge End” shall be used

for payment. For details 5 and 6, the item “HMA Joint Seal at Bridge Deck Panel

Joint” shall be used for payment. For detail 7, the item “Clean and Seal Bridge

Deck Panel Joint” shall be used for payment.

Sheet 2, Detail 8 reference to “6-09.3(6)” is revised to read “6-21.3(7)”.

A-50.40

Sheet 1, Plan View: The callout “BEAM GUARDRAIL TYPE 31 TRANSITION SECTION

TYPE 21 OR TYPE 24 (SEE STANDARD PLAN C-25.20 OR C-25.30)” is revised to read

“BEAM GUARDRAIL TYPE 31 TRANSITION SECTION TYPE 21, 24, OR 25 (SEE

STANDARD PLAN C-25.20, C-25.30, OR C-25.32)”

A-60.40

Note 2 reference to “6-09.3(6)” is revised to read “6-21.3(7)”.

B-55.20

General Note 3 reference to “2-09.4” is revised to read “3-07.4”.

B-90.40

Valve Detail – DELETED

C-20.41

Note 4, First Sentence, “Box Culvert guardrail steel posts are not needed for fill depths

greater than 40 inches.” is revised to read; “Box culvert guardrail steel posts are not

needed for fill depths greater than 46 inches. Provide 6-inches or greater of separation

between the bottom of the guardrail post and top of the culvert”

133.005 ANDERSON ROAD RESTORATION January 15, 2026

BOX CULVERT POST ASSEMBLY, ELEVATION VIEW, post assembly length dimension

“41” MIN. 72” MAX.” is revised to read; “41” MIN. 78” MAX.”

SECTION A, base material depth dimension - “9” MIN. 40” MAX. (SEE NOTE 4)” is

revised to read: “9” MIN. 46” MAX. (SEE NOTE 4)”

C20-43

Note 4, First Sentence: “Box culvert guardrail steel posts are not needed for fill depths

greater than 40 inches.” is revised to read: “Box culvert guardrail steel posts are not

needed for fill depths greater than 46 inches. Provide 6-inches or greater separation

between the bottom of guardrail post and top of culvert.”

BOX CULVERT POST & BASE PLATE ASSEMBLY, ELEVATION VIEW, post assembly

length dimension – “41” MIN. 72” MAX.” is revised to read: “41” MIN. 78” MAX.”

SECTION A, base material depth dimension - “9” MIN. 40” MAX. (SEE NOTE 4)” is

revised to read: “9” MIN. 46” MAX. (SEE NOTE 4)”

C-23.70

Sheet 2, ANCHOR BRACKET ASSEMBLY DETAIL, dimension, “R. 5/16” is revised to

read; R. 15/16”

ANCHOR PLATE DETAIL, weld callout (fillet), 1/4" is revised to read; 3/16”

C-60.20

Sheet 1, Plan view, callout – “1/2” (IN) DIAMETER X 6 1/2" (IN) LONG ANCHOR BOLT ~

PER STD. SPEC. SECT. 9-06.5(4) (TYPICAL) (SEE NOTE 7)” is revised to read: “5/8”

DIAMETER x 6 1/2" (IN) LONG ANCHOR BOLT ~ PER STD. SPEC. SECT. 9-06.5(4)

(TYPICAL) (SEE NOTE 7)”

C-70.15

BARRIER CONNECTION DETAIL, callout – “CENTER GRID IN CONNECTION

BLOCKOUT AND FILL VOID WITH TYPE 3 GROUT (STD. SPECIFICATION SECTION

9-20.3(3) PLACED IN ACCORDANCE WITH STD. SPECIFICATION SECTION 620.3(20)” is revised to read “CENTER GRID IN CONNECTION BLOCKOUT AND FILL

VOID WITH GROUT TYPE 3 (STD. SPECIFICATION SECTION 9-20.3(3) PLACED IN

ACCORDANCE WITH STD. SPECIFICATION SECTION 6-02.3(20)”

C81.10

Sheet 1, TYPICAL SECTION – TRAFFIC BARRIER the R4 #6 bar on the traffic face may

be placed 4” down from the top of the barrier to allow additional room to install BP railing

or other attachments. The R4 bar shall be kept tight to the front R2 bar.

