HomeMy WebLinkAboutDetailed Specs - 2022 Overlay Project
CITY OF RENTON
RENTON, WASHINGTON
Contract Provisions
for the
2022 Overlay
City Contract Number: CAG-22-200
June 2022
City of Renton
1055 South Grady Way
Renton, WA 98057
2022 Overlay Table of Contents
Page 1 of 1 2022
CITY OF RENTON
2022 Overlay
Table of Contents
VOLUME I
I. CALL FOR BIDS
II. INFORMATION FOR BIDDERS
1. INFORMATION AND CHECKLIST FOR BIDDERS
2. SUMMARY OF FAIR PRACTICES POLICY, CITY OF RENTON
3. SUMMARY OF AMERICANS WITH DISABILITIES ACT POLICY, CITY OF RENTON
III. PROJECT PROPOSAL
1. * PROJECT PROPOSAL COVER SHEET
2. * PROPOSAL
3. * SCHEDULE OF PRICES
4. * NON-COLLUSION DECLARATION
5. * LOCAL AGENCY SUBCONTRACTOR LIST
6. * PROPOSAL FOR INCORPORATING RECYCLED MATERIALS INTO THE PROJECT
7. * CONTRACTOR CERTIFICATION, WAGE LAW COMPLIANCE – RESPONSIBILITY
CRITERIA, WASHINGTON STATE PUBLIC WORKS CONTRACTS
8. * PROPOSAL SIGNATURE PAGE
9. * PROPOSAL BID BOND
IV. AGREEMENT FORMS
1. ❖ AGREEMENT
2. ❖ CONTRACT BOND TO THE CITY OF RENTON
3. ❖ FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE
4. ❖ RETAINAGE METHOD SELECTION
* Submit as part of the bid.
❖ Submit within 10 days after Notice of Award.
VI. CONTRACT SPECIFICATIONS
1. SPECIAL PROVISIONS
APPENDICES
A – PREVAILING HOURLY MINIMUM WAGE RATES
B – CITY OF RENTON STANDARD PLANS
C – WSDOT STANDARD PLANS
City of Renton
Contract Provisions for
2022 Overlay
______________________________________________________________________________
I. CALL FOR BIDS
CAG-22-200
2022 Overlay Call for Bids
2022
CITY OF RENTON
2022 Overlay Project
CALL FOR BIDS
Sealed bids will be received until 1:00 PM on June 30, 2022, at the lobby of Renton City Hall, 1055 South
Grady Way, Renton, WA 98057. All supplemental documents, that are allowed to be submitted after this
date and time, shall be received at the lobby of Renton City Hall. Sealed bids will be opened and publicly
read via Zoom video-conferencing web application at 2:00 PM, on June 30, 2022. Any bids received after
the published bid submittal time cannot be considered and will not be accepted.
The bid opening meeting can be accessed via videoconference by:
• Clicking this link to join the Zoom meeting:
https://us02web.zoom.us/j/85958076905?pwd=bit6bzR4MVNEeDBoQlFmWkxBRkFSZz09
•Using the Zoom app: Meeting ID: 859 5807 6905
•Password: 758506
•Via telephone by dialing: 253-215-8782,, 85958076905#,,,,*758506#
•Zoom is free to use and is available at https://zoom.us/.
Approved plans, specifications, addenda, and plan holders list for this project are available on-line through
Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on bxwa.com; Posted Projects;
Public Works; City of Renton; Projects Bidding. (Note: Bidders are encouraged to Register as a Bidder, in
order to receive automatic email notification of future addenda and to be placed on the Bidders List).
Contact Builders Exchange of Washington at 425-258-1303 should you require further assistance.
The City of Renton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C.
2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A,
Office of the Secretary, Part 21, Nondiscrimination in Federally-Assisted programs of the Department
of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively ensure
that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises
as defined at 49 CFR Part 26 will be afforded full opportunity to submit bids in response to this invitation
and will not be discriminated against on the grounds of race, color, national origin, or sex in
consideration for an award.
The improvement for which bids will be received is described below:
Construct the 2022 Overlay Project. The work includes but is not limited to: excavation; grading; removal
of pavement; planing pavement; paving with asphalt; adjustments to utility frames, grates and covers;
pavement markings, property restoration and all other work necessary to complete the Work as specified
and shown in the Contract Provisions.
Jason A. Seth, City Clerk
Published: June 15, 2022, and June 22, 2022
Daily Journal of Commerce
Renton Reporter (online)
City of Renton
Contract Provisions for
2022 Overlay
______________________________________________________________________________
II. INFORMATION AND CHECKLIST FOR BIDDERS
2022 Overlay Information and Checklist for Bidders
Page 1 of 3 2022
INFORMATION AND CHECKLIST FOR BIDDERS
The following supplements the information in the Call for Bids:
1. Special Project Information. The Contract Documents, including Standard Specifications, and
all applicable laws and regulations apply to this project. The following items particular to this
project are repeated here for emphasis:
a. Prevailing Wages. This project has does not include federal funding. Therefore, only
State Prevailing Wages must be paid on this project. The Prevailing Wages in eff ect at
time of Advertisement are provided in Appendix B. It is the Bidder’s responsibility to
obtain wage information for any work classifications that are not included.
b. Map of Project Locations and Summary of Quantities. Appendix A includes a Map of
Project Locations and a summary of quantities for each street included in the scope of
work. If there is a conflict in quantities between these summaries and the Schedule of
Prices, the Schedule of Prices shall govern.
2. Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall
request the explanation or interpretation in writing by the close of business five (5) business
days preceding the bid opening to allow a written reply t o reach all prospective Bidders
before the submission of their Bids. Oral explanations, interpretations, or instructions given
by anyone before the Award of Contract will not be binding on the City of Renton.
3. If a bidder has any questions regarding the project, the bidder may either:
• Submit questions via e-mail: mailto: HBernardo@Rentonwa.gov. Put “2022 Overlay” in
the subject line
No other type of inquiry will be accepted.
4. All bids must be self -explanatory. Partial bids will not be accepted. No opportunity will be
offered for oral explanation except as the City of Renton may request further information on
particular points. The bidder shall, upon request, furnish information to the City of Renton
as to their financial and practical ability to satisfactorily perform the work.
5. The construction contract will be awarded by the City of Renton to the lowest responsible,
responsive bidder. The total bid amount of all schedules combined will be used to
determine the low bidder.
6. The City of Renton reserves the right to reject any and all bids or waive any and/or all
informalities.
7. Payment for this work will be made in cash warrants.
8. Bidders are not required to be in possession of a current City of Renton business license in
2022 Overlay Information and Checklist for Bidders
Page 2 of 3 2022
order to bid on City projects. However, Contractors and all subcontractors of all tiers must
be in possession of a current City business license while conducting work in the City.
9. Bidding Checklist
Each bid must be submitted in a sealed envelope bearing on the outside the name and
address of the Bidder, and the name and number of the project for which the bid is submitted.
It is the responsibility of each bidder to ascertain if all the documents listed below and in the
Table of Contents are included in their copy of the Contract Provisions. If documents are
missing, it is the sole responsibility of the Bidder to contact the City of Renton to obtain the
missing documents prior to the date and time that bids are due.
The following documents shall be submitted with the bid.
a. Project Proposal Cover Sheet - The form included in these Bid Documents must be used;
no substitute will be accepted.
b. Proposal – The form included in these Bid Documents must be used; no substitute will be
accepted.
c. Schedule of Prices – The form(s) included in these Bid Documents must be used; no
substitute will be accepted. Bidders must bid on all schedules and items shown on the
Schedule of Prices. If any unit price is left blank, it will be considered no charge for that
bid item, regardless of what has been placed in the extension column.
d. Non-Collusion Declaration – The form included in these Bid Documents must be used; no
substitute will be accepted.
e. Local Agency Subcontractor List - This form is available at
http://wsdot.wa.gov/forms/pdfForms.html . Bidder may download, print and complete
the form to include with Bid. The DOT Form, DOT Form Number and revision date must
match the form included in these Bid Documents, otherwise the Bid will be considered
irregular and non-responsive and the Bid will be rejected.
f. Proposal for Incorporating Recycled Materials into the Project – The form included in
these Bid Documents must be used; no substitute will be accepted.
g. Contractor Certification, Wage Law Compliance – Responsibility Criteria, Washington
State Public Works Contracts – This form is available at
http://wsdot.wa.gov/forms/pdfForms.html . Bidder may download, complete, print and
sign the form to include with Bid. The DOT Form, DOT Form Number and revision date
must match the form included in these Bid Documents, otherwise the Bid will be
considered irregular and non-responsive and the Bid will be rejected.
2022 Overlay Information and Checklist for Bidders
Page 3 of 3 2022
h. Proposal Signature Page – The form included in these Bid Documents must be used; no
substitute will be accepted. Evidence of signatory’s authority to sign the Proposal on
behalf of the business entity shall be submitted with the Bid. Otherwise, the submitted
Bid will be considered irregular and non-responsive and the Bid may be rejected.
i. Proposal Bid Bond – The form included in these Bid Documents must be used; no
substitute will be accepted. If an attorney-in-fact signs bond, the power of attorney
authorizing such execution must be current and enforceable, be properly executed by the
Surety in accordance with the Surety’s by-laws or other applicable rules and resolutions,
and include all necessary corporate seals, signatures, and notaries.
10. Contract Checklist
The following documents are to be executed by the successful Bidder after the Contract is
awarded.
a. Agreement – The form included in these Bid Documents must be used; no substitute will
be accepted. Two originals shall be executed by the successful Bidder.
b. Contract Bond – The form included in these Bid Documents must be used; no substitute
will be accepted. Two originals shall be executed by the successful Bidder and its surety
company. This bond covers successful completion of all work and payment of all l aborers,
subcontractors, suppliers, etc. If an attorney -in-fact signs bond, the power of attorney
authorizing such execution must be current and enforceable, be properly executed by the
Surety in accordance with the Surety’s by-laws or other applicable rules and resolutions,
and include all necessary corporate seals, signatures, and notaries.
c. Fair Practices Policy Affidavit of Compliance – The form included in these Bid Documents
must be used; no substitute will be accepted.
d. Retainage Method Selection - The form included in these Bid Documents must be used;
no substitute will be accepted.
e. Certificates of Insurance – To be executed by an insurance company acceptable to the
City, on ACORD Forms. Required coverages are listed in Section 1-07.18 of the Special
Provisions. The City of Renton shall be named as “Additional Insured” on the insurance
policies as well as the entities listed in Section 1-07.18(2) of the Special Provisions.
2022 Overlay Summary of Fair Practices Policy
2022
2022 Overlay Summary of American Disabilities Act Policy
2022
City of Renton
Contract Provisions for
2022 Overlay
______________________________________________________________________________
III. PROJECT PROPOSAL
Project Name: 2022 Overlay
City Contract Number: CAG-22-200
Company:
Address:
Telephone No.:
Fax No.:
Total Bid Amount:
$
2022 Overlay Proposal
2022
PROPOSAL
2022 Overlay
TO THE CITY OF RENTON
RENTON, WASHINGTON
Ladies and/or Gentlemen:
The undersigned (Bidder) hereby certify that the Bidder has examined the location and
construction details of the proposed work, has read and thoroughly understands the Contract
Documents governing the work, and the nature of the work, and the method by which
payment will be made for said work. Bidder hereby proposes to undertake and complete the
work detailed in and in accordance with these Contract Documents, for the Total Bid Amount
shown on the attached Schedule of Prices.
The Bidder understands that the quantities mentioned herein are approximate only and are
subject to increase or decrease, and hereby proposes to perform all quantities of work as either
increased or decreased in accordance with the Contract Documents.
As evidence of good faith, pursuant to RCW 35.23.352(1), an original Bid Proposal Deposit in the
form of (check one) bid bond, or cashier's check (made payable to the City of Renton), or
postal money order (made payable to the City of Renton), in an amount equal to five percent
(5%) of the Total Bid Amount, is attached hereto.
If a bid bond is signed by an attorney -in-fact, Bidder agrees that the power of attorney authorizing
such execution must be current and enforceable, be properly executed by the Surety in
accordance with the Surety’s by-laws or other applicable rules and resolutions, and include all
necessary corporate seals, signatures, and notaries.
Bidder understands that Contract Award or Bid rejection will occur within 45 calendar days after
the opening of bids, as specified in Section 1-03.2 of the Standard Specifications.
Bidder further understands that should Bidder fail to enter into this contract in accordance with
his or her Bid and furnish a contract bond within a period of ten (10) days from the date at which
he or she is notified that he or she is the successful bidder, the Bid Proposal Deposit shall be
forfeited to the City of Renton, as set forth in RCW 35A.40.200 and RCW 35.23.352
Bidder hereby agrees to complete the Physical Work in all respects within 40 working days.
Contract time shall begin on the first working day following the Notice to Proceed date.
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
1 ROADWAY SURVEYING 1-05.4 L.S. 1
2 LICENSED SURVEYING 1-05.4 FA. 1 $8,000.00 $8,000.00
3 SPCC PLAN 1-07 L.S. 1
4 MOBILIZATION 1-09 L.S. 1
5 PROJECT TEMPORARY TRAFFIC CONTROL 1-10 L.S. 1
6 TRAFFIC CONTROL SUPERVISOR 1-10 L.S. 1
7 PEDESTRIAN TRAFFIC CONTROL 1-10 L.S. 1
8 FLAGGERS 1-10 HR 640
9 OTHER TRAFFIC CONTROL LABOR 1-10 HR 180
10 CONSTRUCTION SIGNS CLASS A 1-10 S.F. 1,296
11 SEQUENTIAL ARROW 1-10 HR 1,848
12 PORTABLE CHANGEABLE MESSAGE SIGN 1-10 HR 5,280
13 OFF-DUTY POLICE OFFICER WITH MARKED
PATROL CAR 1-10 HR 88
14 REMOVING ASPHALT CONC. PAVEMENT 2-02 S.Y. 470
15 ROADWAY EXCAVATION INCL. HAUL 2-03 C.Y. 140
16 UNSUITABLE FOUNDATION EXCAVATION,
INCL. HAUL 2-03 C.Y. 20
17 LOCATE EXISTING UTILTIES 2-09 LS 1
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in
dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures
in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total
amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
SCHEDULE OF PRICES
2022 Overlay
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
2022 Overlay
TEDXXXXXX Page 1 of 3
Schedule of Prices
2022
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in
dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures
in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total
amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
SCHEDULE OF PRICES
2022 Overlay
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
18 CRUSHED SURFACING BASE COURSE 4-04 TON 150
19 PLANING BITUMINOUS PAVEMENT 5-04 S.Y. 18,300
20 PAVEMENT REPAIR EXCAVATION, INCL. HAUL 5-04 S.Y. 1,700
21 HMA CL. 1/2 IN. PG 58H-22 5-04 TON 2,300
22 COMMERCIAL HMA 5-04 TON 150
23 TEMPORARY HMA 5-04 TON 40
24 JOB MIX COMPLIANCE ADJUSTMENT 5-04 CALC 1 $0.00 $0.00
25 COMPACTION PRICE ADJUSTMENT 5-04 CALC 1 $0.00 $0.00
26 ADJUST MANHOLE 5-04 EACH 18
27 ADJUST EXISTING CATCH BASIN 5-04 EACH 9
28 ADJUST WATER VALVE BOX 5-04 EACH 26
29 ADJUST GAS VALVE BOX 5-04 EACH 20
30 ADJUST MONUMENT CASE 5-04 EACH 10
31 ROOF DRAIN 7-04 EACH 4
32 EROSION CONTROL AND WATER POLLUTION
PREVENTION 8-01 LS 1
33 INLET PROTECTION 8-01 EACH 42
34 STREET CLEANING 8-01 HR 128
2022 Overlay
TEDXXXXXX Page 2 of 3
Schedule of Prices
2022
ITEM
NO.ITEM DESCRIPTION SPEC.
SECTION UNIT QUANTITY UNIT PRICE* EXTENSION
NOTE: Unit prices for all items, all extensions, and total amount of bid shall be shown. Enter unit prices in numerical figures only, in
dollars and cents to two (2) decimal places (including whole dollar amounts). All figures must be clearly legible. Bids with illegible figures
in the Unit Price column will be regarded as nonresponsive and rejected. Where conflict occurs between the unit price and the total
amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto.
SCHEDULE OF PRICES
2022 Overlay
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
35 CEMENT CONC. VALLEY GUTTER 8-04 LF 300
36 RAISED PAVEMENT MARKER TYPE 1 8-09 HD 8.50
37 RAISED PAVEMENT MARKER TYPE 2 8-09 HD 2.00
38 PERMANENT SIGNING 8-21 LS 1
39 PLASTIC LINE 8-22 HR 9,940
40 PLASTIC CROSSWALK LINE 8-22 HR 415
41 PLASTIC STOP LINE 8-22 HR 218
42 PLASTIC TRAFFIC ARROW 8-22 HR 7
43 TEMPORARY PAVEMENT MARKING - SHORT
DURATION 8-23 HR 9,400
TOTAL BID AMOUNT =
*NOTE: All applicable sales tax shall be included in the unit and lump sum bid price per section 1-07.2(1) and WAC 458-20-171.
2022 Overlay
TEDXXXXXX Page 3 of 3
Schedule of Prices
2022
2022 Overlay Local Agency Non-Collusion Declaration
2022
2022 Overlay Local Agency Subcontractor List
2022
2022 Overlay Proposal For Incorporating Recycled Materials
2022
2022 Overlay Contractor Certification, Wage Law Compliance – Responsibility Criteria
2022
2022 Overlay Proposal – Signature Page
2022
PROPOSAL SIGNATURE PAGE
By signing below, Bidder acknowledges receipt and understanding of the following Addenda to
the Bid Documents:
Addendum No. Date of Receipt Addendum No. Date of Receipt
1
3
2
4
NOTE: A Proposal may be considered irregular and may be rejected if the receipt of Addenda is not acknowledged.
The bidder is hereby advised that by signature of this proposal he/she is deemed to have
acknowledged all requirements and signed all certificates contained herein.
[Signature of Authorized Official] * [Business Name]
[Printed Name] [Address Line 1]
[Title] [Address Line 2]
[Date] [Telephone Number]
* NOTE: Evidence of the signatory’s authority to sign the Proposal on behalf of the business entity shall be
submitted with the Bid. Otherwise, the submitted Bid will be considered irregular and non -responsive
and the Bid may be rejected.
NOTE: The address and phone number listed above will be used for all communications regarding this proposal.
Type of business entity (e.g. corporation, partnership, etc.):
2022 Overlay Proposal – Signature Page
2022
State of Incorporation, or State where business entity was formed:
WA State Contractor’s Registration #
UBI #
Industrial Insurance Account #
Employment Security Department #
State Excise Tax Registration #
DUNS #
N/A
The Surety Company which will furnish the required Contract Bond is
[Surety] [Address Line 1]
[Telephone Number] [Address Line 2]
2022 Overlay Proposal Bid Bond to the City of Renton
2022
PROPOSAL BID BOND TO THE CITY OF RENTON
KNOW ALL MEN BY THESE PRESENTS, That we, [Bidder] _________________________________
of [address] ______________________________________________________ as Principal, and
[Surety] _________________________________________ a corporation organized and existing
under the laws of the State of ________________________ as a surety corporation, and qualified
under the laws of the State of Washington to become surety upon bonds of contractors with
municipal corporations, as Surety, are jointly and severally held and firmly bound unto the City
of Renton in the full sum of five (5) percent of the total bid amount of the proposal of said
Principal for the work hereinafter described, for the payment of which, well and truly to be made,
we bind ourselves and our heirs, executors, administrators and assigns, and successors and
assigns, jointly and severally, firmly by these presents.
The condition of the bond is such, that whereas the Principal herein is herewith submitting
his/her or its sealed proposal for the following public works construction project, to wit:
2022 Overlay
said bid and proposal, by reference thereto, being made a part hereof.
NOW, THEREFORE, If the said proposal bid by said Principal be accepted, and the contract be
awarded to said Principal, and if said Principal shall duly make and enter into and execute said
contract and shall furnish contract bond as required by the City of Renton within a period of ten
(10) days from and after said award, exclusive of the day of such award, then this obligation shall
be null and void, otherwise it shall remain and be in full force and effect.
IN THE EVENT, the Principal, following award, fails to execute an Agreement with the City of
Renton in accordance with the terms of the Proposal and furnish a contract bond with Surety or
Sureties approved by the City of Renton within ten (10) days from and after said award, then
Principal shall forfeit the Bid Bond/Bid Proposal Deposit or Surety shall immediately pay and
forfeit to the City of Renton the amount of the Proposal Bid Bond, as set forth in RCW 35A.40.200
and RCW 35.23.352.
This Proposal Bid Bond shall be governed and construed by the law s of the State of Washington,
and venue shall be in King County, Washington.
IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be signed and
sealed this ________ day of ____________________, 20______.
2022 Overlay Proposal Bid Bond to the City of Renton
2022
PRINCIPAL SURETY
[Principal] [Surety]
[Signature of Authorized Official] [Signature of Authorized Official]
[Printed Name] [Printed Name]
[Title] [Title]
[Date] [Date]
Name and address of local office of
Agent and/or Surety Company:
Telephone:
Surety WAOIC #
Surety NAIC #
City of Renton
Contract Provisions for
2022 Overlay
______________________________________________________________________________
IV. AGREEMENT FORMS
2022 Overlay Agreement
2022
AGREEMENT
CONTRACT NO. CAG-22-200
THIS AGREEMENT, made and entered into this ________ day of ________________, ________
by and between the CITY OF RENTON, a municipal corporation of the State of Washington,
hereinafter referred to as “City” and _______________________________________________,
hereinafter referred to as “Contractor.”
WITNESSETH: That in consideration of the terms and con ditions contained herein and attached
and made a part of this agreement, the parties hereto covenant and agree as follows:
1. The Contractor shall do all work and furnish all tools, materials, and equipment for:
2022 Overlay in accordance with and as described in the attached plans and specifications,
and the 2022 Standard Specifications for Road, Bridge, and Municipal Construction, as
prepared by the Washington State Department of Transportation (WSDOT) and the
Washington State Chapter of the American Public Works Association (APWA) which are by
this reference incorporated herein and made part hereof and, shall perform any changes in
the work in accord with the Contract Documents.
The Contractor shall provide and bear the e xpense of all equipment, work and labor, of any
sort whatsoever that may be required for the transfer of materials and for constructing and
completing the work provided for in these Contract Documents except those items
mentioned therein to be furnished by the City.
2. The City hereby promises and agrees with the Contractor to employ, and does employ the
Contractor to provide the materials and to do and cause to be done the above described work
and to complete and furnish the same in accord with the attached plans and specifications
and the terms and conditions herein contained and hereby contracts to pay for the same
according to the attached specifications and the schedule of unit or itemized prices at the
time and in the manner and upon the conditions provided for in this contract
The sum total of all progress payments is not to exceed the Total Bid Amount listed in the
Schedule of Prices incorporated into this contract , unless the Total Bid Amount is amended
by change order(s) prepared and executed in accordance with these Contract Documents .
3. The Contractor for himself/herself, and for his/her heirs, executors, administrators,
successors, and assigns, does hereby agree to full performance of all covenants required of
the Contractor in the contract.
2022 Overlay Agreement
2022
4. It is further provided that no liability shall attach to the City by reason of entering into this
contract, except as provided herein.
5. In the event litigation is commenced to enforce this contract, the prevailing party shall be
entitled to recover its costs, including reasonable attorney’s and expert witness fees.
6. This contract is executed in two (2) identical counterparts, by the parties, each of which shall
for all purposes be deemed and original.
IN WITNESS WHEREOF, the Contractor has executed this instrument, on the day and year first
below written and the Mayor has caused this instrument to be executed by and in the name of
the City of Renton the day and year first above written.
CONTRACTOR CITY OF RENTON
[Signature of Authorized Official] * Denis Law, Mayor
[Title] ATTEST
[Business Name] Jason Seth, City Clerk
[Date]
* NOTE: E vidence of the signatory’s authority to sign the Agreement on behalf of the business entity shall be
submitted.
CONTRACTOR ADDRESS FOR GIVING NOTICES CITY OF RENTON ADDRESS FOR GIVING NOTICES
Transportation Systems Division
Renton City Hall – 5th Floor
1055 South Grady Way
Renton, WA 98057
2022 Overlay Contract Bond to the City of Renton
2022
CONTRACT BOND TO THE CITY OF RENTON
Bond No. ________________
KNOW ALL MEN BY THESE PRESENTS, That we, [Contractor] ______________________________
of [address] ______________________________________________________ as Principal, and
[Surety] _________________________________________ a corporation organized and existing
under the laws of the State of ________________________ as a surety corporation, and qualified
under the laws of the State of Washington to become surety upon bonds of contractors with
municipal corporations, as Surety, are jointly and severally held and firmly bound to the City of
Renton (City) in the penal sum of $ ____________________________ Total Contract Amount, for
the payment of which sum on demand we bind ourselves and our heirs, executors, administrators
and assigns, successors and assigns, or person representatives, as the case may be.
This obligation is entered into pursuant to the statutes of the State of Washington, the Ordinance
of the City of Renton.
Dated at _____________, Washington, this ________ day of ____________________, 20______.
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, under and pursuant to Contract No. CAG-22-200 providing for construction of the
2022 Overlay; the Principal has accepted, or is about to accept, the Contract, and undertake to
perform the Work therein provided for in the manner and within the time set forth.
NOW, THEREFORE, by executing this Contract Bond, a combined Performance and Payment
Bond, Surety indemnifies and holds the City, its officers, agents and assigns harmless from all
claims, liabilities, causes of action, damages and costs, including property damages and personal
injuries, resulting from any defect appearing or developing in the material provided or
workmanship performed under the Contract AND for such payments for labor, equipment, and
materials by satisfying all claims and demands incurred under the Contract, and reimbursing and
paying City all expenses that City may incur in making good any default by Principal.
FUTHERMORE, this Contract Bond shall be satisfied and released only upon the condition that
Principal:
• Faithfully performs all provisions of the Contract and changes authorized by City in the
manner and within the time specified as may be extended under the Contract;
• Pays all persons in accordance with RCW 39.08, 39.12 and 60.28 including all workers,
laborers, mechanics, subcontractors, lower tier subcontractors, material persons, and all
other persons or agents who supply labor, equipment, or materials to the Project;
• Pays all taxes incurred on said contract under title 50 and 51 Revised Code of Washington
(RCW) and all taxes imposed on the Principle under Title 82 RCW;
• Receives a written discharge from City, signed by the Mayor or by a duly authorized
representative of City.
2022 Overlay Contract Bond to the City of Renton
2022
No change, extension of time, alteration, or addition to the terms of the Contract or to the Work
to be performed under the Contract shall in any way affect Surety's obligation on the Contract
Bond. Surety hereby waives notice of any change, extension of time, alteration, or addition to
the terms of the Contract or the Work, with the exception that Surety shall be notified if the
Contract time is extended by more than twenty percent (20%).
If any modification or change increases the total amount to be paid under the Contract, Surety's
obligation under this Contract Bond shall automatically increase in a like amount. Any such
increase shall not exceed twenty-five percent (25%) of the original amount of the Contract Bond
without the prior written consent of Surety.
This Contract Bond shall be governed and construed by the laws of the State of Washington, and
venue shall be in King County, Washington.
This Contract Bond shall be executed in two (2) original counterparts, and shall be signed by the
parties’ duly authorized officers. This Contract Bond will only be accepted if is accompanied by a
fully executed and original power of attorney for the office executing on behalf of the Surety.
PRINCIPAL SURETY
[Principal] [Surety]
[Signature of Authorized Official] [Signature of Authorized Official]
[Printed Name] [Printed Name]
[Title] [Title]
[Date] [Date]
Name and address of local office of
Agent and/or Surety Company:
Telephone:
2022 Overlay Fair Practices and Non-Discrimination Declaration
2022
FAIR PRACTICES AND NON-DISCRIMINATION POLICY
DECLARATION
I, by signing the Agreement, hereby declare, under penalty of perjury under the laws of the
United States that the following statements are true and correct:
1. That the undersigned person(s), firm, association or corporation affirms and subscribes to the
Fair Practices and Non-discrimination policies set forth by the law and by City of Renton
policy, adopted by Resolution No. 4085.
2. That by signing the signature page of this Agreement, I am deemed to have signed and to
have agreed to the provisions of this declaration.
2022 Overlay Retainage Method Selection
2022
RETAINAGE METHOD SELECTION
CONTRACT NO. CAG-22-200
Project Name: 2022 Overlay
In accordance with Specification Section 1-09.9(1) and RCW 60.28, a sum of five percent (5%) of
the monies earned by the Contractor will be retained from progress payments. The Contractor
may select one of two options for the monies retained:
1. Retained in a fund by the Contracting Agency, or
2. Deposited by the Contracting Agency in an escrow (interest -bearing) account in a bank,
mutual saving bank, or savings and loan association (interest on monies so retained shall be
paid to the Contractor). Deposits are to be in the name of the Contracting Agency and are
not to be allowed to be withdrawn without the C ontracting Agency’s written authorization.
The Contracting Agency will issue a check representing the sum of the monies reserved,
payable to the bank or trust company. Such check shall be converted into bonds and
securities chosen by the Contractor as the interes t accrues.
Option selected by Contractor: Option 1 Option 2
Contractor: ____________________________________________________________________
By: ___________________________________________________________________________
Date: _________________________
Required information if Option 2 is selected:
Name of bank or trust company: ___________________________________________________
Address: ______________________________________________________________________
Agent name: ___________________________________________________________________
Agent phone number: ___________________________________________________________
Account Number: _______________________________________________________________
Contractor assumes full responsibility to pay all costs that may accrue from escrow services,
brokerage charges or both, and further agrees to assume all risks in connection with the
investment of the retained percentages in securities.
City of Renton
Contract Provisions for
2022 Overlay
______________________________________________________________________________
V. CONTRACT SPECIFICATIONS
City of Renton
Contract Provisions for
2022 Overlay
______________________________________________________________________________
1. Special Provisions
2022 Overlay SP i Special Provisions
2022
Table of Contents
Introduction To The Special Provisions .............................................................................................. SP 1
Description of Work .......................................................................................................................... SP 2
1-02 BID PROCEDURES AND CONDITIONS .................................................................................... SP 4
1-03 AWARD AND EXECUTION OF CONTRACT ............................................................................. SP 11
1-04 SCOPE OF WORK ................................................................................................................. SP 14
1-05 CONTROL OF WORK ............................................................................................................ SP 15
1-06 CONTROL OF MATERIAL ...................................................................................................... SP 21
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ................................................... SP 22
1-08 PROSECUTION AND PROGRESS ........................................................................................... SP 31
1-09 MEASUREMENT AND PAYMENT .......................................................................................... SP 36
1-10 TEMPORARY TRAFFIC CONTROL ........................................................................................... SP 39
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ................................................................. SP 43
2-03 ROADWAY EXCAVATION AND EMBANKMENT ...................................................................... SP 45
2-04 HAUL ................................................................................................................................... SP 48
2-07 WATERING ........................................................................................................................... SP 49
2-09 STRUCTURE EXCAVATION .................................................................................................... SP 49
3-01 PRODUCTION FROM QUARRY AND PIT SITES........................................................................ SP 52
4-04 BALLAST AND CRUSHED SURFACING .................................................................................... SP 53
5-04 HOT MIX ASPHALT .............................................................................................................. SP 54
7-04 STORM SEWERS ................................................................................................................... SP 85
7-05 MANHOLES, INLETS, CATCH BASINS AND DRYWELLS ............................................................ SP 85
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL ....................................................... SP 88
8-04 CURB, GUTTERS, AND SPILLWAYS ........................................................................................ SP 89
8-09 RAISED PAVEMENT MARKERS .............................................................................................. SP 90
8-21 PERMANENT SIGNING .......................................................................................................... SP 91
8-22 PAVEMENT MARKING .......................................................................................................... SP 92
2022 Overlay SP ii Special Provisions
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9-03 AGGREGATES ....................................................................................................................... SP 94
APPENDICES .................................................................................................................................... SP 94
2022 Overlay SP 1 Special Provisions
2022
SPECIAL PROVISIONS
INTRODUCTION TO THE SPECIAL PROVISIONS
(December 10, 2020 APWA GSP)
The work on this project shall be accomplished in accordance with the Standard Specifications for Road,
Bridge and Municipal Construction , 2022 edition, as issued by the Washington State Department of
Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter
(hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by
these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the
Work.
These Special Provisions are made up of both General Special Provisions (GSPs) from various sources,
which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either
supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The
deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications
is meant to pertain only to that particular portion of the section, and in no way should it be interpreted
that the balance of the section does not apply.
The project-specific Special Provisions are not labeled as such. The GSPs are labele d under the headers
of each GSP, with the effective date of the GSP and its source, as follows:
(May 18, 2013 APWA GSP)
(April 1, 2013 WSDOT GSP)
(*****) Project Specific Special Provision added by City of Renton
Also incorporated into the Contract Documents by reference are:
• Manual on Uniform Traffic Control Devices for Streets and Highways , currently adopted edition, with
Washington State modifications, if any
• Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition
• City of Renton Standard Details, City of Renton Public Works Department, Current Edition
• Public Rights-Of-Way Accessibility Guidelines (PROWAG), current edition
Contractor shall obtain copies of these publications, at Contractor’s own expense.
2022 Overlay SP 2 Special Provisions
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DIVISION 1 – GENERAL REQUIREMENTS
DESCRIPTION OF WORK
(March 13, 1995 WSDOT GSP)
This Contract provides for the improvement of 2022 Overlay and other work, all in accordance with the
attached Contract Plans, these Contract Provisions, and the Standard Specifications.
1-01.3 Definitions
(January 19, 2022 APWA GSP)
Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with
the following:
Dates
Bid Opening Date
The date on which the Contracting Agency publicly opens and reads the Bids.
Award Date
The date of the formal decision of the Contracting Agency to accept the lowest responsible and
responsive Bidder for the Work.
Contract Execution Date
The date the Contracting Agency officially binds the Agency to the Contract.
Notice to Proceed Date
The date stated in the Notice to Proceed on which the Contract time begins.
Substantial Completion Date
The day the Engineer determines the Contracting Agency has full and unrestricted use and
benefit of the facilities, both from the operational and safety standpoint, any remaining traffic
disruptions will be rare and brief, and only minor incidental work, replacement of temporary
substitute facilities, plant establishment periods, or correction or repair remains for the Physical
Completion of the total Contract.
Physical Completion Date
The day all of the Work is physically completed on the project. All documentation required by
the Contract and required by law does not necessarily need to be furnished by the Contractor by
this date.
Completion Date
The day all the Work specified in the Contract is completed and all the obligations of the
Contractor under the contract are fulfilled by the Contractor. All documentation required by the
Contract and required by law must be furnished by the Contractor before establishment of this
date.
Final Acceptance Date
The date on which the Contracting Agency accepts the Work as complete.
2022 Overlay SP 3 Special Provisions
2022
Supplement this Section with the following:
All references in the Standard Specifications or WSDOT General Special Provisions, to the terms
“Department of Transportation”, “Washington State Transportation Commission”, “Commission”,
“Secretary of Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be revised
to read “Contracting Agency”.
All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless
the reference is to an administrative agency of the State of Washington, a State statute or
regulation, or the context reasonably indicates otherwise.
All references to “State Materials Laboratory” shall be revised to read “Contracting Agency
designated location”.
All references to “final contract voucher certification” shall be interpreted to mean the Contracting
Agency form(s) by which final payment is authorized, and final completion and acceptance granted.
Additive
A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, which
may, at the discretion of the Contracting Agency, be awarded in addition to the base bid.
Alternate
One of two or more units of work or groups of bid items, identified separately in the Bid Proposal,
from which the Contracting Agency may make a choice between different methods or material of
construction for performing the same work.
Business Day
A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5.
Contract Bond
The definition in the Standard Specifications for “Contract Bond” applies to whatever bond form(s)
are required by the Contract Documents, which may be a combination of a Payment Bond and a
Performance Bond.
Contract Documents
See definition for “Contract”.
Contract Time
The period of time established by the terms and conditions of the Contract within which the Work
must be physically completed.
Notice of Award
The written notice from the Contracting Agency to the successful Bidder signifying the Contracting
Agency’s acceptance of the Bid Proposal.
2022 Overlay SP 4 Special Provisions
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Notice to Proceed
The written notice from the Contracting Agency or Engineer to the Contractor authorizing and
directing the Contractor to proceed with the Work and establishing the date on which the Contract
time begins.
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian
traffic.
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this Section and replace it with the following:
1-02.1 Qualifications of Bidder
(January 24, 2011 APWA GSP)
Before award of a public works contract, a bidder must meet at least the minimum qualifications of
RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works
project.
1-02.2 Plans and Specifications
(June 27, 2011 APWA GSP)
Delete this section and replace it with the following:
Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids
(Advertisement for Bids) for the work.
After award of the contract, Plans and specifications will be issued to the Contractor at no cost as
detailed below:
To Prime Contractor No. of Sets Basis of Distribution
Reduced Plans (11" x 17") 2 Furnished automatically upon
award.
Contract Provisions 2 Furnished automatically upon
award.
Large Plans (e.g., 22" x 34") 2 Furnished only upon request.
Additional Plans and Contract Provisions may be obtained by the Contractor from the source stated
in the Call for Bids, at the Contractor’s own expense.
2022 Overlay SP 5 Special Provisions
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1-02.4 Examination of Plans, Specifications and Site of Work
1-02.4(1) General
(January 19, 2022 APWA GSP Option B)
The first sentence of the ninth paragraph, beginning with “Any prospective Bidder desiring…”, is revised
to read:
Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall
request the explanation or interpretation in writing by close of business 5 business days preceding
the bid opening to allow a written reply to reach all prospective Bidders before the submission of
their Bids.
1-02.4(2) Subsurface Information
(January 19, 2022 APWA GSP)
The third and fourth sentences in the first paragraph are revised to read:
The Summary of Geotechnical Conditions and the boring logs, if and when included as an appendix
to the Special Provisions, shall be considered as part of the Contract. The boring logs and associated
data, if and when included as an appendix to the Special Provisions, shall be considered as part of
the Contract.
1-02.5 Proposal Forms
(******)
Delete Section 1-02.5 and replace it with the following:
The Proposal Form will identify the project and its location and describe the work. It will also list
estimated quantities, units of measurement, the items of work, and the materials to be furnished at
the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not
limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where
applicable, retail sales taxes and acknowledgment of addenda; the bidder’s name, address, tel ephone
number, and signature; a State of Washington Contractor’s Registration Number; Unified Business
Identifier (UBI); Industrial Insurance Account Number, Employment Security Department Number and
State Excise Tax Registration Number. Bids shall be completed by typing or shall be printed in ink by
hand, preferably in black ink. The required certifications are included as part of the Proposal Form.
The Contracting Agency reserves the right to arrange the proposal forms with alternates and
additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates
and additives set forth in the Proposal Form unless otherwise specified.
2022 Overlay SP 6 Special Provisions
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1-02.6 Preparation of Proposal
(******)
Delete Section 1-02.6 and replace it with the following:
The Contracting Agency will accept only those Proposals properly executed on the physical forms it
provides, or electronic forms that the Bidder has been authorized to access. Unless it approves in
writing, the Contracting Agency will not accept Proposals on forms attached to the Plans and stamped
“Informational”.
All prices shall be in legible figures (not words) written in ink or typed, and expressed in U.S. dollars
and cents. The Proposal shall include:
1. A unit price for each item (omitting digits more than four places to the right of the decimal point),
2. An extension for each unit price (omitting digits more than two places to the right of the decimal
point), and
3. The Total Bid Amount (the sum of all extensions).
4. If a minimum bid amount has been established for any item, the unit or lump sum price must
equal or exceed the minimum amount stated.
5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the
signer of the bid.
In the space provided on the signature sheet, the Bidder shall confirm that all Addenda have been
received.
The Bidder shall submit with the Bid a list of:
1. Subcontractors who will perform the work of heating, ventilation and air conditioning, plumbing
as described in RCW 18.106 and electrical as described in RCW 19.28, and
2. The work those Subcontractors will perform on the Contract.
3. Shall not list more than one Subcontractor for each category of work identified, except, when
Subcontractors vary with Bid alternates, in which case the Bidder shall identify which
Subcontractor will be used for which alternate.
If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any Subcontractor
to perform those items of work.
The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.
Evidence of the signatory’s authority to sign the Bid Proposa l on behalf of the business entity shall
be submitted with the Bid Proposal. Otherwise, the submitted Bid Proposal will be considered
irregular and non-responsive and may be rejected.
2022 Overlay SP 7 Special Provisions
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1-02.6(1) Recycled Materials Proposal
(******)
Section 1-02.6(1) is an added new section:
The Bidder shall submit with the Bid, its proposal for incorporating recycled materials into the
project, using the form provided in the Contract Provisions. Otherwise, the submitted Bid Proposal
will be considered irregular and non-responsive and will be rejected.
1-02.6(2) Certification of Compliance with Wage Payment Statutes
(******)
Section 1-02.6(2) is an added new section:
The Bidder shall submit with the Bid a completed and signed “Contractor Certification, Wage Law
Compliance – Responsibility Criteria, Washington State Public Works Contracts” document where the
Bidder under penalty of perjurty verifies that the Bidder is in compliance with reponsibile bidder
criteria in RCW 39.04.350 subsection (1)(g), as required per Section 1-02.14. Otherwise, the submitted
Bid Proposal will be considered irregular and non-responsive and will be rejected.
The Bidder may use the form provided in the Bid Documents. The form is also available at
http://wsdot.wa.gov/forms/pdfForms.html. The Bidder may download, print, complete and sign the
form to include with Bid. The DOT Form, DOT Form Number and revision date must match the form
included in the Bid Documents, otherwise the Bid will be regarded as irregular and non-responsive
and the Bid will be rejected.
1-02.7 Bid Deposit
(March 8, 2013 APWA GSP)
Supplement this section with the following:
Bid bonds shall contain the following:
1. Contracting Agency-assigned number for the project;
2. Name of the project;
3. The Contracting Agency named as obligee;
4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents
five percent of the maximum bid amount that could be awarded;
5. Signature of the bidder’s officer empowered to sign official statements. The signature of the
person authorized to submit the bid should agree with the signature on the bond, and the title of
the person must accompany the said signature;
6. The signature of the surety’s officer empowered to sign the bond and the power of attorney.
2022 Overlay SP 8 Special Provisions
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If so stated in the Contract Provisions, bidder must use the bond form included in the Contract
Provisions.
If so stated in the Contract Provisions, cash will not be accepted for a bid deposit.
1-02.7(1) Bid Bond, Cashier’s Check, Postal Money Order
(******)
Section 1-02.7(1) is an added new section:
As evidence of good faith, pursuant to RCW 35.23.352(1), an original Bid Proposal Deposit in the form
of either a bid bond, cashier’s check or postal money order in an amount equal to five percent (5%)
of the Total Bid Amount shall be submitted with the Bi d Proposal.
If the Bidder elects to provide a bid bond, the Proposal Bid Bond form included in the Bid Documents
shall be used. Otherwise, the Bid Proposal will be considered irregular and non-responsive and the
Bid Proposal will be rejected.
If the Bidder elects to provide a cashier’s check, it shall be made payable to the City of Renton.
If the Bidder elects to provide a postal money order, it shall be made payable to the City of Renton.
Cash will not be accepted for a bid deposit.
1-02.9 Delivery of Proposal
(******)
Delete Section 1-02.9 and replace it with the following:
Each proposal shall be submitted in a sealed envelope, with the Project Name and Project Number as
stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required in
the Bid Documents, to ensure proper handling and delivery.
Proposals that are received as required will be publically opened and read as specified in Section 1-
02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the
time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that
specified in the Call for Bids.
1-02.10 Withdrawing, Revising, or Supplementing Proposal
(July 23, 2015 APWA GSP)
Delete this section, and replace it with the following:
After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise,
or supplement it if:
1. The Bidder submits a written request signed by an authorized person and physically delivers it to
the place designated for receipt of Bid Proposals, and
2022 Overlay SP 9 Special Provisions
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2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and
3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before
the time set for receipt of Bid Proposals.
If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received before the time
set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to
the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the
Bidder does not submit a revised or supplemented package, then its bid shal l be considered
withdrawn.
Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the
Contracting Agency and returned unopened. Mailed, e-mailed, or faxed requests to withdraw, revise
or supplement a Bid Proposal are not acceptable.
1-02.12 Public Opening of Proposals
(******)
Supplement Section 1-02.12 with the following:
The Contracting Agency reserves the right to postpone the date and/or time that sealed bids are due
and the bid opening. Notification to all bidders of any change will be by addenda.
1-02.13 Irregular Proposals
(******)
Delete Section 1-02.13 and replace it with the following:
1. A proposal will be considered irregular and will be rejected if:
a. The Bidder is not prequalified when so required;
b. The authorized proposal form furnished by the Contracting Agency is not used or is altered;
c. The completed proposal form contains any unauthorized additions, deletions, alternate Bids,
or conditions;
d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the
Contract;
e. A price per unit cannot be determined from the Bid Proposal;
f. The Proposal form is not properly executed;
h. The Bidder fails to submit with their Bid Proposal, an original Bid Proposal Deposit in an
amount equal to five percent (5%) of the Total Bid Amount, as required in Section 1-02.7;
i. The Bidder elects to provide a Bid Bond for the Bid Proposal Deposit and does not submit or
properly execute the Proposal Bid Bond form included in the Bid Documents, as required in
Section 1-02.7(1);
2022 Overlay SP 10 Special Provisions
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j. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required
in Section 1-02.6;
k. The Bidder fails to submit or properly complete the Proposal for Incorporating Recycled
Materials into the Project document, as required in Section 1-02.6(1).
l. The Bidder fails to submit or properly execute the Contractor Certification, Wage Law
Compliance – Responsibility Criteria, Washington State Public Works Contractors document,
as required in Section 1-02.6(2).
m. The Bid Proposal does not constitute a definite and unqualified offer to meet the material
terms of the Bid invitation; or
n. More than one proposal is submitted for the same project from a Bidder under the same or
different names.
2. A Proposal may be considered irregular and may be rejected if:
a. The Proposal does not include a unit price for every Bid item;
b. Any of the unit prices are excessively unbalanced (either above or below the amount of a
reasonable Bid) to the potential detriment of the Contracting Agency;
c. Receipt of Addenda is not acknowledged;
d. A member of a joint venture or partnership and the joint venture or partnership submit
Proposals for the same project (in such an instance, both Bids may be rejected); or
e. If Proposal form entries are not made in ink.
3. A Proposal will be considered irregular and may be rejected if:
a. The Bidder fails to submit with their Bid Proposal, evidence of signatory’s authority to sign the
Bid Proposal on behalf of the business entity, as required in Section 1-02.6.
1-02.14 Disqualification of Bidders
(May 17, 2018 APWA GSP, Option A)
Delete this section and replace it with the following:
A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder
responsibility criteria in RCW 39.04.350(1), as amended.
The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria
in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency reserves the right to
request documentation as needed from the Bidder and third parties concerning the Bidder’s
compliance with the mandatory bidder responsibility criteria.
If the Contracting Agency determines the Bidder does not meet the mandatory bidder responsibil ity
2022 Overlay SP 11 Special Provisions
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criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the Contracting Agency shall
notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this
determination, it may appeal the determination within two (2) business days of the Contracting
Agency’s determination by presenting its appeal and any additional information to the Contracting
Agency. The Contracting Agency will consider the appeal and any additional information before
issuing its final determination. If the final determination affirms that the Bidder is not responsible,
the Contracting Agency will not execute a contract with any other Bidder until at least two business
days after the Bidder determined to be not responsible has received the Contracting Agency’s final
determination.
1-02.15 Pre Award Information
(August 14, 2013 APWA GSP)
Revise this section to read:
Before awarding any contract, the Contracting Agency may require one or more of these items or
actions of the apparent lowest responsible bidder:
1. A complete statement of the origin, composition, and manufacture of any or all materials to be
used,
2. Samples of these materials for quality and fitness tests,
3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time
required for the various phases of the work,
4. A breakdown of costs assigned to any bid item,
5. Attendance at a conference with the Engineer or representatives of the Engineer,
6. Obtain, and furnish a copy of, a business license to do business in the city or county where the
work is located.
7. Any other information or action taken that is deemed necessary to ensure that the bidder is the
lowest responsible bidder.
1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of Bids
(January 23, 2006 APWA GSP)
Revise the first paragraph to read:
After opening and reading proposals, the Contracting Agency will check them for correctness of
extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit
and the extended amount of any bid item, the price per unit will control. If a minimum bid amount
has been established for any item and the bidder’s unit or lump sum price is less than the minimum
specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the
2022 Overlay SP 12 Special Provisions
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minimum specified amount and recalculate the extension. The total of extensions, corrected where
necessary, including sales taxes where applicable and such additives and/or alternates as selected by
the Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the
Awarded Contract Price amount and the amount of the contract bond.
1-03.1(1) Identical Bid Totals
(January 4, 2016 APWA GSP)
Revise this section to read:
After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the tie-breaker
will be the Bidder with an equal lowest bid, that proposed to use the highest percentage of recycled
materials in the Project, per the form submitted with the Bid Proposal. If those percentages are also
exactly equal, then the tie-breaker will be determined by drawing as follows: Two or more slips of
paper will be marked as follows: one marked “Winner” and the other(s) marked “unsuccessful”. The
slips will be folded to make the marking unseen. The slips will be placed inside a box. One authorized
representative from each Bidder shall draw a slip from the box. Bidders shall draw in alphabetic order
by the name of the firm as registered with the Washington State Department of Licensing. The slips
shall be unfolded and the firm with the slip marked “Winner” will be determined to be the successful
Bidder and eligible for Award of the Contract. Only those Bidders who submitted a Bid total that is
exactly equal to the lowest responsive Bid, and with a proposed recycled materials percentage that is
exactly equal to the highest proposed recycled materials amount, are eligible to draw.
1-03.3 Execution of Contract
(January 19, 2022 APWA GSP)
Revise this section to read:
Within 3 calendar days of Award date (not including Saturdays, Sundays and Holidays), the
successful Bidder shall provide the information necessary to execute the Contract to the Contracting
Agency. The Bidder shall send the contact information, including the full name, email address, and
phone number, for the authorized signer and bonding agent to the Contracting Agency.
Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for
signature by the successful bidder on the first business day following award. The number of copies
to be executed by the Contractor will be determined by the Contracting Agency.
Within 10 calendar days after the award date, the successful bidder shall return the signed
Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, a
satisfactory bond as required by law and Section 1-03.4, the Transfer of Coverage form for the
Construction Stormwater General Permit with sections I, III, and VIII completed when provided.
Before execution of the contract by the Contracting Agency, the successful bidder shall provide any
pre-award information the Contracting Agency may require under Section 1-02.15.
Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor
shall any work begin within the project limits or within Contracting Agency-furnished sites. The
2022 Overlay SP 13 Special Provisions
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Contractor shall bear all risks for any work begun outside such areas and for any materials ordered
before the contract is executed by the Contracting Agency.
If the bidder experiences circumstances beyond their control that prevents return of the contract
documents within the calendar days after the award date stated above, the Contracting Agency may
grant up to a maximum of 10 additional calendar days for return of the documents, provided the
Contracting Agency deems the circumstances warrant it.
1-03.4 Contract Bond
(July 23, 2015 APWA GSP)
Delete the first paragraph and replace it with the following:
The successful bidder shall provide an executed payment and performance bond(s) for the full
contract amount. The bond may be combined payment and performance bond; or be separate
payment and performance bonds. In the case of separate payment and performance bonds, each shall
be for the full contract amount. The bond(s) shall:
1. Be on a Contracting Agency-furnished form;
2. Be signed by an approved surety (or sureties) that:
a. Is registered with the Washington State Insurance Commissioner, and
b. Appears on the current Authorized Insurance List in the State of Washington published
by the Office of the Insurance Commissioner,
3. Guarantee that the Contractor will perform and comply with all obligations, duties, and
conditions under the Contract, including but not limited to the duty and obligation to
indemnify, defend, and protect the Contracting Agency against all losses and claims related
directly or indirectly from any failure:
a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors
of the Contractor) to faithfully perform and comply with all contact obligations,
conditions, and duties, or
b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor)
to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person,
or any other person who provides supplies or provisions for carrying out the work;
4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project
under titles 50, 51, and 82 RCW; and
5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond;
and
6. Be signed by an officer of the Contractor empowered to sign official statements (sole
proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by the
president or vice-president, unless accompanied by written proof of the authority of the
2022 Overlay SP 14 Special Provisions
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individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of
attorney, or a letter to such effect signed by the president or vice-president).
1-03.7 Judicial Review
(November 30, 2018 APWA GSP)
Revise this section to read:
Any decision made by the Contracting Agency regarding the Award and execution of the Contract or
Bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington
Law. Such review, if any, shall be timely filed in the Superior Court of the county where the Contracting
Agency headquarters is located, provided that where an action is asserted against a county, RCW
36.01.050 shall control venue and jurisdiction.
1-04 SCOPE OF WORK
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications and Addenda
(December 10, 2020 APWA GSP)
Revise the second paragraph to read:
Any inconsistency in the parts of the contract shall be resolved by following this order of precedence
(e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):
1. Addenda,
2. Proposal Form,
3. Special Provisions,
4. Contract Plans,
5. Standard Specifications,
6. Contracting Agency’s Standard Plans or Details (if any), and
7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction.
1-04.6 Variation in Estimated Quantities
(July 23, 2015 APWA GSP, Option A)
Revise the first paragraph to read:
Payment to the Contractor will be made only for the actual quantities of Work performed and
accepted in conformance with the Contract. When the accepted quantity of Work performed under
a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all
Work unless the total accepted quantity of any Contract item, adjusted to exclude added or deleted
amounts included in change orders accepted by both parties, increases or decreases by more than
25 percent from the original Proposal quantity, and if the total extended bid price for that item at time
of award is equal to or greater than $10,000. In that case, payment for contract work may be adjusted
as described herein.
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1-05 CONTROL OF WORK
1-05.4 Conformity With and Deviation from Plans and Stakes
Section 1-05.4 is supplemented with the following:
(January 13, 2021 WSDOT GSP)
Contractor Surveying - Roadway
The Contracting Agency has provided primary survey control in the Plans.
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 sig nals, 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 shal l 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 "Definitio ns 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:
1. 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.
2. 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.
3. 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.
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4. 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
5. 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.
6. 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-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.
7. Establish intermediate elevation benchmarks as needed to check work throughout the
project.
8. 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.
9. For all other types of construction included in this provision, (including but not l imited 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 Horizontal
Slope stakes +0.10 feet +0.10 feet
Subgrade grade stakes set 0.04 feet
below grade
+0.01 feet +0.5 feet
(parallel to alignment)
+0.1 feet
(normal to alignment)
Stationing on roadway N/A +0.1 feet
Alignment on roadway N/A +0.04 feet
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Surfacing grade stakes +0.01 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)
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.
(April 4, 2011 WSDOT GSP)
Licensed Surveyors
The Contractor shall be responsible for reestablishing or locating legal survey markers such as GLO
monuments or property corner monuments, conduct boundary surveys to determine Contracting
Agency right-of-way locations, and obtain, review and analyze deeds and records as necessary to
determine these boundaries. The Contracting Agency will provide “rights of entry” as needed by the
Contractor to perform the work.
The Contractor shall brush out or clear and stake or mark the right-of-way lines as designated by the
Engineer.
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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 Contractors expense.
When required, the Contractor shall prepare and file a Record of Survey map in accordance with RCW
58.09 and provide a recorded copy to the Contracting Agency. The Contracting Agency will provide all
existing base maps, existing horizontal and vertical control, and other material available with
Washington State Plane Coordinate information to the Contractor. The Contracting Agency will also
provide maps, plan sheets, and/or aerial photographs clearly identifying the limits of the areas to be
surveyed. The Contractor shall establish Washington State Plane Coordinates on all points required in
the Record of Survey and other points designated in the Contract documents.
Existing right of way documentation, existing base maps, existing horizontal and vertical control
descriptions, maps, plan sheets, aerial photographs and all other available material may be viewed by
prospective bidders at the office of the Engineer.
The Contractor shall perform all of the necessary calculations for the contracted survey work and shall
provide copies of these calculations to the Contracting Agency. Electronic files of all survey data shall
be provided and in a format acceptable to the Contracting Agency.
All survey work performed by the Contractor shall conform to all applicable sections of the Revised
Code of Washington and the Washington Administrative Code.
The Contractor shall provide all traffic control, signing, and temporary traffic control devices in order
to provide a safe work zone.
Payment
Payment will be made in accordance with Section 1-09.6 for the following bid item when included in
the proposal:
1-05.7 Removal of Defective and Unauthorized Work
(October 1, 2005 APWA GSP)
Supplement this section with the following:
If the Contractor fails to remedy defective or unauthorized work within the time specified in a written
notice from the Engineer, or fails to perform any part of the work required by the Contract
Documents, the Engineer may correct and remedy such work as may be identified i n the written
notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem
necessary.
If the Contractor fails to comply with a written order to remedy what the Engineer determines to be
an emergency situation, the Engineer may have the defective and unauthorized work corrected
immediately, have the rejected work removed and replaced, or have work the Contractor refuses to
perform completed by using Contracting Agency or other forces. An emergency situation is any
situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or
might cause serious risk of loss or damage to the public.
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Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying
defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by
the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the
Contractor. Such direct and indirect costs shall include in particular, but without limitation,
compensation for additional professional services required, and costs for repair and replacement of
work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s
unauthorized work.
No adjustment in contract time or compensation will be allowed because of the delay in the
performance of the work attributable to the exercise of the Contracting Agency’s rights provided by
this Section.
The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s
right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s
failure to perform the work as required.
1-05.11 Final Inspection
Delete this section and replace it with the following:
1-05.11 Final Inspections and Operational Testing
(October 1, 2005 APWA GSP)
1-05.11(1) Substantial Completion Date
When the Contractor considers the work to be substantially complete, the Contractor shall so notify
the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor’s
request shall list the specific items of work that remain to be completed in order to reach physical
completion. The Engineer will schedule an inspection of the work with the Contractor to determine
the status of completion. The Engineer may also establish the Substantial Completion Date
unilaterally.
If, after this inspection, the Engineer concurs with the Contractor that the work is substantially
complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set
the Substantial Completion Date. If, after this inspection the Engineer does not consider the work
substantially complete and ready for its intended use, the Engineer will, by written notice, so notify
the Contractor giving the reasons therefore.
Upon receipt of written notice concurring in or denying substantial completion, whichever is
applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption,
the work necessary to reach Substantial and Physical Completion. The Contractor shall provide the
Engineer with a revised schedule indicating when the Contractor expects to reach substantial and
physical completion of the work.
The above process shall be repeated until the Engineer establishes the Substantial Completion Date
and the Contractor considers the work physically complete and ready for final inspection.
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1-05.11(2) Final Inspection and Physical Completion Date
When the Contractor considers the work physically complete and ready for final inspection, the
Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer
will set a date for final inspection. The Engineer and the Contractor will then make a final i nspection
and the Engineer will notify the Contractor in writing of all particulars in which the final inspection
reveals the work incomplete or unacceptable. The Contractor shall immediately take such corrective
measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued
vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This
process will continue until the Engineer is satisfied the listed deficiencies have been corrected.
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written
notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever
steps are necessary to correct those deficiencies pursuant to Section 1-05.7.
The Contractor will not be allowed an extension of contract time because of a delay in the
performance of the work attributable to the exercise of the Engineer’s right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency,
in writing, of the date upon which the work was considered physically complete. That date shall
constitute the Physical Completion Date of the contract, but shall not imply acceptance of the work
or that all the obligations of the Contractor under the contract have been fulfilled.
1-05.11(3) Operational Testing
It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and
operable system. Therefore when the work involves the installation of machinery or other mechanical
equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or
other similar work it may be desirable for the Engineer to have the Contractor operate and test the
work for a period of time after final inspection but prior to the physical completion date. Whenever
items of work are listed in the Contract Provisions for operational testing they shall be fully tested
under operating conditions for the time period specified to ensure their acceptability prior to the
Physical Completion Date. During and following the test period, the Contractor shall correct any items
of workmanship, materials, or equipment which prove faulty, or that are not in first class oper ating
condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during
this period shall be tested under the observation of the Engineer, so that the Engineer may determine
their suitability for the purpose for which they were installed. The Physical Completion Date cannot
be established until testing and corrections have been completed to the satisfaction of the Engineer.
The costs for power, gas, labor, material, supplies, and everything else needed to successfully
complete operational testing, shall be included in the unit contract prices related to the system being
tested, unless specifically set forth otherwise in the proposal.
Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s
guaranties or warranties furnished under the terms of the contract.
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1-05.13 Superintendents, Labor and Equipment of Contractor
(August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section.
1-05.14 Cooperation with Other Contractors
Section 1-05.14 is supplemented with the following:
(March 13, 1995 WSDOT GSP)
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:
2022 Curb Ramps for Overlay Project
1-05.15 Method of Serving Notices
(March 25, 2009 APWA GSP)
Revise the second paragraph to read:
All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence
from the Contractor constituting any notification, notice of protest, notice of dispute, or other
correspondence constituting notification required to be furnished under the Contract, must be in
paper format, hand delivered or sent via mail delivery service to the Project Engineer's office.
Electronic copies such as e-mails or electronically delivered copies of correspondence will not
constitute such notice and will not comply with the requirements of the Contract.
1-05.16 Water and Power
(October 1, 2005 APWA GSP)
Section 1-05.16 is an added new section:
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.
1-06 CONTROL OF MATERIAL
1-06.6 Recycled Materials
(January 4, 2016 APWA GSP)
Delete this section, including its subsections, and replace it with the following:
The Contractor shall make their best effort to utilize recycled materials in the construction of the
project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications.
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Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were
utilized in the construction of the project for each of the items listed in Section 9-03.21. The report
shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other
recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the
supplier). The Contractor’s report shall be provided on DOT form 350-075 Recycled Materials
Reporting.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.1 Laws to be Observed
(October 1, 2005 APWA GSP)
Supplement this section with the following:
In cases of conflict between different safety regulations, the more stringent regulation shall apply.
The Washington State Department of Labor and Industries shall be the sole and paramount
administrative agency responsible for the administration of the provisions of the Washington
Industrial Safety and Health Act of 1973 (WISHA).
The Contractor shall maintain at the project site office, or other well known place at the project site,
all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and
make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s
care, persons, including employees, who may have been injured on the project site. Employees should
not be permitted to work on the project site before the Contractor has established and made known
procedures for removal of injured persons to a hospital or a doctor’s care.
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the
Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their failure,
or improper maintenance, use, or operation. The Contractor shall be solely and completely
responsible for the conditions of the project site, including safety for all persons and property in the
performance of the work. This requirement shall apply continuously, and not be limited to normal
working hours. The required or implied duty of the Engineer to conduct construction review of the
Contractor’s performance does not, and shall not, be intended to include review and adequacy of the
Contractor’s safety measures in, on, or near the project site.
1-07.1(2) Health and Safety
This section is supplemented with the following:
(September 27, 2021 WSDOT GSP)
Governor’s Proclamation 20-05/21-14
The Contractor, by submitting its Bid, agrees that it will comply with Governor’s Proclamations 20 -05
as amended and 21-14 as amended, regarding COVID-19 Vaccination Requirements, and that it will
require its workers, service providers, subcontractors, suppliers, and their workers to comply as well.
Furthermore, prior to starting Work, the Contractor shall provide a Vaccine Declaration form (WSDOT
2022 Overlay SP 23 Special Provisions
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Form #271-050).
The Proclamations are available at: https://www.governor.wa.gov/office-governor/official-
actions/proclamations
All costs related to the Governor’s Proclamations shall be considered included with or incidental to
other Bid items.
1-07.2 State Taxes
Delete this section, including its sub-sections, in its entirety and replace it with the following:
1-07.2 State Sales Tax
(June 27, 2011 APWA GSP)
The Washington State Department of Revenue has issued special rules on the State sales tax. Sections
1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the
Washington State Department of Revenue for answers to questions in this area. The Contracting
Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability.
The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts.
In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this
exception.
The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA -
funded Project) only if the Contractor has obtained from the Washington State Department of
Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The
Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may
owe the Washington State Department of Revenue, whether the amount owed relates to this contract
or not. Any amount so deducted will be paid into the proper State fund.
1-07.2(1) State Sales Tax — Rule 171
WAC 458-20-171, and its related rules, apply to building, repairing, or im proving streets, roads, etc.,
which are owned by a municipal corporation, or political subdivision of the state, or by the United
States, and which are used primarily for foot or vehicular traffic. This includes storm or combined
sewer systems within and included as a part of the street or road drainage system and power lines
when such are part of the roadway lighting system. For work performed in such cases, the Contractor
shall include Washington State Retail Sales Taxes in the various unit bid item pri ces, or other contract
amounts, including those that the Contractor pays on the purchase of the materials, equipment, or
supplies used or consumed in doing the work.
1-07.2(2) State Sales Tax — Rule 170
WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing
buildings, or other structures, upon real property. This includes, but is not limited to, the construction
of streets, roads, highways, etc., owned by the state of Washington; water mains and their
appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal
2022 Overlay SP 24 Special Provisions
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systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical
power distribution lines, or other conduits or lines in or above streets or roads, unless such power
lines become a part of a street or road lighting system; and installing or attaching of any article of
tangible personal property in or to real property, whether or not such personal property becomes a
part of the realty by virtue of installation.
For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail
sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to
each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax
in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following
exception.
Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a
subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable
supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices
or in any other contract amount.
1-07.2(3) Services
The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly
for professional or other services (as defined in Washington State Department of Revenue Rules 138
and 244).
1-07.7 Load Limits
(March 13, 1995 WSDOT GSP)
Section 1-07.7 is supplemented with the following:
If the sources of materials provided by the Contractor necessitates hauling over roads other than State
Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the
haul routes.
1-07.13 Contractor’s Responsibility for Work
1-07.13(4) Repair of Damage
(August 6, 2001 WSDOT GSP)
Section 1-07.13(4) is revised to read:
The Contractor shall promptly repair all damage to either temporary or permanent work as directed
by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3),
payment will be made in accordance with Section 1 -04.4. Payment will be limited to repair of
damaged work only. No payment will be made for delay or disruption of work.
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1-07.17 Utilities and Similar Facilities
Section 1-07.17 is supplemented with the following:
(April 2, 2007 WSDOT GSP)
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:
Communication, Power and Gas utilities will adjust their vaults and castings to grade
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:
Utility Agency/ Company Address Contact Phone
Power Puget Sound
Energy
Daniel.Aguirre@pse.com Daniel Aguirre 757-535-1716
Power Seattle City Light david.kylen@seattle.gov David Kylen 253-615-0607
Gas Puget Sound
Energy
6905 S 228th St
Kent, WA 98032
Glenn Heiton 425-559-4647
Communications Lumen Jesse.patjens@lumen.com Jesse Patjens 425-429-5722
Communications Comcast
Corporation
James_cohn@comcast.com James Cohn 253-569-0636
Transportation
Maintenance
City of Renton 3555 NE 2nd St
Renton, WA 98056
Eric Cutshall 425-430-7423
Water
Maintenance
City of Renton 3555 NE 2nd St
Renton, WA 98056
George Stahl 425-430-7400
Surface Water
and Wastewater
Maintenance
City of Renton 3555 NE 2nd St
Renton, WA 98056
Nathan Nelson 425-757-4102
Transit King County
Metro
Construction.coord@kingco
unty.gov
Metro
Construction
Information
Center
206-477-1140
Buried Utility Locating Assistance One-Call Center 800-424-5555
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1-07.17(3) Transit Facilities
(******)
Section 1-07.17(3) is a new section:
King County Metro
Any construction or installation activities affecting transit operations or facilities must be coordinated
by the Contractor through the Metro Transit Construction Information Center. The Contractor shall
prepare and submit the appropriate construction notification documentation for King County Metro
Transit and provide copies of such documentation to the Engineer. For notification information and
guidelines, refer to:
http://www.kingcounty.gov/transportation/kcdot/MetroTransit/Construction.aspx
1-07.18 Public Liability and Property Damage Insurance
Delete this section in its entirety, and replace it with the following:
1-07.18 Insurance
(January 4, 2016 APWA GSP)
1-07.18(1) General Requirements
A. The Contractor shall procure and maintain the insurance described in all subsections of
section 1-07.18 of these Special Provisions, from insurers with a current A.M. Best rating of
not less than A-: VII and licensed to do business in the State of Washington. The Contracting
Agency reserves the right to approve or reject the insurance provided, based on the insurer’s
financial condition.
B. The Contractor shall keep this insurance in force without interruption from the
commencement of the Contractor’s work through the term of the Contract and for thirty (30)
days after the Physical Completion date, unless otherwise indicated below.
C. If any insurance policy is written on a claims made form, its retroactive date, and that of all
subsequent renewals, shall be no later than the effective date of this Contract. The policy
shall state that coverage is claims made, and state the retroactive date. Claims-made form
coverage shall be maintained by the Contractor for a minimum of 36 months following the
Completion Date or earlier termination of this Contract, and the Contractor shall annually
provide the Contracting Agency with proof of renewal. If renewal of the claims made form of
coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an
extended reporting period (“tail”) or execute another form of guarantee acceptable to the
Contracting Agency to assure financial responsibility for liability for services performed.
D. The Contractor’s Automobile Liability, Commercial General Liability and Excess or Umbrella
Liability insurance policies shall be primary and non-contributory insurance as respects the
Contracting Agency’s insurance, self-insurance, or self-insured pool coverage. Any insurance,
self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be
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excess of the Contractor’s insurance and shall not contribute with it.
E. The Contractor shall provide the Contracting Agency and all additional insureds with written
notice of any policy cancellation, within two business days of their receipts of such notice.
F. The Contractor shall not being work under the Contract until the required insurance has been
obtained and approved by the Contracting Agency.
G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a
material breach of contract, upon which the Contracting Agency may, after giving five
business days’ notice to the Contractor to correct the breach, immediately terminate the
contract or, at its discretion, procure or renew such insurance and pay any and all premiums
in connection therewith, with any sums so expended to be repaid to the Contracting Agency
on demand, or at the sole discretion of the Contracting Agency, offset against funds due the
Contractor from the Contracting Agency.
H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the
Contract and no additional payment will be made.
1-07.18(2) Additional Insured
All insurance policies, with the exception of Workers Compensation, and of Professional Liability and
Builder’s Risk (if required by this Contract), shall name the following listed entities as additional
insured(s) using the forms or endorsements required herein:
▪ the Contracting Agency and its officers, elected officials, employees, agents, and volunteers
The above-listed entities shall be additional insured(s) for the full available limits of liability
maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are
greater than those required by this Contract, and irrespective of whether the Certificate of Insurance
provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by
the Contractor.
For Commercial General Liability insurance coverage, the required additional insured endorsements
shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for
completed operations.
1-07.18(3) Subcontractors
The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that
complies with all applicable requirements of the Contractor-provided insurance as set forth herein,
except the Contractor shall have sole responsibility for determining the limits of coverage required to
be obtained by Subcontractors.
The Contractor shall ensure that all Subcontractors of every tier add all entities listed i n 1-07.18(2) as
additional insureds, and provide proof of such on the policies as required by that section as detailed
in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations
and CG 20 37 10 01 for completed operations.
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Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency
evidence of insurance and copies of the additional insured endorsements of each Subcontractor of
every tier as required in 1-07.18(4) Verification of Coverage.
1-07.18(4) Verification of Coverage
The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements
for each policy of insurance meeting the requirements set forth herein when the Contractor delivers
the signed Contract for the work. Failure of Contracting Agency to demand such verification of
coverage with these insurance requirements or failure of the Contracting Agency to identify a
deficiency from the insurance documentation provided shall not be construed as a waiver of
Contractor’s obligation to maintain such insurance.
Verification of coverage shall include:
1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent.
2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2)
as additional insured(s), showing the policy number. The Contractor may submit a copy of any
blanket additional insured clause from its policies instead of a separate endorsement.
3. Any other amendatory endorsements to show the coverage required herein.
4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these
requirements – actual endorsements must be submitted.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a
full and certified copy of the insurance policy(s). If Builders Risk insurance is require d on this Project,
a full and certified copy of that policy is required when the Contractor delivers the signed Contract for
the work.
1-07.18(5) Coverages and Limits
The insurance shall provide the minimum coverages and limits set forth below. Contractor’s
maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed
to limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit
the Contracting Agency’s recourse to any remedy available at law or in equity.
All deductibles and self-insured retentions must be disclosed and are subject to approval by the
Contracting Agency. The cost of any claim payments falling within the deductible or self -insured
retention shall be the responsibility of the Contractor. In the event an additional insured incurs a
liability subject to any policy’s deductibles or self-insured retention, said deductibles or self-insured
retention shall be the responsibility of the Contractor.
1-07.18(5)A Commercial General Liability
Commercial General Liability Insurance shall be written on coverage forms at least as broad as ISO
occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop
gap liability, independent contractors, products-completed operations, personal and advertising
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injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising
from explosion, collapse or underground property damage.
The Commercial General Liability insurance shall be endorsed to provide a per project general
aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement.
Contractor shall maintain Commercial General Liability Insurance arising out of the Cont ractor’s
completed operations for at least three years following Substantial Completion of the Work.
Such policy must provide the following minimum limits:
$1,000,000 Each Occurrence
$2,000,000 General Aggregate
$2,000,000 Products & Completed Operations Aggregate
$1,000,000 Personal & Advertising Injury, each offence
$1,000,000 Stop Gap / Employers’ Liability each accident
1-07.18(5)B Automobile Liability
Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written
on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of
pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements.
Such policy must provide the following minimum limi t:
$1,000,000 Combined single limit each accident
1-07.18(5)C Workers’ Compensation
The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial
Insurance laws of the state of Washington.
1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic
Section 1-07.23(1) is supplemented with the following:
(******)
Work Zone Clear Zone
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.
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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:
Regulatory Posted
Speed
Distance From
Traveled Way
(Feet)
35 mph or less 10
40 mph 15
45 to 50 mph 20
55 to 60 mph 30
65 mph or greater 35
Minimum Work Zone Clear Zone Distance
(January 5, 2015 WSDOT GSP)
Section 1-07.23(1) is supplemented with the following:
Lane closures are subject to the following restrictions:
With the exception of holidays, lane closues are limited to the hours of 8:00 AM to 5:00 PM,
Monday through Friday.
If the Engineer determines that permitted closure hours adversely affect traffic, the Engineer
may adjust the hours accordingly. The Engineer will notify the Contract in writing of any
change in the closure hours.
Lane closures are not allowed on any of the following:
1. A holiday,
2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or Monday are
considered a holiday weekend. A holiday weekend includes Saturday, Sunday, and the
holiday.
3. After 12:00 PM (noon) on the day prior to a holiday or holiday weekend, and
4. Before 8:30 AM on the day after the holiday or holiday weekend.
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1-07.23(1) Construction Under Traffic
(May 2, 2017 APWA GSP)
Revise the third sentence of the second paragraph to read:
Accessibility to existing or temporary pedestrian push buttons shall not be impaired; if approved by
the Contracting Agency activating pedestrian recall timing or other accommodation may be allowed
during construction.