Sheet 4, the existing table “IMPACT SHEAR AND IMPACT MOMENT TABLE” is renamed

to “IMPACT SHEAR AND MOMENT TABLE DECK OVERHANG AND CONNECTIONS”

keynote 25 is still applicable.

Sheet 4, NOTES, the following Note is added: “3. Deck overhangs for this use constitute

plain reinforced concrete typically around 8" in thickness, non-prestressed moment slabs

or approach slabs, or plain reinforced and longitudinally prestressed box girders which

employ a topping slab. Other Supporting Structure Systems inclusive of post-tensioned

decks, walls, and or Structure segments tied together without a topping slab, with the ties

in the barrier resistance load path, shall use the impact shear and moments for other

supporting structures.”

Sheet 4, the following table is added with a keynote 25.

IMPACT SHEAR AND MOMENT TABLE OTHER SUPPORTING STRUCTURES

Interior Segment

End Segment

133.005 ANDERSON ROAD RESTORATION January 15, 2026

Roadway and Fill Height at

Curb Line (in)

End Segment Length (ft)

Impact Moment (kip*ft/ft)

Impact Shear (kip/ft)

19.86

7.89

24.12

8.04

28.55

8.23

33.16

8.44

37.97

8.68

10.00

20.80

8.27

10.50

25.17

8.39

11.25

29.65

8.54

11.75

34.27

8.72

12.50

39.04

8.92

C-81.15

Sheet 1, General Notes, Add Note 7, to read;”7. The concrete class for the moment slab

shall be class 4000 typically and class 4000A when the top of the slab is used as the

roadway, or sidewalk, surface. The concrete class for the barrier is defined in Standard

Specification Section 6-10.3.”

C-85.11

On Section B, the callout “3” EXPANDED POLYSTYRENE AROUND COLUMN (TYP.)” is

revised to read “3” EXPANDED POLYSTYRENE OR POLYETHYLENE FOAM AROUND

COLUMN (TYP.)”

D-3.09

Sheet 1, GEOSYNTHETIC WALL WITH 2 FT TRAFFIC SURCHARGE detail, callout –

“BARRIER ON WALL ~ SEE Standard Plan D-3.15 or D-3.16” is revised to read:

“BARRIER ON WALL ~ SEE CONTRACT PLANS”

D-3.10

Sheet 1, Typical Section, callout – “FOR WALLS WITH SINGLE SLOPE TRAFFIC

BARRIER. USE THE DETAILS ABOVE THE MATCH LINE ON STANDARD PLAN D3.15” is revised to read; ”FOR WALLS WITH SINGLE SLOPE TRAFFIC BARRIER, SEE

CONTRACT PLANS”

Sheet 1, Typical Section, callout – “FOR WALLS WITH F-SHAPE TRAFFIC BARRIER.

USE THE DETAILS ABOVE THE MATCH LINE ON STANDARD PLAN D-3.16” is revised

to read; ”FOR WALLS WITH F-SHAPE TRAFFIC BARRIER, SEE CONTRACT PLANS”

D-3.11

Sheet 1, Typical Section, callout – “”B” BRIDGE APPROACH SLAB (SEE BRIDGE

PLANS) OR PERMANENT GEOSYNTHETIC WALL BARRIER ~ SEE STANDARD

PLANS D-3.15 OR D-3.16” is revised to read; ”B” BRIDGE APPROACH SLAB OR

MOMENT SLAB (SEE CONTRACT PLANS)

Sheet 1, Typical Section, callout – “TYPICAL BARRIER ON BRIDGE APPROACH SLAB

(SEE BRIDGE PLANS) OR PERMANENT GEOSYNTHETIC WALL BARRIER ~ SEE

STANDARD PLANS D-3.15 OR D-3.16” is revised to read; “TYPICAL BARRIER ON

BRIDGE APPROACH SLAB OR MOMENT SLAB (SEE CONTRACT PLANS)

D-10.10

Note 7, “If Traffic Barriers are required, See Standard Plans D-15.10, D-15.20 and D15.30” is revised to read “Traffic Barriers shall not be structurally connected to the

Reinforced Concrete Retaining Wall Type 1 and 1SW”.

D-10.15

Note 7, “If Traffic Barriers are required, See Standard Plans D-15.10, D-15.20 and D15.30” is revised to read “Traffic Barriers shall not be structurally connected to the

Reinforced Concrete Retaining Wall Type 2 and 2SW”.

D-10.30

Wall Type 5 may be used in all cases.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

D-10.35

Wall Type 6 may be used in all cases.

D-10.40

Note 5, “If Traffic Barriers are required, See Standard Plans D-15.10, D-15.20 and D15.30” is revised to read “Traffic Barriers shall not be structurally connected to the

Reinforced Concrete Retaining Wall Type 7”.

D-10.45

Note 5, “If Traffic Barriers are required, See Standard Plans D-15.10, D-15.20 and D15.30” is revised to read “Traffic Barriers shall not be structurally connected to the

Reinforced Concrete Retaining Wall Type 8”.

E-20.10

On Sheet 2, the reference to “2-09.4” is revised to read “3-07.4”.

F-10.18

Note 1; “Construct curb joints at cement concrete pavement transverse joint locations. If

all adjacent pavement is HMA, see Standard Plan F-30.10 for Curb Expansion and

Contraction Joint Spacing.” is revised to read – “See Standard Plan F-30.10 and Standard

Specification Section 8-04.3 for Curb Expansion and Contraction Joint details and

spacing.”

CURB 3 Detail, the diamond note 1 callout on the 6” dimension at the bottom left side of

the detail, is revised to be a diamond note 2 callout.

F-30.10

All five instances of the “2.0% MAX.” are replaced with “2.1% MAX.”

F-40.12

The one instance of “2.0% MAX.” is replaced with “2.1% MAX.”

Note 7 is replaced with the following:

7. The running slope of curb ramps shall not exceed 8.3% maximum except as noted

herein. If the 8.3% running slope creates a ramp that exceeds 15ft, see contract plans for

details. Use a single constant slope from bottom of ramp to top of ramp to match into the

landing. Do not include the abutting landing in the Curb Ramp length measurement. When

a ramp is constructed on a radius, the Curb Ramp length is measured on the inside radius

along the back of the walkway.

Section B is amended as follows:

Delete: “15’ – 0” MAX. (TYP.)”

Section C is amended as follows:

Delete: “15’ – 0” MAX. (TYP.)”

F-40.14

The one instance of “2.0% MAX.” is replaced with “2.1% MAX.”

Note 7 is replaced with the following:

7. The running slope of curb ramps shall not exceed 8.3% maximum except as noted

herein. If the 8.3% running slope creates a ramp that exceeds 15ft, see contract plans for

details. Use a single constant slope from bottom of ramp to top of ramp to match into the

landing. Do not include the abutting landing in the Curb Ramp length measurement. When

a ramp is constructed on a radius, the Curb Ramp length is measured on the inside radius

along the back of the walkway.

133.005 ANDERSON ROAD RESTORATION January 15, 2026

Section A is amended as follows:

Delete: “15’ – 0” MAX. (TYP.)”

Section C is amended as follows:

Delete: “15’ – 0” MAX. (TYP.)”

F-40.15

The one instance of “2.0% MAX.” is replaced with “2.1% MAX.”

Note 7 is replaced with the following:

7. The running slope of curb ramps shall not exceed 8.3% maximum except as noted

herein. If the 8.3% running slope creates a ramp that exceeds 15ft, see contract plans for

details. Use a single constant slope from bottom of ramp to top of ramp to match into the

landing. Do not include the abutting landing in the Curb Ramp length measurement.

Section A is amended as follows:

Delete: “15’ – 0” MAX. (TYP.)”

F-40.16

The one instance of “2.0% MAX.” is replaced with “2.1% MAX.”

Note 8 is replaced with the following:

7. The running slope of curb ramps shall not exceed 8.3% maximum except as noted

herein. If the 8.3% running slope creates a ramp that exceeds 15ft, see contract plans for

details. Use a single constant slope from bottom of ramp to top of ramp to match into the

landing. Do not include the abutting landing in the Curb Ramp length measurement.

Section A is amended as follows:

Delete: “15’ – 0” MAX. (TYP.)”