1-07.24 Rights of Way
(******)
Section 1-07.24 is supplemented with the following:
The Contractor shall be responsible for providing, without expense or liability to the Contracting
Agency, any additional land and access thereto that the Contractor may desire for temporary
construction facilities, storage of materials, or other Contractor needs. However, before using any
private property, whether adjoining the work or not, the Contractor shall file with the Engineer a
written permission of the private property owner, and, upon vacating the premises, a written release
from the property owner of each property disturbed or otherwise interfered with by reasons of
construction pursued under this contract. The statement shall be signed by the private property
owner, or proper authority acting for the owner of the private property affected, stating that
permission has been granted to use the property and all necessary permits have been obtained or, in
the case of a release, that the restoration of the property has been satisfactorily accomplish ed. The
statement shall include the parcel number, address, and date of signature. Written releases must be
filed with the Engineer before the Completion Date will be established.
1-08 PROSECUTION AND PROGRESS
Add the following new section:
1-08.0 Preliminary Matters
(May 25, 2006 APWA GSP)
Add the following new section:
1-08.0(1) Preconstruction Conference
(October 10, 2008 APWA GSP)
Prior to the Contractor beginning the work, a preconstruction conference wi ll be held between the
Contractor, the Engineer and such other interested parties as may be invited. The purpose of the
preconstruction conference will be:
1. To review the initial progress schedule;
2. To establish a working understanding among the various parties associated or affected by the
work;
3. To establish and review procedures for progress payment, notifications, approvals,
submittals, etc.;
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4. To establish normal working hours for the work;
5. To review safety standards and traffic control;
6. To discuss such other related items as may be pertinent to the work;
The Contractor shall prepare and submit at the preconstruction meeting the following:
1. A breakdown of all lump sum items;
2. A preliminary schedule of working drawing submittals; and
3. A list of material sources for approval if applicable.
Add the following new section:
1-08.0(2) Hours of Work
(December 8, 2014 APWA GSP)
Except in the case of emergency or unless otherwise approved by the Engineer, the normal working
hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m.
Monday through Friday, exclusive of a lunch break. If the Contractor desires different than the normal
working hours stated above, the request must be submitted in writing prior to the preconstruction
conference, subject to the provisions below. The working hours for the Contract shall be established
at or prior to the preconstruction conference.
All working hours and days are also subject to local permit and ordinance conditions (such as noise
ordinances).
If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a
written request to the Engineer for consideration. This request shall state what hours are being
requested, and why. Requests shall be submitted for review no later than 2 weeks prior to the day(s)
the Contractor is requesting to change the hours.
If the Contracting Agency approves such a deviation, such approval may be subject to certain other
conditions, which will be detailed in writing. For example.
1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for
the costs in excess of straight-time costs for Contracting Agency representatives who worked
during such times. (The Engineer may require designated representatives to be present during
the work. Representatives who may be deemed necessary by the Engineer include, but are not
limited to: survey crews; personnel from the Contracting Agency’s material testing lab; inspectors;
and other Contracting Agency employees or third party consultants when, in the opinion of the
Engineer, such work necessitates their presence.)
2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard
to the contract time.
3. Considering multiple work shifts as multiple working days with respect to contract time even
though the multiple shifts occur in a single 24-hour period.
4. If a 4-10 work schedule is requested and approved the non-working day for the week will be
charged as a working day.
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5. If David Bacon wage rates apply to this Contract, all requirements must be met and recorded
properly on certified payroll.
1-08.1 Subcontracting
(******)
Section 1-08.1 is supplemented with the following:
Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to
the Engineer written certification that a written agreement between the Contractor and the
subcontractor or between the subcontractor and any lower tier subcontractor has been executed.
A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the
contract until the following documents have been completed and submitted to the Engineer:
1. Request to Sublet Work (WSDOT Form 421-012, revised 07/2016).
The Contractor's records pertaining to the requirements of this Special Provision shall be open to
inspection or audit by representatives of the Contracting Agency during the life of the contract and for
a period of not less than three years after the date of acceptance of the contract. The Contractor shall
retain these records for that period. The Contractor shall also guarantee that these records of all
Subcontractors and lower tier Subcontractors shall be available and open to similar inspection or audit
for the same time period.
(******)
The eigth paragraph of Section 1-08.1 is deleted and replaced with the following:
On all projects, the Contractor shall certify to the actual amount received from the Contracting Agency
(Final Contract Voucher Certification) and amounts paid to all firms that were used as Subcontractors,
lower tier subcontractors, manufacturers, regular dealers, or services providers on the Contract. Upon
physical completion of the project, the Contractor shall submit to the Contracting Agency, a list o f all
firms paid under this contract and the final actual amounts paid to each firm listed.
1-08.3 Progress Schedule
1-08.3(2)A Type A Progress Schedule
(March 13, 2012 APWA GSP)
Revise this section to read:
The Contractor shall submit five (5) copies of a Type A Progress Schedule no later than at the pre-
construction conference, or some other mutually agreed upon submittal time. The schedule may be
a critical path method (CPM) schedule, bar chart, or other standard schedule format. Regardless of
which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A
Progress Schedule and approve or return the schedule for corrections within 15 calendar days of
receiving the submittal.
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1-08.4 Prosecution of the Work
Delete this section in its entirety, and replace it with the following:
1-08.4 Notice to Proceed and Prosecution of Work
(July 23, 2015 APWA GSP)
Notice to Proceed will be given after the contract has been executed and the contract bond and
evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall
not commence with the work until the Notice to Proceed has been given by the Engineer. The
Contractor shall commence construction activities on the project site within ten days of the Notice to
Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work
to the physical completion date within the time specified in the contract. Voluntary shutdown or
slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to
complete the work within the time(s) specified in the contract.
When shown in the Plans, the first order of work shall be the installation of high visibility fencing to
delineate all areas for protection or restoration, as described in the Contract. Installation of high
visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and
traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, the Contractor
shall request the Engineer to inspect the fence. No other work shall be performed on the site until the
Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract.
1-08.4(1) Daily Notification of Planned Work Location
(******)
Section 1-08.4(1) is a new section.
For each day work is scheduled to be performed, the Contractor shall contact and inform the Engineer
of the location and the anticipated start time.
1-08.5 Time for Completion
(March 13, 1995 WSDOT GSP)
Section 1-08.5 is supplemented with the follo wing:
This project shall be physically completed within 40 working days.
(January 19, 2022 APWA GSP, Option A)
Revise the third and fourth paragraphs to read:
Contract time shall begin on the first working day following the Notice to Proceed Date.
Each working day shall be charged to the contract as it occurs, until the contract work is physically
complete. If substantial completion has been granted and all the authorized working days have been
used, charging of working days will cease. Each week the Engineer will provide the Contractor a
statement that shows the number of working days: (1) charged to the contract the week before;
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(2) specified for the physical completion of the contract; and (3) remaining for the physical completion
of the contract. The statement will also show the nonworking days and any partial or whole day the
Engineer declares as unworkable The statement will be identified as a Written Determination by the
Engineer. If the Contractor does not agree with the Written Determination of working days, the
Contractor shall pursue the protest procedures in accordance with Section 1-04.5. By failing to follow
the procedures of Section 1-04.5, the Contractor shall be deemed as having accepted the statement
as correct. If the Contractor is approved to work 10 hours a day and 4 days a week (a 4-10 schedule)
and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working
day then the fifth day of that week will be charged as a working day whe ther or not the Contractor
works on that day.
Revise the sixth paragraph to read:
The Engineer will give the Contractor written notice of the completion date of the contract after all
the Contractor’s obligations under the contract have been performed by the Contractor. The
following events must occur before the Completion Date can be established:
1. The physical work on the project must be complete; and
2. The Contractor must furnish all documentation required by the contract and required by law, to
allow the Contracting Agency to process final acceptance of the contract. The following
documents must be received by the Project Engineer prior to establishing a completion date:
a. Certified Payrolls (per Section 1-07.9(5)).
b. Material Acceptance Certification Documents
c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract
Provisions.
d. Final Contract Voucher Certification
e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all
Subcontractors
f. A copy of the Notice of Termination sent to the Washington State Department of Ecology
(Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of Termination
by Ecology; and no rejection of the Notice of Terminati on by Ecology. This requirement will
not apply if the Construction Stormwater General Permit is transferred back to the
Contracting Agency in accordance with Section 8-01.3(16).
g. Property owner releases per Section 1-07.24
1-08.9 Liquidated Damages
This Section is supplemented with the following:
(September 8, 2020 WSDOT GSP)
Liquidated damages in the amount of $1,500 per working day will be assessed for failure to physically
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complete the Contract within the physical completion time specified.
1-09 MEASUREMENT AND PAYMENT
1-09.2 Weighing Equipment
1-09.2(5) Measurement
(May 2, 2017 APWA GSP)
Revise the first paragraph to read:
Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform verification checks
on the accuracy of each batch, hopper, or platform scale used in weighing contract items of Work.
1-09.6 Force Account
(October 10, 2008 APWA GSP)
Supplement this section with the following:
The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to
be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts
are to become a part of Contractor's total bid. However, the Contracting Agency does not warrant
expressly or by implication, that the actual amount of work will correspond with those estimates.
Payment will be made on the basis of the amount of work actually authorized by Engineer.
1-09.9 Payments
(January 19, 2022 APWA GSP)
Section 1-09.9 is revised to read:
The basis of payment will be the actual quantities of Work performed according to the Contract and
as specified for payment.
The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction
Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A
breakdown is not required for lump sum items that include a basis for incremental payments as part
of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a
determination based on information available. The Project Engineer’s determination of the cost of
work shall be final.
Progress payments for completed work and material on hand will be based upon progress estimates
prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction
conference.
The initial progress estimate will be made not later than 30 days after the Contractor commences the
work, and successive progress estimates will be made every month thereafter until the Completion
Date. Progress estimates made during progress of the work are tentative, and made only for the
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purpose of determining progress payments. The progress estimates are subject to change at any time
prior to the calculation of the final payment.
The value of the progress estimate will be the sum of the following:
1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of work
completed multiplied by the unit price.
2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum breakdown for
that item, or absent such a breakdown, based on the Engineer’s determination.
3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or other
storage area approved by the Engineer.
4. Change Orders — entitlement for approved extra cost or completed extra work as determined by
the Engineer.
Progress payments will be made in accordance with the progress estimate less:
1. Retainage per Section 1-09.9(1), on non FHWA-funded projects;
2. The amount of progress payments previously made; and
3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract
Documents.
Progress payments for work performed shall not be evidence of acceptable performance or an
admission by the Contracting Agency that any work has been satisfactorily completed. The
determination of payments under the contract will be final in accordance with Section 1-05.1.
Failure to perform any of the obligations under the Contract by the Contractor may be decreed by the
Contracting Agency to be adequate reason for withholding any payments until compliance is achieved.
Upon completion of all Work and after final inspection (Section 1-05.11), the amount due the
Contractor under the Contract will be paid based upon the final estimate made by the Engineer and
presentation of a Final Contract Voucher Certification to be signed by the Contractor. The Contractor's
signature on such voucher shall be deemed a release of all claims of the Contractor unless a Certified
Claim is filed in accordance with the requirements of Section 1-09.11 and is expressly excepted from
the Contractor’s certification on the Final Contract Voucher Certification. The date the Contracting
Agency signs the Final Contract Voucher Certification constitutes the final acceptance date
(Section 1-05.12).
If the Contractor fails, refuses, or is unable to sign and return the Final Contract Voucher Certification
or any other documentation required for completion and final acceptance of the Contract, th e
Contracting Agency reserves the right to establish a Completion Date (for the purpose of meeting the
requirements of RCW 60.28) and unilaterally accept the Contract. Unilateral final acceptance will
occur only after the Contractor has been provided the opportunity, by written request from the
Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal
notification of the impending establishment of a Completion Date and unilateral final acceptance will
be provided by email with delivery confirmation from the Contracting Agency to the Contractor, which
will provide 30 calendar days for the Contractor to submit the necessary documents. The 30 calendar
day period will begin on the date the email with delivery confirmation is received by the Contractor.
The date the Contracting Agency unilaterally signs the Final Contract Voucher Certification shall
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constitute the Completion Date and the final acceptance date (Section 1-05.12). The reservation by
the Contracting Agency to unilaterally accept the Contract will apply to Contracts that are Physically
Completed in accordance with Section 1-08.5, or for Contracts that are terminated in accordance with
Section 1-08.10. Unilateral final acceptance of the Contract by the Contracting Agency does not in any
way relieve the Contractor of their responsibility to comply with all Federal, State, tribal, or local laws,
ordinances, and regulations that affect the Work under the Contract.
Payment to the Contractor of partial estimates, final estimates, and retained percentages shall be
subject to controlling laws.
1-09.11 Disputes and Claims
1-09.11(3) Time Limitation and Jurisdiction
(November 30, 2018 APWA GSP)
Revise this section to read:
For the convenience of the parties to the Contract it is mutually agreed by the parties that any claims
or causes of action which the Contractor has against the Contracting Agency arising from the Contract
shall be brought within 180 calendar days from the date of final acceptance (Section 1-05.12) of the
Contract by the Contracting Agency; and it is further agreed that any such claims or causes of action
shall be brought only in the Superior Court of the county where the Contracting Agency headquarters
is located, provided that where an action is asserted against a county, RCW 36.01.050 shall control
venue and jurisdiction. The parties understand and agree that the Contractor’s failure to bring suit
within the time period provided, shall be a complete bar to any such claims or causes of action. It is
further mutually agreed by the parties that when any claims or causes of action which the Contractor
asserts against the Contracting Agency arising from the Contract are filed with the Contracting Agency
or initiated in court, the Contractor shall permit the Contracting Agency to have timely access to any
records deemed necessary by the Contracting Agency to assist in evaluating the claims or action.
1-09.13 Claim Resolution
1-09.13(3)A Administration of Arbitration
(January 19, 2022 APWA GSP)
Revise the third paragraph to read:
The Contracting Agency and the Contractor mutually agree to be bound by the decision of the
arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior
Court of the county in which the Contracting Agency’s headquarters is located, provided that where
claims subject to arbitration are asserted against a county, RCW 36.01.050 shall control venue and
jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis for the decision
shall be in writing. The arbitrator shall use the Contract as a basis for decisions.
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1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
1-10.2(1) General
(September 7, 2021 WSDOT GSP)
Section 1-10.2(1) is supplemented with the following:
The Traffic Control Supervisor shall be certified by one of the following:
The Northwest Laborers-Employers Training Trust
27055 Ohio Ave.
Kingston, WA 98346
(360) 297-3035
https://www.nwlett.edu
Evergreen Safety Council
12545 135th Ave. NE
Kirkland, WA 98034-8709
1-800-521-0778
https://www.esc.org
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, Virginia 22406-1022
Training Dept. Toll Free (877) 642-4637
Phone: (540) 368-1701
https://altssa.com/training
Integrity Safety
13912 NE 20th Ave.
Vancouver WA 98686
(360) 574-6071
https://www.integritysafety.com
US Safety Alliance
(904) 705-5660
https://www.ussafetyalliance.com 1-10.3 Traffic Control Labor, Procedures, and Devices
2022 Overlay SP 40 Special Provisions
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1-10.3(1) Traffic Control Labor
1-10.3(1)B Other Traffic Control Labor
(******)
This Section is supplemented with the following:
“Off-Duty Police Officer with Marked Patrol Car”
As directed by the Engineer, the Contractor shall provide an off-duty uniformed police officer with a
marked patrol car to control the flow of traffic through an intersection or supplement flaggers. It is
th Contractor’s responsibility to coordinate the scheduling of the Off-Duty Police Officer with a
marked patrol car. The Contracotr shall request officers from King County Police Officers Guild at
(206) 957-0934. All requests shall be made forty-eight (48) hours in advance. A minimum of 4 hours
call out time shall be paid fro an off-duty officer. The Contractor is responsible to confirm with the
King County Police Officer’s Guild cost of and invoicing for an off-duty police officer with a marked
patrol car.
1-10.3(3)F Notification to Properties
(******)
Section 1-10.3(3)F is deleted and replaced with the following:
The Contractor shall be responsible for delivering notification to all properties that front on, or have
access to, any street included in the Work. The first notification shall be made approximately one
week prior to the day the work is scheduled to begin. The second notification shall be made twenty -
four hours (24 hours) prior to the beginning of work.
The Contacting Agency shall supply the Contractor with standard notification forms that the
Contractor shall complete and deliver.
All work and materials associated with this work shall be incidental to the contract lump sum price for
“Other Traffic Control”.
1-10.3(3)L No Parking Signs
(******)
Section 1-10.3(3)L is a new section:
Along any street included in the Work, the Contractor shall be responsible for posting “No Parking”
signs a minimum of 72 hours in advance of the start of work. The signs shall specify the date(s) and
time(s) that parking restrictions will be in effect. The name and phone number of the Contractor shall
be clearly visible on each sign.
The Contractor shall be responsible for coordinating with the Engineer and/or Renton Police
Department if the need arises to tow any vehicl e(s) violating a posted “No Parking” sign. The
Contractor shall make a reasonable effort to contact the vehicle owner prior to initiating the process
2022 Overlay SP 41 Special Provisions
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to tow a vehicle.
All work and materials associated with this work shall be incidental to the contract lump sum price for
“Project Temporary Traffic Control”.
1-10.4 Measurement
1-10.4 Measurement
1-10.4(2) Item Bids With Lump Sum for Incidentals
(******)
This Section is supplemented with the following:
“Off-Duty Police Officer with Marked Patrol Car” will be measured per hour as directed by the
Engineer.
1-10.4(3) Reinstating Unit Items With Lump Sum Traffic Control
(August 2, 2004 WSDOT GSP)
Section 1-10.4(3) is supplemented with the following:
The bid proposal contains the item “Project Temporary Traffic Control”, lump sum and the additional
temporary traffic control items listed below. The provisions of Section 1-10.4(1), Section 1-10.4(3),
and Section 1-10.5(3) shall apply.
“Traffic Control Supervisor”
“Pedestrian Traffic Control”
“Flaggers”
“Other Traffic Control Labor”
“Construction Signs Class A”
“Sequential Arrow”
“Portable Changeable Message Sign”
“Other Traffic Control”
“Off-Duty Police Officer with Marked Patrol Car”
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1-10.5 Payment
1-10.5(2) Item Bids With Lump Sum for Incidentals
(******)
This Section is supplemented with the following:
“Off-Duty Police Officer with Marked Patrol Car”, per hour.
The unit Contract price shall be full compensation for all costs incurred by the Contractor in
performing the work defined in Section 1-10.
END OF DIVISION 1
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2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
2-02.1 Description
(******)
This Section is supplemented with the following:
This work also consists of removing, handling and disposing of deleterious material or
debris encountered during roadway, sidewalk, and trench excavation or other work as
indicated on the Plans within the Project site, including, but not limited to, existing
pipes, utility structures or appurtenances, riprap, buried concrete including thrust
blocks, concrete footings and/or slabs, buried logs or debris, asphalt pavement, cement
concrete pavement, sidewalks, fences, landscaping items, rock walls, guardrail, signs
and any and all other structures and obstructions (unless a separate bid item has been
provided for this work). All salvageable items shall be removed and delivered to the
Contracting Agency unless indicated otherwise on the Plans.
2-02.3 Construction Requirements
(******)
This Section is supplemented with the following:
The removal of any existing improvements shall be conducted in such a manner as not
to damage utilities and any portion of the infrastructure that is to remain in place. Any
deviation in this matter will obligate the Contractor at his own expense, to repair,
replace or otherwise make proper restoration to the satisfaction of the Contracting
Agency.
When sawing of concrete or combinations of materials is required, the depth of cut shall
be as required to accomplish the intended purpose, without damaging surfaces to be
left in place and will be determined in the field to the satisfaction of the Engineer.
Unless otherwise indicated on the Plans or in the Special Provisions, all structures,
castings, pipe and other material of recoverable value removed from the Project site
shall be carefully salvaged and delivered to the Owner of said utility items in good
condition and in such order of salvage as the Engineer may direct. Materials and other
items deemed of no value by the Engineer shall be promptly removed, loaded and
wastehauled by the Contractor and becomes his property, to be disposed of at his
discretion, in compliance with regulatory requirements.
Waste materials shall be loaded and hauled to a waste site secured by the Contractor
and shall be disposed of in such a manner as to meet all requirements of state, county
and municipal regulations regarding health, safety and public welfare.
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2-02.3(3) Removal of Pavement, Sidewalks, Curbs and Gutters
(******)
This Section is supplemented with the following:
Existing cement concrete sidewalks, roadway slabs, curbs, and curbs and gutters shall be
removed at the nearest construction joint where possible, and removed and
wastehauled as required for the construction of this Project. Where directed by the
Engineer, cement concrete curbs or curb and gutter shall be saw-cut prior to removal.
Existing pavement shall be precut before commencing excavation and shall be removed
as required for the construction.
Where shown on the Plans or where directed in the field by the Engineer, the
Contractor shall make a neat vertical saw-cut at the boundaries of the area to be
removed. Care shall be taken during sawcutting so as to prevent damage to the existing
asphalt concrete, or concrete, to remain in place. Any pavement or concrete damaged
by the Contractor outside the area scheduled for removal due to the Contractor’s
operations or negligence shall be repaired or replaced to the Contracting Agency’s
satisfaction by the Contractor at no additional cost to the Contracting Agency.
All cuts shall be continuous, full depth, and shall be made with saws specifically
equipped for this purpose. No skip cutting or jack hammering will be allowed unless
specifically approved otherwise in writing by the Engineer.
Wheel cutting or jack hammering shall not be considered an acceptable means of
pavement “cutting,” unless pre-approved in writing by the Engineer. However, even if
pre-approved as a method of cutting, no payment will be made for this type of work,
and it shall be included in the various unit contract and lump sum prices listed in the
Proposal.
The location of all pavement cuts shall be pre-approved by the Engineer in the field
before cutting commences.
All water and slurry material resulting from sawcutting operations shall not be allowed
to enter the storm drainage or sanitary sewer system and shall be removed from the
site and disposed of in accordance with the Washington State Department of Ecology
regulations.
2-02.4 Measurement (New Section)
(******)
This Section is supplemented with the following:
“Removing Asphalt Conc. Pavement,” will be measured per square yard.
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“Sawcutting” will be incidental to Removing Asphalt Conc. Pavement and no separate
measurement will be made.
2-02.5 Payment
(******)
This Section is supplemented with the following:
All costs for “Sawcutting” shall be considered incidental to Removing Asphalt Conc.
Pavement and as such there shall be no separate payment for sawcutting.
“Removing Asphalt Conc. Pavement,” per square yard.
The unit contract price for “Removing Asphalt Conc. Pavement” shall be full pay to
perform the work for removal, wastehaul and disposal of asphalt concrete pavement.
2-03 ROADWAY EXCAVATION AND EMBANKMENT
2-03.1 Description
(******)
This Section is supplemented with the following:
This work also includes wet weather and wet condition earthwork measures.
2-03.3 Construction Requirements
(******)
This Section is supplemented with the following:
The following items shall be followed if earthwork is to be performed in wet weather or
in wet conditions:
1. Earthwork shall be performed in small sections to minimize exposure to wet
weather. Excavation or the removal of unsuitable soil shall be followed
immediately by the placement and compaction of a suitable thickness (generally
eight inches or less) of clean structural fill. The size and/or type of construction
equipment shall be selected as required to prevent soil disturbance. In some
instances, it may be necessary to limit equipment size to minimize subgrade
disturbance caused by equipment traffic.
2. During wet weather conditions, the allowable fines content of the gravel borrow
shall be reduced to no more than 5 percent by weight based on the portion
passing the 3/4-inch sieve. The sand equivalent shall be 50 percent minimum.
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3. The ground surface in the construction area shall be graded to promote the
rapid runoff of surface water and to prevent ponding of water.
4. No soil should be left uncompacted and exposed to moisture. A smooth drum
vibratory roller, or equivalent, shall be used to seal the ground surface.
5. Excavation and placement of fill or backfill material will be observed by the
Engineer, to determine that all work is being accomplished in accordance with
the project specifications.
2-03.3(7)B Haul
(******)
Delete this Section and replace it with the following:
There shall be no separate payment for haul of excess or unsuitable excavated material,
or debris to the Contractor provided disposal site. The Contracting Agency is not
providing a disposal site for this Project. All costs for haul shal l be included in the bid
prices for other work.
2-03.3(7)C Contractor-Provided Disposal Site
(******)
Delete the first paragraph and replace it with the following:
The Contractor shall arrange for the disposal of the excess or unsuitable excavated
material, or other materials at no expense to the Contracting Agency.
2-03.3(10) Selected Material
(******)
Delete the second paragraph and insert the following in its place:
Direct Hauling. If it is practical, the Contractor shall haul selected material immediately
from the excavation to its final place on the Roadbed. The Contracting Agency will pay
for such Work at the unit Contract price for “Roadway Excavation, Incl. Haul.”
Delete the fifth paragraph and insert the following in its place:
There will be not additional payment for hauling, handling and stockpiling selected
materials.
2-03.3(12) Overbreak
Delete the last sentence in this Section.