Section B is amended as follows:

Delete: “15’ – 0” MAX. (TYP.)”

F-80.10

The one instance of “2.0% MAX.” is replaced with “2.1% MAX.”

Note 6 is replaced with the following:

The running slope of the Pedestrian Ramp shall not exceed 8.3% maximum except as

noted herein. If the 8.3% running slope creates a ramp that exceeds 15ft, see contract

plans for details. Use a single constant slope from bottom of ramp to top of ramp to match

into the sidewalk.

Section A is amended as follows:

Delete: “15” Max.”

J-5.50

General Note 4 reference to “2-09.3(1)E” is revised to read “3-07.3(1)E”

General Note 5 reference to “2-09.3(1)E” is revised to read “3-07.3(1)E”

J-10.10

Sheet 4 of 6, “Foundation Size Reference Table”, PAD WIDTH column, Type 33xD=6’ –

3” is revised to read: 7’ – 3”. Type 342LX / NEMA P44=5’ – 10” is revised to read: 6’ – 10”

Sheet 5 of 6, Plan View, “FOR EXAMPLE PAD SHOWN HERE:, “first bullet” item, “SPACE BETWEEN TYPE B MOD. CABINET AND 33x CABINET IS 6” (IN)” IS REVISED

TO READ: “SPACE BETWEEN TYPE B MOD. CABINET (BACK OF ALL CHANNEL

STEEL) AND 33x CABINET IS 6” (IN) (CHANNEL STEEL ADDS ABOUT 5” (IN)”

J-10.16

Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14

133.005 ANDERSON ROAD RESTORATION January 15, 2026

J-10.17

Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14

J-10.18

Key Note 1, Standard Plan J-10.30 revised to Standard Plan J-10.14

J-15.15

The reference to “2-09.3(1)E” is revised to read “3-07.3(1)E”

J-20.01

STANDARD DIMENSIONS AND REFERENCES table, TYPE FB, Standard Height

column – “15’-0” ”is revised to read; “14’-0” ”

J-20.10

DELETED

J-20.11

DELETED

J-20.26

Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton

post.”

Add General Note 2, to read: “Signs shown are for locations with pedestrian signal

displays (Accessible Pedestrian Signals/APS). Accessible information device (AID)

pushbuttons signs not shown.”

Revise View Titles (Both Sheets) to read: “ACCESSIBLE PEDESTRIAN PUSHBUTTON

ASSEMBLY”

J-20.16

View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE

J-21.10

Sheet 1, Anchor Bolt Template, callout; “9” (IN) BOLT CIRCLE” is revised to read: “9” (IN)

DIA.BOLT CIRCLE”

Base Plate Detail, callout; “3/4” (IN) STEEL PLATE WITH HOLE = POLE BASE + 1/6”

(IN)” IS REVISED TO READ; “3/4” (IN) STEEL PLATE WITH HOLE = POLE BASE +

1/16” (IN)”

Flat Foundation Detail – Elevation, callout; “ANCHOR BOLTS ~ ¾” (IN) x 30” (IN) FULL

THREAD ~ THREE REQ’D. PER ASSEMBLY” is revised to read; “ANCHOR BOLTS ~ ¾”

(IN) x 30” (IN) FULL THREAD ~ FOUR REQ’D. PER ASSEMBLY”

Flat Foundation Detail – Elevation, dimension; 4’ – 0” is revised to read; “4’ – 0” ROUND

OR 3’ – 0” SQUARE”

J-21.15

Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE

NIPPLE ~ 1 ½” (IN) DIAM.

J-21.16

On both elevation views, the overall standard height dimension “15’-0” ” is revised to read;

“14’-0” ”

J-26.10

133.005 ANDERSON ROAD RESTORATION January 15, 2026

The reference to “2-09.3(1)E” is revised to read “3-07.3(1)E”

J-27.10

The reference to “2-09.3(1)E” is revised to read “3-07.3(1)E”

J-28.30

General Note 13 – “See Standard Plans C-8b and C-85.14 for steel light standards on

traffic barrier” is revised to read; “See Standard Plan C-85.15 for steel light standards on

traffic barrier.”

J-29.10

The reference to “2-09.3(1)E” is revised to read “3-07.3(1)E”

J-40.10

Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S.