2022 Overlay SP 47 Special Provisions
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2-03.4 Measurement
(******)
Delete all paragraphs under this Section and replace with the following:
Only one determination of the original ground elevation will be made on this project.
Roadway Excavation, Incl. Haul will be based on the original ground elevations recorded
previous to the award of this contract.
If discrepancies are discovered in the ground elevations, which will materially affect the
quantities of earthwork, the original computations of earthwork quantities will be
adjusted accordingly.
Earthwork quantities will be computed, either manually or by means of electronic data
processing equipment, by use of the average end area method or by the finite element
analysis method utilizing digital terrain modeling techniques.
Copies of the original survey notes will be made available for the successful bidder’s
inspection if the Contract is awarded.
Measurement for Roadway Excavation, Incl. Haul will be per cubic yard of excavation to
the “neat lines” shown on the Plans.
Measurement of Unsuitable Foundation Excavation, Incl. Haul will be per cubic yard, as
field measured in the excavated area (not truck measurement).
2-03.5 Payment
(******)
Delete all paragraphs under this Section and replace with the following:
Payment will be made in accordance with Section 1-04.1 for each of the following bid
items that are included in the Proposal:
“Roadway Excavation, Incl. Haul,” per cubic yard.
The unit contract price per cubic yard for “Roadway Excavation, Incl. Haul” shall be full
pay for all materials, tools, labor, and equipment necessary for excavation to the grade
lines shown including, but not limited to, haul, stockpiling, placing, shaping, and grading
per Section 2-03, Subgrade Preparation per Section 2-06, Watering per Section 2-07,
compacting, loading, hauling to waste and disposing of all excess or unsuitable material,
including logs, rocks, cobbles, etc. The unit contract price shall also include all costs
required to uniformly grade and clean existing and/or new ditches to drain to existing
and/or proposed drainage structures and the earthwork required for construction of
driveways and retaining walls.
2022 Overlay SP 48 Special Provisions
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The unit contract price shall also include all costs required to remove and wastehaul
existing asphalt and/or concrete pavement, sidewalks, curbs and gutters located within
the grade lines shown. All other existing pavement, sidewalks, curb and gutter, storm
drainage structures, abandoned utilities, and other such structures intended to be
removed for the installation of the proposed improvements shall be paid under the
contract item “Removal of Structure and Obstruction.”
In the event the Contractor overcuts a street, due to his oversight or error, the
structural fill material (as approved by Contracting Agency) and compaction required to
bring the roadway section back to subgrade elevation shall be furnished and
accomplished at his sole expense, as no additional payment will be due the Contractor
for this work.
Should solid rock be encountered, the excavation, removal and wastehaul will be paid
by change order per Section 1-04.4. Boulders or broken rock less than 2 cubic yards in
volume will not be classified as solid rock, nor will so called “hard-pan” or cemented
gravel, even though it may be advantageous to use explosives in its removal.
“Unsuitable Foundation Excavation, Incl. Haul,” per cubic yard.
In the event that the Engineer directs and authorizes the Contractor to excavate
unsuitable material below design subgrade, then this additional excavation, to include
excavating, loading, wastehauling and disposal of the material shall be measured and
paid at the unit contract price per cubic yard for “Unsuitable Foundation Excavation,
Incl. Haul.”
2-04 HAUL
2-04.1 Description
(******)
This Section is supplemented with the following:
If the sources of materials provided by the Contractor necessitates hauling over any
public roads, the Contractor shall, at the Contractor’s expense, make all arrangements
for the use of the haul routes. No separate monies will be due the Contractor for this
work.
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2-07 WATERING
2-07.3 Construction Requirements
(******)
This Section is supplemented with the following:
During construction, the Contractor shall have dedicated to the Project a suitable water
truck that shall be operated as necessary to control dust. Failure to have a water truck
immediately accessible to the job and failure to use a water truck for dust control shall
be adequate reason for the Engineer to issue a suspension of work.
A hydrant permit will be required to be secured by the Contractor for any necessary
water. Water will be provided at the convenience of the Contracting Agency which
reserves the right to control the location and use of water based on the Contracting
Agency’s own needs.
2-07.5 Payment
(******)
This Section is supplemented with the following:
The cost for all water permit(s), and furnishing and placing water shall be included in the
unit contract price for “Roadway Excavation, Incl. Haul.”
2-09 STRUCTURE EXCAVATION
2-09.3(1) General Requirements
(******)
This Section is supplemented with the following:
When any Work is being considered by the Contractor in the vicinity of an existing
utility, the Contractor shall so inform an authority of the particular utility in amp le time
so that the utility involved and the Contractor may take any precautions necessary to
facilitate construction in the vicinity of the utility, and thereby protect that particular
utility from damage.
Protecting and Maintaining Utility Service
The Contractor shall protect and maintain the operational service of existing utility
systems in a continuous manner as possible. The Contractor shall have the approval
from the Engineer and notification shall be given to the Contracting Agency before any
disruptions of service in existing utilities will be allowed. The Contractor shall comply
with all the conditions established by the Engineer and the Contracting Agency. The
Contractor shall give the utility owner a minimum notice of 48 hours before disrupting
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any planned service interruption. No planned interruption to an existing system shall be
allowed on Fridays, weekends, or holidays, unless specifically agreed to in writing by the
Contracting Agency. Where services are to be shut down, affected parti es shall be
notified in writing by the Contractor (i.e., door hangers) at least 48 hours and not more
than 72 hours in advance of the time and period of shut down. The Contractor shall
make every effort to keep shut down schedules to periods of anticipated minimum
usage and for the least period of time.
Where the construction crosses or is adjacent to existing utilities, the Contractor shall
exercise extreme care to protect such utilities from damage. Additionally, the
Contractor shall review the Plans, the project site and familiarize himself with the
various utilities and plan his construction activities in recognition that the very close
proximity of existing utilities to the proposed work will adversely affect production rates
of installation of the various planned improvements. The Contractor is hereby advised
and cautioned that the location of existing utilities will be cause for considerable and
extreme care and due diligence on the part of the Contractor. As such, work production
rates are anticipated to be significantly impacted by their presence and normal
production rates should not be anticipated, during construction by the Contractor for
work in these areas. The Contractor shall anticipate minor alignment adjustments will
also be required to accommodate the installation of utilities.
2-09.3(1)E Backfilling
(******)
This Section is supplemented with the following:
Where existing and/or proposed ground contours prevent a minimum of 24 inches of
cover above “flexible” storm pipe or where utility crossings necessitate, the Contracting
Agency may direct the Contractor to install a controlled density fill encasement for the
pipe. The encasement shall be constructed in accordance with the Plans and/or as
directed in the field by the Contracting Agency. Material for encasement shall be
controlled density fill per Section 2-09.3(1)E of the Standard Specifications. The pipe
shall be securely held in place until the material has “set.” Trenches located within
roadways/drives shall be protected with H-20 steel plates, or Contracting Agency-
approved equal, while the material sets.
2-09.3(5) Locating Utilities (New Section)
(******)
A reasonable attempt has been made to locate known existing utilities; however, the exact
location, and/or depth is unknown in most instances. It shall be the responsibility of the
Contractor to locate existing utilities, to include their respective depths.
The Contractor shall provide field exploration through vacuum excavation, potholing or other
suitable means to locate more precisely existing underground utilities as to location and depth.
The Contractor shall decide on the difficulties to be encountered in constructing the project, and
2022 Overlay SP 51 Special Provisions
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determine therefrom the extent of exploration required to expedite the construction to first
prevent damage to those utilities, and secondly to determine if the new construction is to go
around, over or under the existing utility. Where underground utilities are found to be in the
way of construction, such condition shall not be deemed to be a changed or differing site
condition, and if necessary, minor pipe alignment or grade will be modified at no additional cost
to the Contracting Agency. At a minimum, potholing will be required at all utility interties prior
to trench excavation for connections and at all major utility crossings, and potential conflicts
noted by underground location notification as may be directed by the Engineer. See Contract
Plans for additional specific locations.
2-09.4 Measurement
(******)
This Section is supplemented with the following:
No specific unit of measurement shall apply to the lump sum item of locate existing
utilities.
2-09.5 Payment
(******)
Delete all paragraphs under this Section and replace with the following:
Payment will be made in accordance with Section 1-04.1 for each of the following bid
items that are included in the Proposal.
“Locate Existing Utilities,” per lump sum.
The lump sum contract price for “Locate Existing Utilities” shall be full compensation for
all costs incurred by the Contractor in performing the work. This bid item shall be paid
proportionate to the installation of all utilities, complete and in place.
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3-01 PRODUCTION FROM QUARRY AND PIT SITES
3-01.2 Material Sources, General Requirement
3-01.2(1) Approval of Source
(******)
This Section is supplemented with the following:
The Contractor is responsible for all costs associated with approval of the material
source.
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4-04 BALLAST AND CRUSHED SURFACING
4-04.4 Measurement
(******)
Delete the last sentence in this Section and replace with the following:
No measurement will be made for water used in placing and compacting surfacing
materials.
4-04.5 Payment
(******)
This Section is supplemented with the following:
The unit contract prices for the various types of ballast, structural fill, crushed surfacing
base course, and crushed surfacing top course materials shall include all costs for
obtaining the materials, hauling the materials to the site, stockpiling, spreading, grading,
shaping, moisture conditioning, compacting, and all other incidentals, complete, in place.
Asphalt grindings are not subject to reimbursement under any of these bid items.
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DIVISION 5 – SURFACE TREATMENTS AND PAVEMENTS
5-04 HOT MIX ASPHALT
(July 18, 2018 APWA GSP)
Delete Section 5-04 and amendments, 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, thick-
nesses, and typical cross -sections shown in the Plans. The Contractor shall maintain the existing street
surface contours (e.g. street profile and cross section, etc.), unless otherwise directed by the Engineer.
The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Spec-
ifications. 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 propor-
tions specified to provide a homogeneous, stable, and workable mixtur e.
See Volume 2 of 2 for the paving limits and the thickness of HMA. All HMA to be placed in this contract
shall be HMA Cl. ½” PG 58-22.
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 9-03.8(3)B
Mineral Filler 9-03.8(5)
Recycled Material 9-03.21
Portland Cement 9-01
Sand 9-03.1(2)
(As noted in 5-04.3(5)C for crack sealing )
Joint Sealant 9-04.2
Foam Backer Rod 9-04.2(3)A
The Contract documents may establish that the various mineral materials required for the manufac-
ture 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 Con-
tractor 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.
2022 Overlay SP 55 Special Provisions
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The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or
testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every
1,000 tons produced and not less than ten samples per project. The asphalt content and gradation
test data shall be reported to the Contracting Agency when submitting the mix design for approval
on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Speci-
fications.
The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from dif-
ferent sources is not permitted.
The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20
percent or less RA P by total weight of HMA. The Contractor shall submit to the Engineer for ap-
proval 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). as follows:
Comply with each of the following:
• Develop the mix design in accordance with WSDOT SOP 732.
• Develop a mix design that complies with Sections 9-03.8(2) and 9-03.8(6).
• Develop a mix design no more than 6 months prior to submitting it for QPL evaluation.
• Submit mix designs to the WSDOT State Materials Laboratory in Tumwater, including WSDOT Form
350 -042.
• Include representative samples of the materials that are to be used in the HMA production as part of
the mix design submittal.
• Identify the brand, type, and percentage of anti -stripping additive in the mix design submittal.
• Include with the mix design submittal a certification from the asphalt binder supplier that the anti-
stripping additive is compatible with the crude source and the formulation of asphalt binder proposed
for use in the mix design.
• Do not include warm mix asphalt (WMA) additives when developing a mix design or submitting a mix
design for QPL evaluation. The use of warm mix asphalt (WMA) additives is not part of the process for
obtaining approval for listing a mix design on the QPL. Refer to Section 5 -04.2(2)B.
5-04.2(1)A Vacant
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5-04.2(2) Mix Design – Obtaining Project Approval
ESALs
The number of ESALs for the design and acceptance of the HMA shall be 0.3 to <3 million.
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, and pavement
repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as ap-
proved 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 de-
sign verification certifications listed below.
• The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp &
sig-nature) of a valid licensed Washington State Professional Engineer.
• The Mix Design Report for the proposed HMA mix design developed by a quali fied City or
County laboratory that is within one year of the approval date.**
** The mix design report shall be performed by a lab accredited by a national authority such as Labora-
tory Accreditation Bureau, L-A-B for Construction Materials Testing, The C onstruction Materials Engi-
neering 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 sha ll;
• 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 t he 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.
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Commercial Evaluation. Approval of a mix design for “Commercial Evaluation” will be based on a review
of the Contractor’s submittal of WSDOT Form 350-042 (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 Equiva-
lent Single Axle Loads (ESAL’s) 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 o rganic 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 350 -076 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 thro ugh March 31st
of the following year without written concurrence from the Engineer.
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 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 provide d that there has been an advance warn-
ing 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 ac-
celerate the finish rolling of the pavement and to shorten the time required before reopening to traffic.
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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 8 -23.
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 st orage tank. 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 thermo meter 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 ap-
proved 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 mini-
mum temperature required to maintain the asphalt binder in a homogeneous state. The as-
phalt binder shall be heated in a manner that will avoid local variations in heating. The heat-
ing 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 addi-
tive 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 me-
chanical sampler for the sampling of the mineral materials. The mechanical sampler shall
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meet the requirements of Section 1-05.6 for the crushing and screening operation. The Con-
tractor shall provide for the setup and operation of the field testing facilities of the Contract-
ing 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. A mechanical sampling device attached to the HMA plant.
b. 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 o f 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 tem-
perature less than 45°F or when time from loading to unloading exceeds 30 m inutes, the cover shall be
securely attached to protect the HMA.
The contractor shall provide an environmentally benign means to prevent the HMA mixture from adher-
ing 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 li st 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 effec-
tively produce a finished surface of the required evenness and textur e without tearing, shoving, segre-
gating, 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 au-
gers and an internally heated vibratory screed shall not be used in the Traveled Way.
When specified in the Contract or directed by the Engineer , 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
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controlled automatically from reference lines or by means of a mat referencing device and a slope con-
trol 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, c ross-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 n ecessary verti-
cal control, the reference lines will be reinstalled by the Contractor.
The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories nec-
essary for satisfactory operation of the automatic control equi pment.
If the paving machine in use is not providing the required finish, the Engineer may suspend Work as al-
lowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be thor-
oughly removed before paving proceeds.
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval , unless oth-
erwise required by the contract. A MTD/V is not required for this contract.
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 through-
out the mixture. If a windrow elevator is used, the length of the windr ow 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 pa ver.
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 pri or to placement into the
paving machine.
4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.
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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 manufac-
turer’s recommendations. When ordered by the Engineer for any roller planned for use on the project,
the Contractor shall provide a copy of the manufactur er’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 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 uni-
form 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 pneuma tic rollers to avoid bridging across preleveled ar-
eas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be ap-
proved by the Engineer.
Before construction of HMA on an existing paved surface, the entire surface of the p avement shall be
clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely re-
moved from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of
dust, soil, pavement grindings, an d 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 thor-
oughly. Prior to the application of tack coat, or paving, the condition of the sur face 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 re-
sidual 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 app roved 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 lim-
ited 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
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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 as-
phalt manufacturer.
All utility appurtenances (e.g. manhole covers, valve covers, etc.) located within the paving limits shall be
coated with a biodegradable soap to prevent the tack coat and HMA from sticking to them. Diesel shall
not be used for this purpose. After application of the biodegradable soap, all catch basins shall be co vered
to prevent tack and HMA from entering into them.
5-04.3(4)A Crack Sealing
5-04.3(4)A1 General
When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater.
Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when
filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement sur-
faces within the crack immedia tely prior to filling a crack with the sealant material. Do not overheat
pavement. Do not use direct flame dryers. Routing cracks is not required.
Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour
the mixture into the cracks until full. Add additional CSS -1 cationic emulsified asphalt to the sand slurry
as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry
flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not
completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has fully
cured.
The sand slurry shall consist of approximately 20 percent CSS -1 emulsified asphalt, approximately 2 per-
cent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per sec-
tion 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints
until full. The following day, any crack s or joints that are not completely filled shall be topped off with
additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing
pavement surface and allowed to cure. The HMA overlay shall not be placed un til the slurry has fully
cured. The requirements of Section 1 -06 will not apply to the portland cement and sand used in the
sand slurry.
In areas where HMA will be placed, use sand slurry to fill the cracks.
In areas where HMA will not be placed, fill th e cracks as follows:
1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant.
2. Cracks greater than 1 inch in width – fill with sand slurry.
Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in ac-
cordance with these requirements and the manufacturer’s recommendations. Furnish a Type 1 Working
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Drawing of the manufacturer’s product information and recommendations to the Engineer prior to the
start of work, including the manufacturer’s recommended h eating time and temperatures, allowable
storage time and temperatures after initial heating, allowable reheating criteria, and application tem-
perature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant
from the pavement surface. If, in the opinion of the Engineer, the Contractor’s method of sealing the
cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop
and correct the operation to eliminate the excess material.
5-04.3(4)A2 Crack Sealing Areas Prior to Paving
In areas where HMA will be placed, use sand slurry to fill the cracks.
5-04.3(4)A3 Crack Sealing Areas Not to be Paved
In areas where HMA will not be placed, fill the cracks as follows:
a. Cracks ¼ inch to 1 inch in width – fill with hot poured sealant.
b. Cracks greater than 1 inch in width – fill with sand slurry.
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 excava-
tion operations in a manner that will protect the pavement that is to remain. Pavement not designated
to be removed that is damaged as a resul t of the Contractor’s operations shall be repaired by the Con-
tractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall ex-
cavate only within one lane at a time unless approved otherwise by the Engineer. The Contr actor 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 grind er. 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 i n 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.
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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 pro cessing 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 anti -stripping addi-
tives 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 m ineral materials is en-
sured.
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 con-
tent of 2 percent in the mix, at discharge, will be allowed providing the water causes no pro blems with
handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture con-
tent shall be reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be permitted with appro val of the Engi-
neer, 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 faci lity 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 ac-
cepted from the storage facility when the HMA in storage is below the top of the co ne 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 mixe d HMA is produced. If there is evidence of the recycled as-
phalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall im-
mediately suspend the use of the RAP until changes have been approved by the Engineer. After the re-
quired amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been intro-
duced 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. Un-
less otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall
not exceed the following:
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HMA Class 1” 0.35 feet
HMA Class ¾” and HMA Class ½”
wearing course 0.30 feet
other courses 0.35 feet
HMA Class ⅜” 0.15 feet
On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and finish-
ing equipment impractical, the paving may be done with other equipment or by hand.
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 interm ingling 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.
All cast off rock from raking shall be removed prior to compaction of final HMA lift.
Before the installation of the 2 inches or 4-inches of HMA, the streets shall be bladed and compacted to
a uniform grade and cross -section as approved by the Engineer. The preparation of the base shall be inci-
dental to the bid item for HMA Cl. ½” PG 58H-22. Subbase material, which is determined by the Engineer
to be unsuitable shall be removed under Roadway Excavation Including Haul and replaced with Crushed
Surfacing Base Course prior to the application of HMA.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncom-
pacted void content and fracture will be evaluated in accordanc e with Section 3-04. Sampling and test-
ing 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 evaluat ion.
Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is speci-
fied.
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 pave-
ment, and pavement repair. Other nonstructural applications of HMA accepted by commercial evalua-
tion shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial ev alua-
tion 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 accord-
ance with this section.
HMA Tolerances and Adjustments
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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 toler-
ances 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 Non-Statistical Evaluation Commercial Evaluation
Asphalt Binder +/- 0.5% +/- 0.7%
Air Voids, Va 2.5% min. and 5.5% max N/A
For Aggregates in the mixture:
a. First, determine preliminary upper and lower acceptance limits by applying the following tol-
erances to the approved JMF.
Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation
1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8%
No. 4 sieve +/-6% +/- 8%
No. 8 Sieve +/- 6% +/-8%
No. 200 sieve +/- 2.0% +/- 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 9-03.8(6). The resulting values will be the upper and lower ac-
ceptance limits for aggregates, as well as the USL and LSL required in Section 1 -06.2(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
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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 sampl es of the same mix design that will be tested for ac-
ceptance. 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 collec-
tively. 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 in progress with a CPF less th an 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 to 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 sam-
ples 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 re-
maining samples to determine a Composite Pay Factor (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 of HMA for compliance of Va will not be performed by the Con-
tracting Agency for this contract.
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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 de-
termine a Composite Pay Factor (CPF) using the following price adjustment factors:
Table of Price Adjustment Factors
Constituent Factor “f”
All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and
No.4 sieves
2
All aggregate passing No. 8 sieve 15
All aggregate passing No. 200 sieve 20
Asphalt binder 40
Air Voids (Va) (where applicable) 20
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 evalu-
ation. When one or more constituents fall outside the nonstatistical tolerance limits in the Job Mix For-
mula 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 calcula-
tion of the CPF and the maximum CPF shall be 1.00. W hen 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 calcu-
lated 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 Specificati ons, its individual pay factor will be
considered 1.00 in calculating the Composite Pay Factor (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 submi t a writ-
ten request within 7 calendar days after the specific test results have been received. A split of the origi-
nal acceptance sample will be retested. The split of the sample will not be tested with the same tester
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that ran the original acceptance test. The sample will be tested for a complete gradation analysis, as-
phalt 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 de-
ducted 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 a nd 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 de-
termine 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 e xist, backup samples of the existing
sublots or samples from the street shall be tested to provide a minimum of three sets of results for eval-
uation.
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 Composite Pay Factor (CPF).
5-04.3(10) HMA Compaction Acceptance
HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for inter-
sections, 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 speci-
fied level of relative density shall be a Composite Pay Factor (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 den-
sity 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 cor-
relation 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 pro-
cedures 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 proced ures 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.
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Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in ac-
cordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise ap-
proved 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 ob tained by the Contractor in
the presence of the Engineer on the same day the mix is placed and at locations designated by the Engi-
neer. 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.
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 appro ved compaction train, required to attain the maximum test point den-
sity, 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 rol ler 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 per-
cent 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 req uest 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 deter-
mined by the nuclear density gauge for the sublot and will be used for calculation of the CPF and ac-
ceptance of HMA compaction lot.
When cores are taken by the Contracting Agency at the request of the Contractor, they shall be re-
quested 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 En-
gineer. 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 forfeit ure 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 defi-
ciency 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.
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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 att ained. 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 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 m ore 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 per-
formed 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 ac-
ceptance. 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, require d to attain the maximum test point den-
sity, 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 Nonstatis tical 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.
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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 appro-
priate CPF. The maximum CPF shall be 1.00, however, lots w ith 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 deter-
mined. The NCCF equals the algebraic difference of CPF minus 1.00 mul tiplied by 40 percent. The
Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the com-
paction 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 defec-
tive. Material rejected before placement shall not be incorporated into the pavement. Any rejected sec-
tion of Roadway shall be removed.
No payment will be made for the rejected materials or the removal of the materials unless the Contrac-
tor 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 a ddition of 25 percent of
the unit Contract price added for the cost of removal and disposal.
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5-04.3(11)D Rejection - A Partial Sublot
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 evalu-
ated 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 mini-
mum 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:
1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor
is taking no corrective action, or
2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Con-
tractor is taking no corrective action, or
3. When either the PFi 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 fr eshly 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 tem-
perature. 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 fr om
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.
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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.
All transverse (butt) joints between new and existing asphalt shall be milled to the full overlay depth as
shown on the Plans.
All transverse (butt ) joints shall be sealed after paving. See Section 5 -04.3(17) for requirements.
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 lo-
cated 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 wearin g surface of new HMA unless otherwise approved by the Engi-
neer. 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
5-04.3(12)B1 HMA Sawcut and Seal
Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends of the bridge
paving joint seals to be placed at the bridge ends, and at interior joints within the bridge deck when and
where shown in the Plans. Establish the sawcut alignment points in a manner that they remain func-
tional for use in aligning the sawcut after p lacing the overlay.
Submit a Type 1 Working Drawing consisting of the sealant manufacturer’s application procedure.
Construct the bridge paving joint seal as specified ion the Plans and in accordance with the detail shown
in the Standard Plans. Construct the sawcut in accordance with the detail shown in the Standard Plan.
Construct the sawcut in accordance with Section 5 -05.3(8)B and the manufacturer’s application proce-
dure.
5-04.3(12)B2 Paved Panel Joint Seal
Construct the paved panel joint seal in accor dance with the requirements specified in section 5 -
04.3(12)B1 and the following requirement:
1. Clean and seal the existing joint between concrete panels in accordance with Section 5 -01.3(8)
and the details shown in the Standard Plans.
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 ¼ inch from the lower edge of a 10-foot straightedge placed on the surface parallel to
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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 o f transverse slope shown in the Plans. of the existing street surface.
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 deviati ons anywhere greater than the allow-
able tolerances.
Deviations in excess of the above tolerances that result from a low place in the HMA and deviations re-
sulting from a high place where corrective action, in the opinion of the Engineer, will not produce s atis-
factory 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.
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 de-
tails provided in the project plan or specifications call for utility appurtenance adjustments after the
completion of paving. For this contract, utility appurtenances shall be adjusted to final grade after pav-
ing, unless otherwise directed by the Engineer. See Section 5 -04.3(20) for requirements.