FLAT WASHER” is revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2”

(IN) S. S. FLAT WASHER”

J-40.36

Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is

revised to read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and

Pickled) for the cover.

J-40.37

Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is

revised to read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and

Pickled) for the cover.

J-50.15

Sheet 1, SECTION A, the call out “LOOP LEAD-IN WIRES, TWISTED PAIRS ~ MAX. 3

PAIRS” is revised to read “LOOP LEAD-IN WIRES, TWISTED PAIRS ~ MAX. 6 PAIRS”

General Note 1 reference to “2-09.3(1)E” is revised to read “3-07.3(1)E”

J-75.20

Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel

Bands”, add the following to the end of the note: “Alternate: Stainless steel cable with

stainless steel ends, nuts, bolts, and washers may be used in place of stainless steel

bands and associated hardware.”

J-75.55

Notes, Note A1, Revise reference, was – G-90.29, should be – G-90.20.

L-5.10

Add new general Note 9 on sheet 1 – “9. The top of wall in Section A on Sheet 1 shall be

located as follows: 1) flush with the finished grade when placed within the deflection

distance of the long span guardrail system (Std. Plan C-20.40), 2) Two inches maximum

above finished grade when placed behind a box culvert guardrail steel post system (Std.

Plan C-20.41 or C-20.43), 3) Six inches minimum for all other applications. The bottom

rail shall be located at mid height between the top rail and the top of structure.”

M-20.30

133.005 ANDERSON ROAD RESTORATION January 15, 2026

Wide Dotted Lane Line Detail, reference below title, (SEE NOTE 6) is revised to read:

(SEE NOTE 5)

M-40.10

Guide Post Type ~ Reflective Sheeting Applications Table, remove reference - “(SEE

NOTE 5)”

The following are the Standard Plan numbers applicable at the time this project was

advertised. The date shown with each plan number is the publication approval date

shown in the lower right-hand corner of that plan. Standard Plans showing different dates

shall not be used in this contract.