Utility appurtenance adjustment discussions will be included in the Pre -Paving planning planing (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 (Milling) Bituminous Pavement
The planning planing plan must be approved by the Engineer and a pre planning planing meeting must be
held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planning planing sub-
mittals.
Prior to planing operations, existing induction loop vehicle dete ctors shall be disconnected. Induction loop
vehicle detectors shall be removed during planing operations.
The planing operation on any street and/or street segment shall not precede the HMA paving operation
by more than three (3) calendar days, unless otherwise allowed by the Engineer.
Locations of existing surfacing to be planed are as shown in the Drawings. The depth of planing shall match
the thickness of HMA to be placed, as shown on the Plans.
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
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prepared surface acceptable for receiving an HMA overlay.
Use the cold milling method for planing unle ss 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 deter-
mined by the Engineer.
A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4
inches 2-inches of curb reveal after placement and compaction of the final wearing course. The dimen-
sions of the wedge must be as shown on the Drawings 6-feet wide 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 or as
directed by the Engineer, patched and preleveled. before opening planed areas to traffic.
As shown on the Plans, the streets listed that are 2-inches thick shall be ground down 2 -inches deep and
paved with 2 -inches of HMA. Streets listed that are 4 -inches thick shall be ground down 4 -inches deep
and paved 4-inches in two 2-inch lifts.
The Contractor shall provide for safe vehicular travel over existing utility appurtenances during and after
planing operations. For utility appurtenances not lowered prior to planing operations, the Contractor shall
place temporary fillets of HMA, with a minimum slope of 4H:1V, around all exposed utility appurtenances
if any vehicular traffic will be permitted to travel through the work area prior to paving. The HMA used
for this purpose shall be considered Temporary HMA.
The Contractor shall provide for safe vehicular travel ov er driveway entrances during and after planing
operations. If the depth of exposed curb or drop off exceeds two (2) inches at a driveway and paving will
not occur in the same work shift, the Contractor shall place temporary fillets of HMA along the driveway
to provide a transition with a minimum slope of 4H:1 V. The HMA used for this purpose shall be considered
Temporary HMA.
The Engineer may direct additional depth planing. Before performing this additional depth planing, the
Contractor must conduct a hid den metal in pavement detection survey as specified in
Section 5-04.3(14)A.
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Gutter panels, curbs, or utility structures damaged as a result of planing operations shall be replaced by
the Contractor at their own expense. No additional monies will be due t he Contractor for damage to
curbs, gutters, or utility structures, all costs of which shall be borne by the Contractor.
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 pave-
ment.
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 fa ilure 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 un-
less the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the fol-
lowing:
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 re-
quired 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, mus t be
addressed in the traffic control plan, which must be submitted to and accepted by the Engi-
neer, 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 qua rters 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 im-
pacted, keep such closure to the minimum time required to place and compact the HMA mix-
ture, plane, remove asphalt, tack coat, and as needed.
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.
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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.
4. Roadways Open to Traffic
When the roadway being paved is open to traffic, the following requirements shall apply:
The Contractor shall keep roadways open to traffic at all times except where paving is in
progress. During such time, and provided that there has been an advance warning to
the public, only that specified section of road being paved may be closed for the mini-
mum time required to place and compact the HMA. Adjacent travel lanes and shoul-
der shall be left open for traffic during these times. In hot weather, the Engineer may
require the application of water to the pavement to accelerate the finish rolling o f the
pavement and to shorten the time required before reopening to traffic.
Before temporarily closing a portion of the road, advance -warning signs shall be placed
and signs shall also be placed clearly alerting the driver of temporary lane closures.
During paving operations, temporary pavement markings shall be maintained through-
out the project. Temporary pavement markings shall be installed on the roadway prior
to opening to traffic and shall be in accordance with Section 8-23.
All costs in connection with performing the Work in accordance with these require-
ments shall be included in the unit contract prices for the various bid items involved in
the Contract.
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 mov-
ing 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 11 x 17 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 100 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, p aving
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
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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 con-
trol 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.
3. Haul routes from Supplier facilities, and locations of tempor ary parking and staging areas, in-
cluding 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 pro-
posed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped
lane paving, intersection planing and paving scheduling and sequencing, and proposed notifica-
tions and coordinations to be timely made. The plan m ust 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 time s 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 pre-
pared 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, in-
cluding driveway and business access, garbage truck operations, Metro transit operations and working
around energized overhead wires, school and nursing home and hospital and other accesses, other con-
tractors 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, ap-
proved traffic control plan, and public convenience and safety. Such discussion includes, but is not lim-
ited to:
1. General for both Paving Plan and for Planing Plan:
a. The actual times of starting and ending daily operations.
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b. In intersections, how to break up the in tersection, and address traffic control and signaliza-
tion for that operation, including use of peace officers.
c. The sequencing and scheduling of paving operations and of planing operations, as applica-
ble, as it relates to traffic control, to public convenie nce and safety, and to other con -trac-
tors who may operate in the Project Site.
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 tem porary pavement markings as
it relates to planning and to 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, street car rail, and castings, before planning, see
Section 5-04.3(14)B2.
h. Description of how flaggers will be coordinated with the planing, paving, and related opera-
tions.
i. Description of sequencing of traffic controls for the process of rigid pavement base repairs.
j. Other items the Engineer deems necessary to address.
2. Paving – additional topics:
a. When to start applying tack and coordinating with paving.
b. Types of equipment and numbers of each type equipment to be used. If more pieces of
equipment than personnel are proposed, describe the sequencing of the personnel operat-
ing the types of equipment. Discuss the continuance of operator personnel for each type
equipment as it relates to meeting Specification requirements.
c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure dif-
ferent JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF
is being placed at the time, 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.
e. Number of sublots to be placed, sequencing of density testing, and other sampling and test-
ing.
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. Un-
less otherwise approved by the Engineer , apply the fog seal prior to opening to traffic.
5-04.3(16) HMA Road Approaches
HMA approaches shall be constructed at the locations shown in the Plans or where staked by the Engi-
neer. The Work shall be performed in accordance with Section 5 -04.
5-04.3(17) Construction Joint Sealing
Transverse Joints - Joints between new and existing asphalt shall be sealed within five (5) calendar days
after final rolling of the final lift of HMA. The seal shall be CSS -1 emulsified asphalt. The emulsified asphalt
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shall be placed in a way to be smooth and flush with roadway surface with minimal overbanding. This
work is considered incidental to the bid item “HMA CL. ½” PG 58H-22”.
5-04.3(18) Temporary HMA
During the course of construction, it may be necessary to provide improved temporary vehicle
and/or pedestrian access within the project limits. Such temporary access shall be provided by
temporarily patching trench crossings or other areas with temporary HMA until such time as the
permanent surface restoration is installed. Locations shall include those areas specifically indi-
cated on the Plans, directed by the Engineer or as further specified herein. This material will
be furnished, placed, compacted, and removed and wastehauled at variou s locations through-
out the project. The trenches and/or subgrade shall be thoroughly compacted and brought to
a smooth grade prior to placing the material. It shall be placed, maintained (daily), and re-
moved and wastehauled by the Contractor. Typical co mpacted depth will be 4 inches. Tem-
porary HMA shall also be used around castings, after grinding, to provide a transition until final
lift of HMA paving is installed, or for temporary thickened edges.
5-04.3(19) Edge of Pavement Alignment
Where curb and gutter do not exist, the Contractor shall maintain a ± 2 inches per 100 linear feet tolerance
for the edge of pavement. The Contractor may establish a reference line as a guide at their discretion or
as directed by the Engineer . This work is considered incidental to the bid item “HMA CL. ½” PG 58H-22”.
5-04.3(20) Adjusting Utility Covers and Monument Cases to Final Grade
The following section only applies to existing utility covers and monument cases covered by HMA. The
work shall be completed after the final rolling of the final lift of HMA. The work consists of locating and
marking these features and then adjusting them final grade.
The Contractor shall locate all utility covers and monument cases covered by HMA immediately after pav-
ing operations are complete for a street and/or street segment. Each location shall be marked with paint
and identify the type of buried feature. The Contractor shall completely expose all water valve boxes and
gas valves for access within five (5) calendar days after final rolling of the final lift of HMA.
Existing structures and new structures shall be adjusted to the finished grade as shown on the Plans and
as further specified herein. Existing boxes, rings, grates, covers, and lids shall be reset in a careful and
workmanlike manner to conform to the required grades.
The new and existing utility castings and monuments shall be adjusted to grade in the following manner:
As soon as the street has been paved past each structure o r casting, the asphalt concrete mat shall be
scored around the location of the structure or casting. After rolling has been completed and the mat
has cooled, it shall be cut along the scored lines. The structure or casting shall then be raised to fin-
ished pavement grade and the annular spaces filled as indicated on the Plans. The Contractor shall in-
stall the pavement to give a smooth finished appearance. All covers, lids, frames, and grates shall be
thoroughly cleaned.
After pavement is in place, all new pavement joints shall be sealed with a 6-inch-wide strip of hot asphalt
sealer. A sand blanket shall be applied to the surface of the hot asphalt sealer immediately after the
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placement of the sealer to help alleviate the tracking of the asphalt. The s ealer shall meet the require-
ments of Section 9-04.2(1) of the Standard Specifications
The Contractor shall adjust the following features to final grade per the requirements listed below.
Manholes and Catch Basins – Refer to Renton Standard Plan 106 inclu ded in the Plans.
Water Valve Boxes – Refer to Renton Standard Plan 330.1 in the Plans
Gas Valves – Same as Water Valve Boxes.
Monument Cases – Refer to Renton Standard Plan 113 in the Plans.
J-boxes, Electrical Vaults, Communications Vaults – These features shall not to be covered with HMA.
5-04.3(21) Temporary Pavement Marking
The furnishing and installing of temporary pavement marking shall be as described in Section 8-23. For
this contract, all temporary pavement markin g is considered short duration.
5-04.4 Measurement
HMA Cl. ___ PG ___, Temporary HMA and Commercial HMA will be measured by the ton in accordance
with Section 1 -09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any
other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Sec-
tion 5-04.3(11), the material removed will not be measured.
Roadway cores will be measured per each for the number of cores taken.
Pavement repair excavation will be measured by the square yard of surface marked prior to excavation.
Planing bituminous pavement will be measured by the square yard.
Temporary pavement marking will be measured by the linear foot as provided in Section 8 -23.4.
Adjust Manhole Cover will be measured per each.
Adjust Existing Catch Basin will be measured per each.
Adjust Water Valve Box will be measured per each.
Adjust Gas Valve will be measured per each.
Adjust Monument Case will be measured per each.
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5-04.5 Payment
Payment will be made for each of the following Bid items that are included in the Proposal:
“HMA Cl. ___ PG ___”, per ton.
“Commercial HMA”, per ton.
The unit Contract price per ton for “HMA Cl. ___ PG ___”, and “Commercial HMA” shall be full compen-
sation for all costs, including anti-stripping additive, incurred to carry out the requirements of Section 5 -
04 except for those costs included in other items which are included in this Subsection and which are
included in the Proposal. The unit contract price per ton for “HMA Cl. ____ PG ____” and “Commercial
HMA” shall include the cost for all labor, materials, equipment and tools for furnishing, placing, com-
pacting and constructing asphalt pavement including mix design, anti -strip determination, mix design
verification, preparation of untreated roadway, removing plastic traffic marking, removing RPMs, re-
moving permanent striping, anti -stripping additive, soil residual herbicide, asphalt for tack coat, HMA
pavement, HMA for preleveling, HMA transition sections, HMA ramps, HMA driveways/approaches,
HMA wedge curb, spreading and finishing, water, compaction, sealing all cold joints with asphalt sealant
(and sand blanket to alleviate tracking), temporary pavement markings, removal of tempor ary pave-
ment markings,, and all other incidentals necessary for a complete paving system to the lines, cross sec-
tion and grades in accordance with the Plans.
“Temporary HMA,” per ton.
The unit contract price per ton for “Temporary HMA” shall be full pay to furnish, install, maintain, re-
move, and waste haul the temporary asphalt.
“Pavement Repair Excavation Incl. Haul”, per square yard.
The unit Contract price per square yard for “Pave ment Repair Excavation Incl. Haul” shall be full pay-
ment for all costs incurred to perform the Work described in Section 5 -04.3(4) with the exception, how-
ever, that all costs involved in the placement of HMA shall be included in the unit Contract price per ton
for “Commercial HMA” per ton.
“Planing Bituminous Pavement”, p er square yard.
The unit Contract price per square yard for “Planing Bituminous Pavement” shall be full payment for all
costs incurred to perform the Work described in Section 5-04.3(14).
“Temporary Pavement Marking”, per linear foot.
Payment for “Temporary Pavement Marking” is described in Section 8 -23.5.
“Job Mix Compliance Price Adjustmen t”, by calculation.
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“Job Mix Compliance Price Adjustment” will be calculated and paid for as described in Section 5 -
04.3(9)C6.
“Compaction Price Adjustment”, by calculation.
“Compaction Price Adjustment” will be calculated and paid for as described in Section 5-04..3(10)D3.
“Roadway Core”, per each.
The Contractor’s costs for all other Work associated with the coring (e.g., traffic control) shall be inci-
dental and included within the unit Bid price per each and no additional payments will be made.
“Adjust Manhole Cover”, per each.
“Adjust Existing Catch Basin”, per each
“Adjust Water Valve Box”, per each.
“Adjust Gas Valve”, per each.
“Adjust Monument Case”, per each.
The unit Contract price per each for “Adjust Manhole Cover”, “Adjust Existing Catch Basin”, “Adjust Water
Valve Box”, “Adjust Gas Valve”, “Adjust Monument Case” shall be full payment for all costs incurred to
perform the Work described in Section 5-04.3(20).
END OF DIVISION 5
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7-04 STORM SEWERS
7-04.4 Measurement
(******)
Supplement this section with the following
Roof Drain will be measured per each.
7-04.5 Payment
(******)
Delete all paragraphs under this section and replace with the following:
Payment will be made in accordance with Section 1 -04.1, for each of the following bid
items that are included in the Proposal :
“Roof Drain,” per each.
The unit price per each for “Roof Drain ” shall constitute full compensation for all labor,
materials, tools, equipment, transportation, supplies and incidentals required to
complete all work to furnish and install roof drain fittings to direct roof drains to drain to
the new alley surface where d irected by the Engineer.
7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
7-05.3(1) Adjusting Manholes and Catch Basins to Grade
This Section is replaced with:
(******)
Where shown in the Plans or where directed by the Engineer, the existing manhole s,
catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated
by the Engineer.
The existing cast iron ring and cover on manholes and the catch basin frame and grate
shall first be removed and thoroughly cleaned for reinstalli ng at the new elevation. From
that point, the existing structure shall be raised or lowered to the required elevation.
The Contractor shall construct manholes so as to provide adjustment space for setting
cover and casting to a finished grade as shown on the Construction Plans. Manhole ring
and covers shall be adjusted to the finished elevations per standard detail 400.1, prior to
final acceptance of the Work. Manholes in unimproved areas shall be adjusted to 6”
above grade.
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In unpaved streets: manholes, catch basins, and similar structures in areas to be
surfaced with crushed rock or gravel shall be constructed to a point approximately eight
inches below the subgrade and covered with a temporary wood cover. Existing
manholes shall be cut off and covere d in a similar manner. The Contractor shall
carefully reference each manhole so that they may be easily found upon completion of
the street Work. After placing the gravel or crushed stone surfacing, the manholes and
manhole castings shall be constructed to the finished grade of the roadway surface.
Excavation necessary for bringing manholes to grade shall center about the manhole
and be held to the minimum area necessary. At the completion of the manhole
adjustment, the void around the manhole shall be backfilled with materials which result
in the section required on the typical roadway section, and be thoroughly compacted.
In cement concrete pavement: manholes, catch basins, and similar structures shall be
constructed and adjusted in the same manner as outlined above except that the final
adjustment shall be made and cast iron frame be set after forms have been placed and
checked. In placing the concrete pavement, extreme care shall be taken not to alter the
position of the casting in any way.
In asphalt concrete pavement: manholes shall not be adjusted until the pavement is
completed, at which time the center of each manhole shall be carefully relocated from
references previously established by the Contractor. The pavement shall be cut in a
restricted area and base material be removed to permit removal of the cover. The
manhole shall then be brought to proper grade utilizing the same methods of
construction as for the manhole itself. The cast iron frame shall be placed on the
concrete blocks and wedged up to the desired grade. The asphalt concrete pavement
shall be cut and removed to a neat circle, the diameter of which shall be equal to the
outside diameter of the cast iron frame plus two feet. The base materials and crushed
rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be
placed so that the entire volume of the excavation is replaced up to but not to exceed 2
inches of the finished pavement surface. On the day following placement of the
concrete, the edge of the a sphalt concrete pavement, and the outer edge of the casting
shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed
and compacted with hand tampers and a patching roller. The complete patch shall
match the existing paved surface for texture, density, and uniformity of grade. The joint
between the patch and the existing pavement shall then be carefully painted with hot
asphalt cement or asphalt emulsion and shall be immediately covered with dry paving
sand before the asphalt cement solidifies. The inside throat of the manhole shall be
thoroughly mortared and plastered.
Adjustment of inlets: The final alignment and grade of cast iron frames for new and old
inlets to be adjusted to grade will be established from the forms or adj acent pavement
surfaces. The final adjustment of the top of the inlet will be performed in similar manner
to the above for manholes. On asphalt concrete paving projects using curb and gutter
section, that portion of the cast iron frame not embedded in the gutter section shall be
solidly embedded in concrete also. The concrete shall extend a minimum of six inches
beyond the edge of the casting and shall be left 2 inches below the top of the frame so
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that the wearing course of asphalt concrete pavement will butt the cast iron frame. The
existing concrete pavement and edge of the casting shall be painted with hot asphalt
cement. Adjustments in the inlet structure shall be constructed in the same manner and
of the same material as that required for new inlets. The inside of the inlets shall be
mortared and plastered.
Monuments and cast iron frame and cover: monuments and monument castings shall
be adjusted to grade in the same manner as for manholes.
Valve box castings: adjustments of valve box castings shall be made in the same manner
as for manholes.
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8-01 EROSION CONTROL AND WATER POLLUTION CONTRO L
(May 4, 2020 G&O GSP)
This Section is supplemented with the following:
This work also consists of transfer of coverage of the National Pollution Discharge
Elimination System.
8-01.3 Construction Requirements
(May 4, 2020 G&O GSP)
This Section is supplemented with the following:
The Contractor shall take all necessary precautions and utilize the Department of
Ecology’s (ECY ) Best Management Practices to prevent sediment and fugitive dust from
construction activities from entering into storm water systems, na tural waterways, or
environmentally sensitive areas and from otherwise being carried away from the
construction area by stormwater or air.
Temporary erosion protection shall be furnish ed, installed, and maintained for the
duration of this Project to protect environmentally sensitive areas, sloped surfaces,
adjacent areas and/or water bodies or conveyance systems. Temporary erosion
protection may include the use of straw, jute matting, wattles, heavy plastic sheeting, or
other forms of ground cover on areas disturbed by construction. Sloped surfaces shall
be restored and protected in such a manner that surface runoff does not erode the
embankments, slopes, or ground surfaces, nor create surface channels, or ruts.
Any damage caused by the Contractor’s failure to keep the erosion materials maintaine d
shall be borne by the Contractor alone.
The Contractor shall prepare and submit a S tormwater Pollution Prevention Plan, in
conformance with ECY requirements, to the Engineer before any Work begins.
8-01.3(1)A Submittals
(May 4, 2020 G&O GSP)
This Section is supplemented with the following:
The Contractor shall be required to maintain and update the TESC plan, as may be
required during the course of the Project. The TESC plan and details included are
provided solely for the establishment of basic erosion control measures and are not
intended to be a complete plan.
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8-01.3(9)D Inlet Protection
(May 4, 2020 G&O GSP)
This Section is supplemented with the following:
All catch basins grates within the project limits and adjacent areas shall have inlet
protection installed t o prevent sedimentation from entering the storm system. The inlet
protection shall be routinely cleaned of sediment t o prevent plugging. This sediment
shall be regularly removed, loaded, and hauled to waste whenever it presents a
potential surface accumulation problem or concern to the Contracting Agency.
8-01.4 Measurement
(May 4, 2020 G&O GSP)
This Section is supplemented with the following:
No specific unit of measure will apply to erosion and pollution preventio n.
8-01.5 Payment
(May 4, 2020 G&O GSP)
Delete all paragraphs under this Section and repl ace with the following:
Payments will be made in accordance with Section 1 -04.1 for the following Bid Item(s):
“Erosion Con trol and Water Pollution Pre vention”
The lump sum contract price for “Erosion Control and Water Pollution Prevention” shall
include all costs for preparing a TESC plan inspecting, documenting, testing, and
notification as required by the CSWGP and all temporary erosio n control and water
pollution prevention as stated herein and as further indicated on the Pl ans that is not
otherwise paid under separate contract items in the Proposal, including furnishing,
installing, maintaining, ,removal of erosion/water pollution prevention devices.
8-04 CURB, GUTTERS, AND SPILLWAYS
8-04.2 Materials
(******)
This Section is supplemented with the following:
Cement concrete curb, all extruded curb and gutter and valley gutt er shall be constructed with
Class 4000 psi air entrained concrete conforming to the requirements of Section 6 -02 of the
Standard Specifications.
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8-04.3 Construction Requirements
(******)
This Section is supplemented with the following:
Any gutter damaged, defaced, cracked, chipped, or determined to be of poor
workmanship, in the opinion of the Contracting Agency, shall be removed, wastehauled
and replaced by the Contractor, at the Contractor’s expense. Sacking and grinding shall
not be considered an acceptable means for repairing unacceptable sections. The
Contractor shall further provide verbal and written notice (door hanger) to property
owners identifying restricted use of their driveways, sidewalks, etc. This notice must be
provided twice: at 1 week prior and again 1 day prior t o the work being performed.
8-04.4 Measurement
(******)
This Section is supplemented with the following:
Cement concrete valley gutter will be measured by the linear foot.
8-04.5 Payment
(******)
This Section is supplemented with the following:
The unit contract price per linear foot for “Cement Concrete Valley Gutter” shall include
all costs associated with furnishing labor, material, tools, and equipment for the
complete installation of these items including, but not limited to, forming, placing,
block-outs, reinforcement, joint filler, curing, temporary barricades, and any other items
as shown on the plans and as required in the field for a complete installation. It shall
also include protecting all gutters from vandalism and other damage until accepted by
the Contracting Agency.
8-09 RAISED PAVEMENT MARKERS
8-09.3 Construction Requirements
(******)
This Section is supplemented with the following:
One Blue Raised Pavement Marker , Type 2 shall be placed in-line with the lane line that
is closest to the hydrant perpendicular to the centerline of the roadway in front of each
fire hydrant. On a two-lane roadway, the marker shall be offset from the centerline
4 inches toward the hydrant location.
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8-09.4 Measurement
(******)
Delete this Section and replace with the following:
Measurement of markers will be by units of 100 markers furnished and set in place
regardless of the type of marker.
8-09.5 Payment
(******)
Delete this Section and replace with the following:
“Raised Pavement Marker, Type ___,” per hundred.
The unit contract price per hundred for “Raised Pavement Marker, Type ___” shall be
full pay for furnishing and installing the markers, regardless of type, in accordance with
these Specifications in cluding all costs involved with tr affic control except for
reimbursement for labor for traffic control in accordance with Section 1 -10.5.
8-21 PERMANENT SIGNING
8-21.3(4) Sign Removal
(******)
This Section is supplemented with the following:
The Contractor shall obtain approval from the Engineer prior to removing existing signs.
8-21.3(5) Sign Relocation
(******)
This Section is supplemented with the following:
All existing signs not designated for permanent removal that are damaged or removed
shall be replaced by the Contractor a t no additional expense to the Contracting Agency.
Existing signs shall be temporarily relocated by the Contractor, as required, to portable
sign stands, subject to the approval of the Engineer. When temporarily in stalled on
posts, the signs shall be located as near as practical to their permanent locations and
shall have a minimum vertical clearance above the pavement in accordance with the
Manual on Uniform Traffic Control Devices (MUTCD).
All portable sign stand s shall be designed to rigidly support the sign in position without
creating a hazard to the motorist. Portable sign stands shall be furnished by the
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Contractor and upon completion of the work shall remain the property of the
Contractor and shall be remov ed from the Project.
8-21.5 Payment
(******)
This Section is supplemented with the following:
“Permanent Signing,” per lump sum.
The lump sum contract price for “Permanent Signing” shall be full pay for all material,
labor, tools, and equipment necess ary to remove, protect, and reinstall e xisting signs
including posts, concrete anchors, and fasteners, as specified herein and shown on the
Plans, as well as furnishing and installing all new permanent signs as may be specified on
the Plans.
8-22 PAVEMENT MARKING
8-22.1 Description
(******)
This Section is supplemented with the following:
Pavement markings shall conform to Section 8 -22 of the Standard Specifications, and
the latest edition and amendments thereto of the Manual on Uniform Traffic Contro l
Devices (MUTCD) as adopted by the Sta te of Washington, and shall be constructed as
shown in the Plans except as modified herein.