A-10.10-00 ......... 8/7/07

A-10.20-00 ........10/5/07

A-10.30-00 ........10/5/07

A-20.10-00 ........8/31/07

A-30.10-00 ........ 11/8/07

A-30.30-01 ........ 6/16/11

A-30.35-00...... 10/12/07

A-40.00-01.......... 7/6/22

A-40.10-04........ 7/31/19

A-40.15-00........ 8/11/09

A-40.20-04........ 1/18/17

A-40.50-03....... 9/12/23

A-50.10-02 ....... 7/18/24

A-50.40-01 ....... 8/17/21

A-60.10-03 ..... 12/23/14

A-60.20-03 ..... 12/23/14

A-60.30-01 ....... 6/28/18

A-60.40-00 ....... 8/31/07

B-5.20-03 ........... 9/9/20

B-5.40-02 ..........1/26/17

B-5.60-02 ..........1/26/17

B-10.20-03 ........8/23/23

B-10.40-02 ........8/17/21

B-10.70-03 ........8/23/23

B-15.20-01 ......... 2/7/12

B-15.40-01 ......... 2/7/12

B-15.60-02 ........1/26/17

B-20.20-02 ........3/16/12

B-20.40-04 ........2/27/18

B-20.60-03 ........3/15/12

B-25.20-02 ........2/27/18

B-25.60-03 ........8/23/23

B-30.05-00 ......... 9/9/20

B-30.10-03 ........2/27/18

B-30.15-00 ........2/27/18

B-30.20-04 ........2/27/18

B-30.30-03 ........2/27/18

B-30.50-03 ....... 2/27/18

B-30.60-00 ......... 9/9/20

B-30.40-03 ....... 2/27/18

B-30.70-04 ....... 2/27/18

B-30.80-01 ....... 2/27/18

B-30.90-02 ....... 1/26/17

B-35.20-00 ......... 6/8/06

B-35.40-01 ....... 8/23/23

B-40.20-00 ......... 6/1/06

B-40.40-02 ....... 1/26/17

B-45.20-01 ....... 7/11/17

B-45.40-01 ....... 7/21/17

B-50.20-00 ......... 6/1/06

B-55.20-03 ....... 8/17/21

B-60.20-02 ......... 9/9/20

B-60.40-01 ....... 2/27/18

B-65.20-01 ....... 4/26/12

B-65.40-00 ......... 6/1/06

B-70.20-01 ....... 3/15/22

B-75.20-03 ....... 8/17/21

B-75.50-02 ....... 3/15/22

B-70.60-01 ....... 1/26/17

B-75.60-00 ......... 6/8/06

B-80.20-00 ......... 6/8/06

B-80.40-00 ......... 6/1/06

B-85.10-01 ....... 6/10/08

B-85.20-00 ......... 6/1/06

B-85.30-00 ......... 6/1/06

B-85.40-00 ......... 6/8/06

B-85.50-01 ....... 6/10/08

B-90.10-00 ......... 6/8/06

B-90.20-00 ......... 6/8/06

B-90.30-00 ......... 6/8/06

B-90.40-01 ....... 1/26/17

B-90.50-00 ......... 6/8/06

B-95.20-02 ....... 8/17/21

B-95.40-01 ....... 6/28/18

C-1..................... 9/8/22

C-1b................10/12/23

C-1d................10/31/03

C-6a................... 9/8/22

C-7..................... 9/8/22

C-7a................... 9/8/22

C-20.10-09......10/12/23

C-20.14-05......... 9/8/22

C-20.15-03......10/12/23

C-20.18-04......... 9/8/22

C-20.40-10......10/12/23

C-20.41-05........7/18/24

C-20.43-01........7/18/24

C-23.70-01 ..... 10/16/23

C.24.10-05 ....... 7/21/24

C-24.15-00 ....... 3/15/22

C-25.20-07 ....... 8/20/21

C-25.22-06 ....... 8/20/21

C-25.26-05 ....... 8/20/21

C-25.30-01 ....... 8/20/21

C-25.32-00 ....... 7/29/24

C-25.80-05 ....... 8/12/19

C-60.10-04 ....... 7/21/24

C-60.15-01 ....... 7/21/24

C-60.20-01 ......... 9/8/22

C-60.30-02 ....... 7/21/24

C-70.10-04 ..... 10/16/23

C-70.15-01 ....... 7/21/24

C-75.10-02 ....... 9/16/20

C-75.20-03 ....... 8/20/21

C-75.30-03 ....... 8/20/21

C-80.10-03 ..... 10/16/23

C-80.20-01 ....... 6/11/14

C-80.30-02 ....... 8/20/21

C-80.40-01 ....... 6/11/14

C-85.10-00 ......... 4/8/12

C-85.11-01 ....... 9/16/20

C-85.15-03 ..... 10/17/23

C-85-18-03 ......... 9/8/22

133.005 ANDERSON ROAD RESTORATION January 15, 2026

C-20.44-00........8/13/24

C-20.45-03......... 9/8/22

C-20.55-00........7/30/24

C-22.16-08......10/17/23

C-22.40-11 ........7/21/24

C-22.45-07........7/21/24

C-60.40-01 ....... 7/21/24

C-60.45-01 ....... 7/21/24

C-60.50-01 ....... 7/21/24

C-60.60-01 ....... 7/21/24

C-60.70-01 ......... 9/8/22