The Contractor shall be responsible for all traffic control required to place and protect
pavement marking material, as outlined in Sections 1 -07.23 and 1 -10 of the Standard
Specifications and these Special Provisions.
8-22.2 Materials
(******)
This Section is supplemented with the following:
Plastic pavement marking materials shall be Type A – liquid hot applied thermoplastic
unless indicated otherwise in the Con tract Documents.
Patents
The Contractor shall assume all costs arising from the use of patented materials,
equipment, devices, or processes used on or incorporated in the work, and agrees to
indemnify and save harmless the Contracting Agency and its dul y authorized
representatives from all suits of law or action of every nature for, or on account of, the
use of any patented materials, equipment, device, or processes.
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Acceptance
The Contractor shall be responsible f or supplying material that meets afores ta ted
material and testing requirements. The Contractor shall supply certification that the
pavement marking material meets the above specifications.
8-22.3 Construction Requirements
(******)
This Section is supplemented with the following:
In addition to the requirements of Sections 8-22.3(2) and 8-22.3(3), the application and
surface preparation shall conform to the manufacturer’s recommendations.
The Contractor shall provide the Engineer with two copies of the manufacturer’s
recommendations for installation.
In all cases, the product manufacturer’s recommended application procedures shall be
adhered to. When no such procedures have been published, workmanship shall be
governed by these Special Provisions and the Standard Specifications.
After cleaning of areas to receive pavement markings, the areas shall pass inspection of
the Engineer prior to application of the material or the primer coat.
Reflectorized beading as stated in Section 8 -22.3(3) of the Standard Spe cifications shall
be provided with all pavement markings.
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DIVISION 9 MATERIALS
9-03 AGGREGATES
9-03.8(7) HMA Tolerances and Adjustments
(******)
Delete Item 1 and replace it with the following:
1. Job Mix Formula Tolerances. After the JMF is determined as required in 5-
04.3(7)A, the constituents of the mixture at the time of acceptance shall
conform to the following tolerances:
Nonstatistical
Evaluation
Commercial
Evaluation Aggregate, percent passing
1", 3/4", 1/2", and 3/8" sieves 6% 8%
U.S. No. 4 sieve 6% 8%
U.S. No. 8 sieve 6% 8%
U.S. No. 200 sieve 2.0% 3.0%
Asphalt Binder 0.5% 0.7%
These tolerance limits constitute the allowable limits as described in Section 1 -06.2. The
tolerance limit for aggregate shall not exceed the limits of the control points section,
except the tolerance limits for sieves designated as 100 percent passing wi ll be 99-100.
The tolerance limits on sieves shall only apply to sieves with control points.
Appendices
(January 2, 2012 WSDOT)
The following appendices are attached and made a part of this contract:
Appendix A – Wage Rates
Washington State Prevailing Wage Rates
Appendix B – City of Renton Standard Plans
Appendix C – WSDOT Standard Plans
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(January 10, 2022 WSDOT GSP)
Standard Plans
The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21 -01,
effective September 13, 2021, is made a part of this contract.
The Standard Plans are revised as follows:
B-90.40
Valve Detail – DELETED
C-8
DELETED
C-8A
DELETED
C-20.10
Note 1: “Refer to Standard Plan C-1b and C-20.11 for additional details not shown on this
plan.” is revised to read: “Refer to Standard Plan C-1b for additional details not shown on
this plan.”
C-60.10
Sheet 1, ADD Note: NOTE: STEEL WELDED WIRE REINFORCEMENT DEFORMED FOR
CONCRETE MAY BE SUBSTITUTED FOR REINFORCING STEEL IN ACCORDANCE WITH
STANDARD SPECIFICATION, SECTION 6 -10.3
Sheet 2, New Note 5: The connecting pin may be fabricated with a forged head as shown
on Standard Plan C-60.15.”
C-60.80
DELETED
C-85.16
DELETED
C-85.20
DELETED
D-10.10
Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with
traffic barriers attached on top of the wall are considered non -standard and shall be
designed in accordance with the current WSDOT Bridge Design Manual (BDM) and the
revisions stated in the 11/3/15 Bridge Design memorandum.
2022 Overlay SP 96 Special Provisions
2022
D-10.15
Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with
traffic barriers attached on top of the wall are considered non -standard and shall be
designed in accordance with the current WSDOT BDM and the revisions stated in the
11/3/15 Bridge Design memorandum.
D-10.30
Wall Type 5 may be used in all cases.
D-10.35
Wall Type 6 may be used in all cases.
D-10.40
Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with
traffic barriers attached on top of the wall are considered non -standard and shall be
designed in accordance with the current WSDOT BDM and the revisions stated in the
11/3/15 Bridge Design memorandum.
D-10.45
Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with
traffic barriers attached on top of the wall are considered non -standard and shall be
designed in accordance with the current WSDOT BDM and the revisions stated in the
revisions stated in the 11/3/15 Bridge Design memorandum.
D-15.10
STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are
withdrawn. Special designs in accordance with the current WSDOT BDM are required in
place of these STD Plans.
D-15.20
STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are
withdrawn. Special designs in accordance with the current WSDO T BDM are required in
place of these STD Plans.
D-15.30
STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are
withdrawn. Special designs in accordance with the current WSDOT BDM are required in
place of these STD Plans.
G-90.11
DELETED
G-90.40
DELETED
2022 Overlay SP 97 Special Provisions
2022
J-10.16
Key Note 1, Standard Plan J-10.30 revised to Standard Plan J -10.14
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-20.26
Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton
post.”
J-20.16
View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE
J-21.10
Sheet 1, Elevation View, Round Concrete Foun dation Detail, 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”
Sheet 1 of 2, Elevation view (Round), add dimension depictin g the distance from the top
of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR.. Delete “(TYP.)” from
the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to
find 2 # 4 reinf. Bar.
Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top
of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from
the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to
find 1 # 4 reinf. Bar.
Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top
of the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from
the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to
find 2 # 4 reinf. Bar.
Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top
of the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from
the 2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to
find 1 # 4 reinf. Bar.
Detail F, callout, “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts
(see Note 3)” is revised to read; “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque
Clamping Bolts (see Note 1)”
Detail F, callout, “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Four Required (See Note 4)” is
revised to read; “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Three Required (See Note 2)”
J-21.15
Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE NIPPLE ~
1 ½” (IN) DIAM.
2022 Overlay SP 98 Special Provisions
2022
J-21.16
Detail A, callout, was – LOCKNIPPLE, is revised to read; CHASE NIPPLE
J-22.15
Ramp Meter Signal Standard, elevation, dimension 4’ - 6” is revised to read; 6’-0”
(2x) Detail A, callout, was – LOCK NIPPLE ~ 1 ½” DIAM. is revised to read; CHASE NIPPLE ~
1 ½” (IN) DIAM.
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-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.”
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 dat es
shall not be used in this contract.
A-10.10-00........8/7/07 A-30.35-00.......10/12/07 A-50.10-01……...8/17/21
A-10.20-00......10/5/07 A-40.00-00.........8/11/09 A-50.40-01……...8/17/21
A-10.30-00......10/5/07 A-40.10-04.........7/31/19 A-60.10-03........12/23/14
A-20.10-00......8/31/07 A-40.15-00.........8/11/09 A-60.20-03.........12/23/14
A-30.10-00......11/8/07 A-40.20-04.........1/18/17 A-60.30-01..........6/28/18
A-30.30-01......6/16/11 A-40.50-02.........12/23/14 A-60.40-00..........8/31/07
B-5.20-03........9/9/20 B-30.50-03.........2/27/18 B-75.20-03..........8/17/21
B-5.40-02.........1/26/17 B-30.60-00……..9/9/20 B-75.50-01..........6/10/08
B-5.60-02.........1/26/17 B-30.70-04.........2/27/18 B-75.60-00............6/8/06
B-10.20-02........3/2/18 B-30.80-01..........2/27/18 B-80.20-00.........6/8/06
B-10.40-02........8/17/21 B-30.90-02........1/26/17 B-80.40-00.........6/1/06
2022 Overlay SP 99 Special Provisions
2022
B-10.70-02……8/17/21 B-35.20-00..........6/8/06 B-85.10-01.........6/10/08
B-15.20-01........2/7/12 B-35.40-00..........6/8/06 B-85.20-00..........6/1/06
B-15.40-01........2/7/12 B-40.20-00..........6/1/06 B-85.30-00..........6/1/06
B-15.60-02........1/26/17 B-40.40-02........1/26/17 B-85.40-00..........6/8/06
B-20.20-02.......3/16/12 B-45.20-01..........7/11/17 B-85.50-01.........6/10/08
B-20.40-04.......2/27/18 B-45.40-01..........7/21/17 B-90.10-00….......6/8/06
B-20.60-03.......3/15/12 B-50.20-00..........6/1/06 B-90.20-00..........6/8/06
B-25.20-02........2/27/18 B-55.20-03..........8/17/21 B-90.30-00..........6/8/06
B-25.60-02.........2/27/18 B-60.20-02..........9/9/20 B-90.40-01..........1/26/17
B-30.05-00……..9/9/20 B-60.40-01..........2/27/18 B-90.50-00..........6/8/06
B-30.10-03.........2/27/18 B-65.20-01..........4/26/12 B-95.20-02..........8/17/21
B-30.15-00……..2/27/18 B-65.40-00..........6/1/06 B-95.40-01..........6/28/18
B-30.20-04.........2/27/18 B-70.20-00..........6/1/06
B-30.30-03.........2/27/18 B-70.60-01..........1/26/17
B-30.40-03..........2/27/18
C-1....................9/9/20 C-22.16-07........9/16/20 C-60.70-00……9/24/20
C-1b...................9/9/20 C-22.40-08........9/16/20 C-60.80-00……..8/17/21
C-1d................10/31/03 C-22.45-05........9/16/20 C-70.15-00……..8/17/21
C-2c..................8/12/19 C-23.60-04........7/21/17 C-70.10-03........8/20/21
C-4f...................8/12/19 C.24.10-02........8/12/19 C-75.10-02........9/16/20
C-6a................10/14/09 C-25.20-07........8/20/21 C-75.20-03........8/20/21
C-7.....................6/16/11 C-25.22-06........8/20/21 C-75.30-03........8/20/21
C-7a...................6/16/11 C-25.26-05........8/20/21 C-80.10-02........9/16/20
C-8.....................2/10/09 C-25.30-01…….8/20/21 C-80.20-01........6/11/14
C-8a...................7/25/97 C-25.80-05........8/12/19 C-80.30-02........8/20/21
C-20.10-07.........8/20/21 C-60.10-01…….9/24/20 C-80.40-01........6/11/14
C-20.14-04..........8/12/19 C-60.15-00……..8/17/21 C-85.10-00........4/8/12
C-20.15-02..........6/11/14 C-60.20-00……9/24/20 C-85.11-01........9/16/20
C-20.18-03..........8/12/19 C-60.30-01……8/17/21 C-85.15-02........8/27/21
C-20.40-08..........8/20/21 C-60.40-00……..8/17/21 C-85-18 -02........8/20/21
C-20.41-03..........8/20/21 C-60.45-00……..8/17/21
C-20.42-05..........7/14/15 C-60.50-00……..8/17/21
C-20.45.02..........8/12/19 C-60.60-00……..8/17/21
D-2.04-00........11/10/05 D-2.80-00........11/10/05 D-10.10-01......12/2/08
D-2.06-01........1/6/09 D-2.84-00........11/10/05 D-10.15-01......12/2/08
D-2.08-00........11/10/05 D-2.88-00........11/10/05 D-10.20-01.........8/7/19
D-2.32-00........11/10/05 D-2.92-00........11/10/05 D-10.25-01.........8/7/19
D-2.34-01........1/6/09 D-3.09-00........5/17/12 D-10.30-00.........7/8/08
D-2.36-03........6/11/14 D-3.10-01……5/29/13 D-10.35-00.........7/8/08
D-2.46-02……8/13/21 D-3.11-03……6/11/14 D-10.40-01......12/2/08
D-2.60-00........11/10/05 D-3.15-02……6/10/13 D-10.45-01......12/2/08
D-2.62-00........11/10/05 D-3.16-02……5/29/13
D-2.64-01........1/6/09 D-3.17-02……5/9/16
D-2.66-00........11/10/05 D-4.................12/11/98
2022 Overlay SP 100 Special Provisions
2022
D-2.68-00........11/10/05 D-6...................6/19/98
E-1....................2/21/07 E-4....................8/27/03
E-2....................5/29/98 E-4a..................8/27/03
F-10.12-04.......9/24/20 F-10.62-02........4/22/14 F-40.15-04........9/25/20
F-10.16-00.......12/20/06 F-10.64-03........4/22/14 F-40.16-03........6/29/16
F-10.18-02.........9/24/20 F-30.10-04........9/25/20 F-45.10-03........8/13/21
F-10.40-04...........9/24/20 F-40.12-03........6/29/16 F-80.10-04........7/15/16
F-10.42-00.........1/23/07 F-40.14-03........6/29/16
G-10.10-00........9/20/07 G-26.10-00……7/31/19
G-20.10-03........8/20/21 G-30.10-04.......6/23/15
G-22.10-04..........6/28/18 G-50.10-03.......6/28/18
G-24.10-00......11/8/07 G-90.10-03……7/11/17
G-24.20-01......2/7/12 G-90.20-05……7/11/17
G-24.30-02......6/28/18 G-90.30-04……7/11/17
G-24.40-07.....6/28/18 G-95.10-02........6/28/18
G-24.50-05.....8/7/19 G-95.20-03........6/28/18
G-24.60-05.....6/28/18 G-95.30-03........6/28/18
G-25.10-05.......9/16/20
H-10.10-00..........7/3/08 H-32.10-00.......9/20/07 H-70.10-02......8/17/21
H-10.15-00..........7/3/08 H-60.10-01.........7/3/08 H-70.20-02......8/17/21
H-30.10-00......10/12/07 H-60.20-01.........7/3/08
I-10.10-01.........8/11/09 I-30.20-00.........9/20/07 I-40.20-00.........9/20/07
I-30.10-02.........3/22/13 I-30.30-02.........6/12/19 I-50.20-01..........6/10/13
I-30.15-02.........3/22/13 I-30.40-02.......6/12/19 I-60.10-01..........6/10/13
I-30.16-01.........7/11/19 I-30.60-02.........6/12/19 I-60.20-01..........6/10/13
I-30.17-01.........6/12/19 I-40.10-00.........9/20/07 I-80.10-02..........7/15/16
J-10..................7/18/97 J-28.40-02......6/11/14 J-60.13-00…....6/16/10
J-10.10-04……9/16/20 J-28.42-01.......6/11/14 J-60.14-01……7/31/19
J-10.12-00……9/16/20 J-28.43-01.......6/28/18 J-75.10-02……7/10/15
J-10.14-00……9/16/20 J-28.45-03.......7/21/16 J-75.20-01……7/10/15
J-10.15-01........6/11/14 J-28.50-03.......7/21/16 J-75.30-02…….7/10/15
J-10.16-02……8/18/21 J-28.60-03.......8/27/21 J-75.41-01……6/29/16
J-10.17-02……8/18/21 J-28.70-03.......7/21/17 J-75.45-02……6/1/16
J-10.18-02……8/18/21 J-29.10-01.......7/21/16 J-80.10-01……8/18/21
J-10.20-04……8/18/21 J-29.15-01.......7/21/16 J-80.12-00……8/18/21
J-10.21-02……8/18/21 J-29.16-02.......7/21/16 J-80.15-00……6/28/18
J-10.22-02........8/18/21 J-30.10-00…...6/18/15 J-81.10-02……8/18/21
J-10.25-00……7/11/17 J-40.05-00……7/21/16 J-81.12-00……9/3/21
J-12.15-00……6/28/18 J-40.10-04…...4/28/16 J-86.10-00……6/28/18
J-12.16-00……6/28/18 J-40.20-03…...4/28/16 J-90.10-03…….6/28/18
2022 Overlay SP 101 Special Provisions
2022
J-15.10-01........6/11/14 J-40.30-04……4/28/16 J-90.20-03…….6/28/18
J-15.15-02……7/10/15 J-40.35-01……5/29/13 J-90.21-02……6/28/18
J-20.10-04........7/31/19 J-40.36-02……7/21/17 J-90.50-00……6/28/18
J-20.11-03........7/31/19 J-40.37-02……7/21/17
J-20.15-03........6/30/14 J-40.38-01.......5/20/13
J-20.16-02........6/30/14 J-40.39-00……5/20/13
J-20.20-02........5/20/13 J-40.40-02……7/31/19
J-20.26-01........7/12/12 J-45.36-00……7/21/17
J-21.10-04......6/30/14 J-50.05-00……7/21/17
J-21.15-01......6/10/13 J-50.10-01…….7/31/19
J-21.16-01......6/10/13 J-50.11-02…….7/31/19
J-21.17-01......6/10/13 J-50.12-02…….8/7/19
J-21.20-01......6/10/13 J-50.13-00…….8/22/19
J-22.15-02......7/10/15 J-50.15-01…….7/21/17
J-22.16-03......7/10/15 J-50.16-01…….3/22/13
J-26.10-03…..7/21/16 J-50.18-00…….8/7/19
J-26.15-01…..5/17/12 J-50.19-00…….8/7/19
J-26.20-01…..6/28/18 J-50.20-00…….6/3/11
J-27.10-01…..7/21/16 J-50.25-00…….6/3/11
J-27.15-00…..3/15/12 J-50.30-00…….6/3/11
J-28.10-02......8/7/19 J-60.05-01…….7/21/16
J-28.22-00.......8/07/07 J-60.11-00…....5/20/13
J-28.24-02.......9/16/20 J-60.12-00…....5/20/13
J-28.26-01......12/02/08
J-28.30-03......6/11/14
K-70.20-01.......6/1/16 K-80.35-01.......9/16/20
K-80.10-02.......9/25/20 K-80.37-01.......9/16/20
K-80.20-00.....12/20/06
K-80.32-00……8/17/21
K-80.34-00……8/17/21
L-10.10-02........6/21/12 L-40.15-01........6/16/11 L-70.10-01.......5/21/08
L-20.10-03........7/14/15 L-40.20-02........6/21/12 L-70.20-01.......5/21/08
L-30.10-02........6/11/14
M-1.20-04.........9/25/20 M-11.10-03........8/7/19 M-40.20-00......10/12/07
M-1.40-03.........9/25/20 M-12.10-02……9/25/20 M-40.30-01......7/11/17
M-1.60-03.........9/25/20 M-15.10-01........2/6/07 M-40.40-00......9/20/07
M-1.80-03.........6/3/11 M-17.10-02........7/3/08 M-40.50-00......9/20/07
M-2.20-03.........7/10/15 M-20.10-03........9/25/20 M-40.60-00......9/20/07
M-2.21-00……..7/10/15 M-20.20-02........4/20/15 M-60.10-01......6/3/11
M-3.10-04.........9/25/20 M-20.30-04........2/29/16 M-60.20-03......8/17/21
M-3.20-03.........9/25/20 M-20.40-03........6/24/14 M-65.10-03......8/17/21
M-3.30-04.........9/25/20 M-20.50-02........6/3/11 M-80.10-01......6/3/11
M-3.40-04.........9/25/20 M-24.20-02.......4/20/15 M-80.20-00......6/10/08
2022 Overlay SP 102 Special Provisions
2022
M-3.50-03.........9/25/20 M-24.40-02.......4/20/15 M-80.30-00......6/10/08
M-5.10-03.........9/25/20 M-24.60-04.......6/24/14
M-7.50-01.........1/30/07 M-24.65-00……7/11/17
M-9.50-02.........6/24/14 M-24.66-00……7/11/17
M-9.60-00……..2/10/09 M-40.10-03......6/24/14
City of Renton
Contract Provisions for
2022 Overlay
______________________________________________________________________________
APPENDIX A. PREVAILING HOURLY MINIMUM WAGE RATES
State of Washington
Department of Labor & Industries
Prevailing Wage Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of
fringe benefits. On public works projects, worker's wage and benefit rates must add to not less
than this total. A brief description of overtime calculation requirements are provided on the
Benefit Code Key.