C-60.80-02 ....... 7/21/24

C-81.10-00 ....... 9/12/23

C-81.15-00 ....... 9/12/23

D-2.36-03.......... 6/11/14

D-2.46-02..........8/13/21

D-2.84-00........ 11/10/05

D-2.92-01..........4/26/22

D-3.09-00..........5/17/12

D-3.10-01..........5/29/13

D-3.11-03 ......... 6/11/14

D-4 ................. 12/11/98

D-6 ................... 6/19/98

D-10.10-01 ....... 12/2/08

D-10.15-01 ....... 12/2/08

D-10.20-01 ......... 8/7/19

D-10.25-01 ......... 8/7/19

D-10.30-00 ......... 7/8/08

D-10.35-00 ......... 7/8/08

D-10.40-01 ....... 12/2/08

D-10.45-01 ....... 12/2/08

D-20.10-00 ....... 10/9/23

E-1 ....................2/21/07

E-2 ....................5/29/98

E-4 ................... 8/27/03

E-4a ................. 8/27/03

E-20.10-00 ....... 9/12/23

E-20.20-00 ....... 10/4/23

F-10.12-04 ........9/24/20

F-10.16-00 ......12/20/06

F-10.18-04 ........6/28/24

F-10.40-04 ........9/24/20

F-10.42-00 ........1/23/07

F-10.62-02........ 4/22/14

F-10.64-03........ 4/22/14

F-30.10-04........ 9/25/20

F-40.12-03........ 6/29/16

F-40.14-03........ 6/29/16

F-40.15-04 ....... 9/25/20

F-40.16-03 ....... 6/29/16

F-45.10-05 ......... 6/4/24

F-80.10-04 ....... 7/15/16

G-10.10-00 .......9/20/07

G-20.10-03 .......8/20/21

G-22.10-04 .......6/28/18

G-24.10-00 ....... 11/8/07

G-24.20-01 ........ 2/7/12

G-24.30-02 .......6/28/18

G-24.40-07 .......6/28/18

G-24.50-05 ......... 8/7/19

G-24.60-05 ....... 6/28/18

G-25.10-05 ....... 9/16/20

G-26.10-00 ....... 7/31/19

G-30.10-04 ....... 6/23/15

G-50.10-03 ....... 6/28/18

G-90.10-03 ....... 7/11/17

G-90.20-05 ....... 7/11/17

G-90.30-04 ....... 7/11/17

G-95.10-02 ....... 6/28/18

G-95.20-03 ....... 6/28/18

G-95.30-03 ....... 6/28/18

H-10.10-01......... 6/2/24

H-10.11-00 ......... 6/2/24

H-10.15-01......... 6/2/24

H-10.16-00......... 6/2/24

H-30.10-00 ..... 10/12/07

H-32.10-00 ....... 9/20/07

H-60.10-01 ......... 7/3/08

H-60.20-01 ......... 7/3/08

H-70.10-02 ....... 8/17/21

H-70.20-02 ....... 8/17/21

I-10.10-01 ......... 8/11/09

I-30.10-02 .........3/22/13

I-30.15-02 .........3/22/13

I-30.16-01 ......... 7/11/19

I-30.17-01 .........6/12/19

I-30.20-00 ......... 9/20/07

I-30.30-02 ......... 6/12/19

I-30.40-02 ......... 6/12/19

I-30.60-02 ......... 6/12/19

I-40.10-00 ......... 9/20/07

I-40.20-00......... 9/20/07

I-50.20-02........... 7/6/22

I-60.10-01......... 6/10/13

I-60.20-01......... 6/10/13

I-80.10-02......... 7/15/16

J-05.50-00 ........8/30/22

J-10 ..................7/18/97

J-10.10-04 ........9/16/20

J-10.12-00 ........9/16/20

J-10.14-00 ........9/16/20

J-10.15-01 ........ 6/11/14

J-10.16-02 ........8/18/21

J-10.17-02 ........8/18/21

J-10.18-02 ........8/18/21

J-10.20-04 ........8/18/21

J-26.10-03 ........ 7/21/16

J-26.15-01 ........ 5/17/12

J-26.20-01 ........ 6/28/18

J-27.10-01 ........ 7/21/16

J-27.15-00 ........ 3/15/12

J-28.01-00 ........ 8/30/22

J-28.10-02 .......... 8/7/19

J-28.22-00 ........ 8/07/07

J-28.24-02 ........ 9/16/20

J-28.26-01 ...... 12/02/08

J-50.05-00 ........ 7/21/17

J-50.10-01 ....... .7/31/19

J-50.11-02 ........ 7/31/19

J-50.12-02 .......... 8/7/19

J-50.13-01 ........ 8/30/22

J-50.15-01 ........ 7/21/17

J-50.16-01 ........ 3/22/13

J-50.18-00 .......... 8/7/19

J-50.19-00 .......... 8/7/19

J-50.20-00 .......... 6/3/11

133.005 ANDERSON ROAD RESTORATION January 15, 2026

J-10.21-02 ........8/18/21

J-10.22-03 ........10/4/23

J-10.25-01 ........6/21/24

J-10.26-00 ........8/30/22

J-12.15-00 ..

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