Journey Level Prevailing Wage Rates for the Effective Date: 07/05/2022
County Trade Job Classification Wage HolidayOvertime Note *Risk
Class
King Asbestos Abatement Workers Journey Level $54.62 5D 1H View
King Boilermakers Journey Level $72.54 5N 1C View
King Brick Mason Journey Level $63.32 7E 1N View
King Brick Mason Pointer-Caulker-Cleaner $63.32 7E 1N View
King Building Service Employees Janitor $27.23 5S 2F View
King Building Service Employees Traveling Waxer/Shampooer $27.68 5S 2F View
King Building Service Employees Window Cleaner (Non-
Scaffold)
$31.18 5S 2F View
King Building Service Employees Window Cleaner (Scaffold) $32.18 5S 2F View
King Cabinet Makers (In Shop)Journey Level $22.74 1 View
King Carpenters Acoustical Worker $68.19 15J 4C View
King Carpenters Bridge, Dock And Wharf
Carpenters
$68.19 15J 4C View
King Carpenters Carpenter $68.19 15J 4C View
King Carpenters Floor Finisher $68.19 15J 4C View
King Carpenters Floor Layer $68.19 15J 4C View
King Carpenters Scaffold Erector $68.19 15J 4C View
King Cement Masons Application of all Composition
Mastic
$67.41 15J 4U View
King Cement Masons Application of all Epoxy
Material
$66.91 15J 4U View
King Cement Masons Application of all Plastic
Material
$67.41 15J 4U View
King Cement Masons Application of Sealing
Compound
$66.91 15J 4U View
King Cement Masons Application of Underlayment $67.41 15J 4U View
King Cement Masons Building General $66.91 15J 4U View
King Cement Masons Composition or Kalman Floors $67.41 15J 4U View
King Cement Masons Concrete Paving $66.91 15J 4U View
King Cement Masons Curb & Gutter Machine $67.41 15J 4U View
King Cement Masons Curb & Gutter, Sidewalks $66.91 15J 4U View
King Cement Masons Curing Concrete $66.91 15J 4U View
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King Cement Masons Finish Colored Concrete $67.41 15J 4U View
King Cement Masons Floor Grinding $67.41 15J 4U View
King Cement Masons Floor Grinding/Polisher $66.91 15J 4U View
King Cement Masons Green Concrete Saw, self-
powered
$67.41 15J 4U View
King Cement Masons Grouting of all Plates $66.91 15J 4U View
King Cement Masons Grouting of all Tilt-up Panels $66.91 15J 4U View
King Cement Masons Gunite Nozzleman $67.41 15J 4U View
King Cement Masons Hand Powered Grinder $67.41 15J 4U View
King Cement Masons Journey Level $66.91 15J 4U View
King Cement Masons Patching Concrete $66.91 15J 4U View
King Cement Masons Pneumatic Power Tools $67.41 15J 4U View
King Cement Masons Power Chipping & Brushing $67.41 15J 4U View
King Cement Masons Sand Blasting Architectural
Finish
$67.41 15J 4U View
King Cement Masons Screed & Rodding Machine $67.41 15J 4U View
King Cement Masons Spackling or Skim Coat
Concrete
$66.91 15J 4U View
King Cement Masons Troweling Machine Operator $67.41 15J 4U View
King Cement Masons Troweling Machine Operator
on Colored Slabs
$67.41 15J 4U View
King Cement Masons Tunnel Workers $67.41 15J 4U View
King Divers & Tenders Bell/Vehicle or Submersible
Operator (Not Under Pressure)
$122.46 15J 4C View
King Divers & Tenders Diver $122.49 15J 4C 8V View
King Divers & Tenders Diver On Standby $81.04 15J 4C View
King Divers & Tenders Diver Tender $73.60 15J 4C View
King Divers & Tenders Manifold Operator $73.60 15J 4C View
King Divers & Tenders Manifold Operator Mixed Gas $78.60 15J 4C View
King Divers & Tenders Remote Operated Vehicle
Operator/Technician
$73.60 15J 4C View
King Divers & Tenders Remote Operated Vehicle
Tender
$68.64 15J 4C View
King Dredge Workers Assistant Engineer $73.62 5D 3F View
King Dredge Workers Assistant Mate (Deckhand) $73.05 5D 3F View
King Dredge Workers Boatmen $73.62 5D 3F View
King Dredge Workers Engineer Welder $75.03 5D 3F View
King Dredge Workers Leverman, Hydraulic $76.53 5D 3F View
King Dredge Workers Mates $73.62 5D 3F View
King Dredge Workers Oiler $73.05 5D 3F View
King Drywall Applicator Journey Level $68.19 15J 4C View
King Drywall Tapers Journey Level $67.91 5P 1E View
King Electrical Fixture
Maintenance Workers
Journey Level $35.19 5L 1E View
King Electricians - Inside Cable Splicer $97.21 7C 4E View
King Electricians - Inside Cable Splicer (tunnel) $104.49 7C 4E View
King Electricians - Inside Certified Welder $93.91 7C 4E View
King Electricians - Inside Certified Welder (tunnel) $100.86 7C 4E View
King Electricians - Inside Construction Stock Person $47.03 7C 4E View
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2 of 17 6/13/2022, 10:00 AM
King Electricians - Inside Journey Level $90.59 7C 4E View
King Electricians - Inside Journey Level (tunnel) $97.21 7C 4E View
King Electricians - Motor Shop Journey Level $48.68 5A 1B View
King Electricians - Powerline
Construction
Cable Splicer $88.89 5A 4D View
King Electricians - Powerline
Construction
Certified Line Welder $81.65 5A 4D View
King Electricians - Powerline
Construction
Groundperson $52.91 5A 4D View
King Electricians - Powerline
Construction
Heavy Line Equipment
Operator
$81.65 5A 4D View
King Electricians - Powerline
Construction
Journey Level Lineperson $81.65 5A 4D View
King Electricians - Powerline
Construction
Line Equipment Operator $70.02 5A 4D View
King Electricians - Powerline
Construction
Meter Installer $52.91 5A 4D 8W View
King Electricians - Powerline
Construction
Pole Sprayer $81.65 5A 4D View
King Electricians - Powerline
Construction
Powderperson $60.75 5A 4D View
King Electronic Technicians Journey Level $59.10 7E 1E View
King Elevator Constructors Mechanic $103.81 7D 4A View
King Elevator Constructors Mechanic In Charge $112.09 7D 4A View
King Fabricated Precast Concrete
Products
All Classifications - In-Factory
Work Only
$18.25 5B 1R View
King Fence Erectors Fence Erector $46.29 15J 4V 8Y View
King Fence Erectors Fence Laborer $46.29 15J 4V 8Y View
King Flaggers Journey Level $46.29 15J 4V 8Y View
King Glaziers Journey Level $72.41 7L 1Y View
King Heat & Frost Insulators And
Asbestos Workers
Journey Level $82.02 15H 11C View
King Heating Equipment Mechanics Journey Level $91.83 7F 1E View
King Hod Carriers & Mason Tenders Journey Level $57.31 15J 4V 8Y View
King Industrial Power Vacuum
Cleaner
Journey Level $14.49 1 View
King Inland Boatmen Boat Operator $61.41 5B 1K View
King Inland Boatmen Cook $56.48 5B 1K View
King Inland Boatmen Deckhand $57.48 5B 1K View
King Inland Boatmen Deckhand Engineer $58.81 5B 1K View
King Inland Boatmen Launch Operator $58.89 5B 1K View
King Inland Boatmen Mate $57.31 5B 1K View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems By
Remote Control
Cleaner Operator, Foamer
Operator
$31.49 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems By
Remote Control
Grout Truck Operator $14.49 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems By
Remote Control
Head Operator $24.91 1 View
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3 of 17 6/13/2022, 10:00 AM
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems By
Remote Control
Technician $19.33 1 View
King Inspection/Cleaning/Sealing
Of Sewer & Water Systems By
Remote Control
Tv Truck Operator $20.45 1 View
King Insulation Applicators Journey Level $68.19 15J 4C View
King Ironworkers Journeyman $80.28 7N 1O View
King Laborers Air, Gas Or Electric Vibrating
Screed
$54.62 15J 4V 8Y View
King Laborers Airtrac Drill Operator $56.31 15J 4V 8Y View
King Laborers Ballast Regular Machine $54.62 15J 4V 8Y View
King Laborers Batch Weighman $46.29 15J 4V 8Y View
King Laborers Brick Pavers $54.62 15J 4V 8Y View
King Laborers Brush Cutter $54.62 15J 4V 8Y View
King Laborers Brush Hog Feeder $54.62 15J 4V 8Y View
King Laborers Burner $54.62 15J 4V 8Y View
King Laborers Caisson Worker $56.31 15J 4V 8Y View
King Laborers Carpenter Tender $54.62 15J 4V 8Y View
King Laborers Cement Dumper-paving $55.62 15J 4V 8Y View
King Laborers Cement Finisher Tender $54.62 15J 4V 8Y View
King Laborers Change House Or Dry Shack $54.62 15J 4V 8Y View
King Laborers Chipping Gun (30 Lbs. And
Over)
$55.62 15J 4V 8Y View
King Laborers Chipping Gun (Under 30 Lbs.) $54.62 15J 4V 8Y View
King Laborers Choker Setter $54.62 15J 4V 8Y View
King Laborers Chuck Tender $54.62 15J 4V 8Y View
King Laborers Clary Power Spreader $55.62 15J 4V 8Y View
King Laborers Clean-up Laborer $54.62 15J 4V 8Y View
King Laborers Concrete Dumper/Chute
Operator
$55.62 15J 4V 8Y View
King Laborers Concrete Form Stripper $54.62 15J 4V 8Y View
King Laborers Concrete Placement Crew $55.62 15J 4V 8Y View
King Laborers Concrete Saw Operator/Core
Driller
$55.62 15J 4V 8Y View
King Laborers Crusher Feeder $46.29 15J 4V 8Y View
King Laborers Curing Laborer $54.62 15J 4V 8Y View
King Laborers Demolition: Wrecking &
Moving (Incl. Charred Material)
$54.62 15J 4V 8Y View
King Laborers Ditch Digger $54.62 15J 4V 8Y View
King Laborers Diver $56.31 15J 4V 8Y View
King Laborers Drill Operator (Hydraulic,
Diamond)
$55.62 15J 4V 8Y View
King Laborers Dry Stack Walls $54.62 15J 4V 8Y View
King Laborers Dump Person $54.62 15J 4V 8Y View
King Laborers Epoxy Technician $54.62 15J 4V 8Y View
King Laborers Erosion Control Worker $54.62 15J 4V 8Y View
King Laborers Faller & Bucker Chain Saw $55.62 15J 4V 8Y View
King Laborers Fine Graders $54.62 15J 4V 8Y View
King Laborers Firewatch $46.29 15J 4V 8Y View
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4 of 17 6/13/2022, 10:00 AM
King Laborers Form Setter $54.62 15J 4V 8Y View
King Laborers Gabian Basket Builders $54.62 15J 4V 8Y View
King Laborers General Laborer $54.62 15J 4V 8Y View
King Laborers Grade Checker & Transit
Person
$57.31 15J 4V 8Y View
King Laborers Grinders $54.62 15J 4V 8Y View
King Laborers Grout Machine Tender $54.62 15J 4V 8Y View
King Laborers Groutmen (Pressure) Including
Post Tension Beams
$55.62 15J 4V 8Y View
King Laborers Guardrail Erector $54.62 15J 4V 8Y View
King Laborers Hazardous Waste Worker
(Level A)
$56.31 15J 4V 8Y View
King Laborers Hazardous Waste Worker
(Level B)
$55.62 15J 4V 8Y View
King Laborers Hazardous Waste Worker
(Level C)
$54.62 15J 4V 8Y View
King Laborers High Scaler $56.31 15J 4V 8Y View
King Laborers Jackhammer $55.62 15J 4V 8Y View
King Laborers Laserbeam Operator $55.62 15J 4V 8Y View
King Laborers Maintenance Person $54.62 15J 4V 8Y View
King Laborers Manhole Builder-Mudman $55.62 15J 4V 8Y View
King Laborers Material Yard Person $54.62 15J 4V 8Y View
King Laborers Motorman-Dinky Locomotive $55.62 15J 4V 8Y View
King Laborers nozzleman (concrete pump,
green cutter when using
combination of high pressure
air & water on concrete &
rock, sandblast, gunite,
shotcrete, water blaster,
vacuum blaster)
$57.31 15J 4V 8Y View
King Laborers Pavement Breaker $55.62 15J 4V 8Y View
King Laborers Pilot Car $46.29 15J 4V 8Y View
King Laborers Pipe Layer (Lead)$57.31 15J 4V 8Y View
King Laborers Pipe Layer/Tailor $55.62 15J 4V 8Y View
King Laborers Pipe Pot Tender $55.62 15J 4V 8Y View
King Laborers Pipe Reliner $55.62 15J 4V 8Y View
King Laborers Pipe Wrapper $55.62 15J 4V 8Y View
King Laborers Pot Tender $54.62 15J 4V 8Y View
King Laborers Powderman $56.31 15J 4V 8Y View
King Laborers Powderman's Helper $54.62 15J 4V 8Y View
King Laborers Power Jacks $55.62 15J 4V 8Y View
King Laborers Railroad Spike Puller - Power $55.62 15J 4V 8Y View
King Laborers Raker - Asphalt $57.31 15J 4V 8Y View
King Laborers Re-timberman $56.31 15J 4V 8Y View
King Laborers Remote Equipment Operator $55.62 15J 4V 8Y View
King Laborers Rigger/Signal Person $55.62 15J 4V 8Y View
King Laborers Rip Rap Person $54.62 15J 4V 8Y View
King Laborers Rivet Buster $55.62 15J 4V 8Y View
King Laborers Rodder $55.62 15J 4V 8Y View
King Laborers Scaffold Erector $54.62 15J 4V 8Y View
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5 of 17 6/13/2022, 10:00 AM
King Laborers Scale Person $54.62 15J 4V 8Y View
King Laborers Sloper (Over 20")$55.62 15J 4V 8Y View
King Laborers Sloper Sprayer $54.62 15J 4V 8Y View
King Laborers Spreader (Concrete)$55.62 15J 4V 8Y View
King Laborers Stake Hopper $54.62 15J 4V 8Y View
King Laborers Stock Piler $54.62 15J 4V 8Y View
King Laborers Swinging Stage/Boatswain
Chair
$46.29 15J 4V 8Y View
King Laborers Tamper & Similar Electric, Air
& Gas Operated Tools
$55.62 15J 4V 8Y View
King Laborers Tamper (Multiple & Self-
propelled)
$55.62 15J 4V 8Y View
King Laborers Timber Person - Sewer (Lagger,
Shorer & Cribber)
$55.62 15J 4V 8Y View
King Laborers Toolroom Person (at Jobsite) $54.62 15J 4V 8Y View
King Laborers Topper $54.62 15J 4V 8Y View
King Laborers Track Laborer $54.62 15J 4V 8Y View
King Laborers Track Liner (Power)$55.62 15J 4V 8Y View
King Laborers Traffic Control Laborer $49.50 15J 4V 9C View
King Laborers Traffic Control Supervisor $52.45 15J 4V 9C View
King Laborers Truck Spotter $54.62 15J 4V 8Y View
King Laborers Tugger Operator $55.62 15J 4V 8Y View
King Laborers Tunnel Work-Compressed Air
Worker 0-30 psi
$142.82 15J 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 30.01-44.00 psi
$147.85 15J 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 44.01-54.00 psi
$151.53 15J 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 54.01-60.00 psi
$157.23 15J 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 60.01-64.00 psi
$159.35 15J 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 64.01-68.00 psi
$164.45 15J 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 68.01-70.00 psi
$166.35 15J 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 70.01-72.00 psi
$168.35 15J 4V 9B View
King Laborers Tunnel Work-Compressed Air
Worker 72.01-74.00 psi
$170.35 15J 4V 9B View
King Laborers Tunnel Work-Guage and Lock
Tender
$57.41 15J 4V 8Y View
King Laborers Tunnel Work-Miner $57.41 7A 4V 8Y View
King Laborers Tunnel Work-Miner $57.41 15J 4V 8Y View
King Laborers Vibrator $55.62 15J 4V 8Y View
King Laborers Vinyl Seamer $54.62 15J 4V 8Y View
King Laborers Watchman $42.08 15J 4V 8Y View
King Laborers Welder $55.62 15J 4V 8Y View
King Laborers Well Point Laborer $55.62 15J 4V 8Y View
King Laborers Window Washer/Cleaner $42.08 15J 4V 8Y View
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6 of 17 6/13/2022, 10:00 AM
King Laborers - Underground
Sewer & Water
General Laborer & Topman $54.62 15J 4V 8Y View
King Laborers - Underground
Sewer & Water
Pipe Layer $55.62 15J 4V 8Y View
King Landscape Construction Landscape
Construction/Landscaping Or
Planting Laborers
$42.08 15J 4V 8Y View
King Landscape Construction Landscape Operator $75.50 15J 11G 8X View
King Landscape Maintenance Groundskeeper $17.87 1 View
King Lathers Journey Level $68.19 15J 4C View
King Marble Setters Journey Level $63.32 7E 1N View
King Metal Fabrication (In Shop)Fitter/Certified Welder $42.17 15I 11E View
King Metal Fabrication (In Shop)General Laborer $30.07 15I 11E View
King Metal Fabrication (In Shop)Mechanic $43.63 15I 11E View
King Metal Fabrication (In Shop)Welder/Burner $39.28 15I 11E View
King Millwright Journey Level $69.74 15J 4C View
King Modular Buildings Cabinet Assembly $14.49 1 View
King Modular Buildings Electrician $14.49 1 View
King Modular Buildings Equipment Maintenance $14.49 1 View
King Modular Buildings Plumber $14.49 1 View
King Modular Buildings Production Worker $14.49 1 View
King Modular Buildings Tool Maintenance $14.49 1 View
King Modular Buildings Utility Person $14.49 1 View
King Modular Buildings Welder $14.49 1 View
King Painters Journey Level $47.70 6Z 2B View
King Pile Driver Crew Tender $62.69 15J 4C View
King Pile Driver Crew Tender/Technician $62.69 15J 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker
0-30.00 PSI
$85.00 15J 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker 30.01 -
44.00 PSI
$90.00 15J 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker 44.01 -
54.00 PSI
$94.00 15J 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker 64.01 -
68.00 PSI
$106.50 15J 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker 68.01 -
70.00 PSI
$108.50 15J 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker 70.01 -
72.00 PSI
$110.50 15J 4C View
King Pile Driver Hyperbaric Worker -
Compressed Air Worker 72.01 -
74.00 PSI
$112.50 15J 4C View
King Pile Driver Journey Level $68.64 15J 4C View
King Plasterers Journey Level $64.14 7Q 1R View
King Plasterers Nozzleman $67.64 7Q 1R View
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7 of 17 6/13/2022, 10:00 AM
King Playground & Park Equipment
Installers
Journey Level $14.49 1 View
King Plumbers & Pipefitters Journey Level $94.69 6Z 1G View
King Power Equipment Operators Asphalt Plant Operators $76.77 15J 11G 8X View
King Power Equipment Operators Assistant Engineer $72.20 15J 11G 8X View
King Power Equipment Operators Barrier Machine (zipper) $76.09 15J 11G 8X View
King Power Equipment Operators Batch Plant Operator:
concrete
$76.09 15J 11G 8X View
King Power Equipment Operators Boat Operator $76.87 7A 11H 8X View
King Power Equipment Operators Bobcat $72.20 15J 11G 8X View
King Power Equipment Operators Brokk - Remote Demolition
Equipment
$72.20 15J 11G 8X View
King Power Equipment Operators Brooms $72.20 15J 11G 8X View
King Power Equipment Operators Bump Cutter $76.09 15J 11G 8X View
King Power Equipment Operators Cableways $76.77 15J 11G 8X View
King Power Equipment Operators Chipper $76.09 15J 11G 8X View
King Power Equipment Operators Compressor $72.20 15J 11G 8X View
King Power Equipment Operators Concrete Finish Machine -
Laser Screed
$72.20 15J 11G 8X View
King Power Equipment Operators Concrete Pump - Mounted Or
Trailer High Pressure Line
Pump, Pump High Pressure
$75.50 15J 11G 8X View
King Power Equipment Operators Concrete Pump: Truck Mount
With Boom Attachment Over
42 M
$76.77 15J 11G 8X View
King Power Equipment Operators Concrete Pump: Truck Mount
With Boom Attachment Up To
42m
$76.09 15J 11G 8X View
King Power Equipment Operators Conveyors $75.50 15J 11G 8X View
King Power Equipment Operators Cranes Friction: 200 tons and
over
$79.20 7A 11H 8X View
King Power Equipment Operators Cranes, A-frame: 10 tons and
under
$72.30 7A 11H 8X View
King Power Equipment Operators Cranes: 100 tons through 199
tons, or 150’ of boom
(including jib with
attachments)
$77.63 7A 11H 8X View
King Power Equipment Operators Cranes: 20 tons through 44
tons with attachments
$76.19 7A 11H 8X View
King Power Equipment Operators Cranes: 200 tons- 299 tons, or
250’ of boom including jib
with attachments
$78.44 7A 11H 8X View
King Power Equipment Operators Cranes: 300 tons and over or
300’ of boom including jib
with attachments
$79.20 7A 11H 8X View
King Power Equipment Operators Cranes: 45 tons through 99
tons, under 150’ of
boom(including jib with
attachments)
$76.87 7A 11H 8X View
King Power Equipment Operators Cranes: Friction cranes
through 199 tons
$78.44 7A 11H 8X View
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8 of 17 6/13/2022, 10:00 AM
King Power Equipment Operators Cranes: through 19 tons with
attachments, a-frame over 10
tons
$75.60 7A 11H 8X View
King Power Equipment Operators Crusher $76.09 15J 11G 8X View
King Power Equipment Operators Deck Engineer/Deck Winches
(power)
$76.09 15J 11G 8X View
King Power Equipment Operators Derricks, On Building Work $76.77 15J 11G 8X View
King Power Equipment Operators Dozers D-9 & Under $75.50 15J 11G 8X View
King Power Equipment Operators Drill Oilers: Auger Type, Truck
Or Crane Mount
$75.50 15J 11G 8X View
King Power Equipment Operators Drilling Machine $77.53 15J 11G 8X View
King Power Equipment Operators Elevator and man-lift:
permanent and shaft type
$72.20 15J 11G 8X View
King Power Equipment Operators Finishing Machine, Bidwell And
Gamaco & Similar Equipment
$76.09 15J 11G 8X View
King Power Equipment Operators Forklift: 3000 lbs and over
with attachments
$75.50 15J 11G 8X View
King Power Equipment Operators Grade Engineer: Using Blue
Prints, Cut Sheets, Etc
$76.09 15J 11G 8X View
King Power Equipment Operators Gradechecker/Stakeman $72.20 15J 11G 8X View
King Power Equipment Operators Guardrail Punch $76.09 15J 11G 8X View
King Power Equipment Operators Hard Tail End Dump
Articulating Off- Road
Equipment 45 Yards. & Over
$76.77 15J 11G 8X View
King Power Equipment Operators Hard Tail End Dump
Articulating Off-road
Equipment Under 45 Yards
$76.09 15J 11G 8X View
King Power Equipment Operators Horizontal/Directional Drill
Locator
$75.50 15J 11G 8X View
King Power Equipment Operators Horizontal/Directional Drill
Operator
$76.09 15J 11G 8X View
King Power Equipment Operators Hydralifts/Boom Trucks Over
10 Tons
$75.60 7A 11H 8X View
King Power Equipment Operators Hydralifts/boom trucks: 10
tons and under
$72.30 7A 11H 8X View
King Power Equipment Operators Leverman $78.33 15J 11G 8X View
King Power Equipment Operators Loader, Overhead, 6 Yards. But
Not Including 8 Yards
$76.77 15J 11G 8X View
King Power Equipment Operators Loaders, Overhead Under 6
Yards
$76.09 15J 11G 8X View
King Power Equipment Operators Loaders, Plant Feed $76.09 15J 11G 8X View
King Power Equipment Operators Loaders: Elevating Type Belt $75.50 15J 11G 8X View
King Power Equipment Operators Locomotives, All $76.09 15J 11G 8X View
King Power Equipment Operators Material Transfer Device $76.09 15J 11G 8X View
King Power Equipment Operators Mechanics: All (Leadmen -
$0.50 per hour over mechanic)
$77.53 15J 11G 8X View
King Power Equipment Operators Motor Patrol Graders $76.77 15J 11G 8X View
King Power Equipment Operators Mucking Machine, Mole, Tunnel
Drill, Boring, Road Header
And/or Shield
$76.77 15J 11G 8X View
King Power Equipment Operators Oil Distributors, Blower
Distribution & Mulch Seeding
Operator
$72.20 15J 11G 8X View
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9 of 17 6/13/2022, 10:00 AM
King Power Equipment Operators Outside Hoists (Elevators and
Manlifts), Air Tuggers, Strato
$75.50 15J 11G 8X View
King Power Equipment Operators Overhead, bridge type: 100
tons and over
$77.63 7A 11H 8X View
King Power Equipment Operators Overhead, bridge type: 45
tons through 99 tons
$76.87 7A 11H 8X View
King Power Equipment Operators Pavement Breaker $72.20 15J 11G 8X View
King Power Equipment Operators Pile Driver (other Than Crane
Mount)
$76.09 15J 11G 8X View
King Power Equipment Operators Plant Oiler - Asphalt, Crusher $75.50 15J 11G 8X View
King Power Equipment Operators Posthole Digger, Mechanical $72.20 15J 11G 8X View
King Power Equipment Operators Power Plant $72.20 15J 11G 8X View
King Power Equipment Operators Pumps - Water $72.20 15J 11G 8X View
King Power Equipment Operators Quad 9, Hd 41, D10 And Over $76.77 15J 11G 8X View
King Power Equipment Operators Remote Control Operator On
Rubber Tired Earth Moving
Equipment
$76.77 15J 11G 8X View
King Power Equipment Operators Rigger and Bellman $72.30 7A 11H 8X View
King Power Equipment Operators Rigger/Signal Person,
Bellman(Certified)
$75.60 7A 11H 8X View
King Power Equipment Operators Rollagon $76.77 15J 11G 8X View
King Power Equipment Operators Roller, Other Than Plant Mix $72.20 15J 11G 8X View
King Power Equipment Operators Roller, Plant Mix Or Multi-lift
Materials
$75.50 15J 11G 8X View
King Power Equipment Operators Roto-mill, Roto-grinder $76.09 15J 11G 8X View
King Power Equipment Operators Saws - Concrete $75.50 15J 11G 8X View
King Power Equipment Operators Scraper, Self Propelled Under
45 Yards
$76.09 15J 11G 8X View
King Power Equipment Operators Scrapers - Concrete & Carry
All
$75.50 15J 11G 8X View
King Power Equipment Operators Scrapers, Self-propelled: 45
Yards And Over
$76.77 15J 11G 8X View
King Power Equipment Operators Service Engineers: Equipment $75.50 15J 11G 8X View
King Power Equipment Operators Shotcrete/Gunite Equipment $72.20 15J 11G 8X View
King Power Equipment Operators Shovel, Excavator, Backhoe,
Tractors Under 15 Metric Tons
$75.50 15J 11G 8X View
King Power Equipment Operators Shovel, Excavator, Backhoe:
Over 30 Metric Tons To 50
Metric Tons
$76.77 15J 11G 8X View
King Power Equipment Operators Shovel, Excavator, Backhoes,
Tractors: 15 To 30 Metric Tons
$76.09 15J 11G 8X View
King Power Equipment Operators Shovel, Excavator, Backhoes:
Over 50 Metric Tons To 90
Metric Tons
$77.53 15J 11G 8X View
King Power Equipment Operators Shovel, Excavator, Backhoes:
Over 90 Metric Tons
$78.33 15J 11G 8X View
King Power Equipment Operators Slipform Pavers $76.77 15J 11G 8X View
King Power Equipment Operators Spreader, Topsider &
Screedman
$76.77 15J 11G 8X View
King Power Equipment Operators Subgrader Trimmer $76.09 15J 11G 8X View
King Power Equipment Operators Tower Bucket Elevators $75.50 15J 11G 8X View
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10 of 17 6/13/2022, 10:00 AM
King Power Equipment Operators Tower Crane: over 175'
through 250' in height, base to
boom
$78.44 7A 11H 8X View
King Power Equipment Operators Tower crane: up to 175' in
height base to boom
$77.63 7A 11H 8X View
King Power Equipment Operators Tower Cranes: over 250’ in
height from base to boom
$79.20 7A 11H 8X View
King Power Equipment Operators Transporters, All Track Or
Truck Type
$76.77 15J 11G 8X View
King Power Equipment Operators Trenching Machines $75.50 15J 11G 8X View
King Power Equipment Operators Truck crane oiler/driver:
under 100 tons
$75.60 7A 11H 8X View
King Power Equipment Operators Truck Mount Portable
Conveyor
$76.09 15J 11G 8X View
King Power Equipment Operators Welder $76.77 15J 11G 8X View
King Power Equipment Operators Wheel Tractors, Farmall Type $72.20 15J 11G 8X View
King Power Equipment Operators Yo Yo Pay Dozer $76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Asphalt Plant Operators $76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Assistant Engineer $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Barrier Machine (zipper) $76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Batch Plant Operator,
Concrete
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Boat Operator $76.87 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Bobcat $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Brokk - Remote Demolition
Equipment
$72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Brooms $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Bump Cutter $76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cableways $76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Chipper $76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Compressor $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Finish Machine -
Laser Screed
$72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump - Mounted Or
Trailer High Pressure Line
Pump, Pump High Pressure
$75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump: Truck Mount
With Boom Attachment Over
42 M
$76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Concrete Pump: Truck Mount
With Boom Attachment Up To
42m
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Conveyors $75.50 15J 11G 8X View
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11 of 17 6/13/2022, 10:00 AM
King Power Equipment Operators-
Underground Sewer & Water
Cranes Friction: 200 tons and
over
$79.20 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes, A-frame: 10 tons and
under
$72.30 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 100 tons through 199
tons, or 150’ of boom
(including jib with
attachments)
$77.63 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 20 tons through 44
tons with attachments
$76.19 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 20 tons through 44
tons with attachments
$76.19 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 200 tons- 299 tons, or
250’ of boom including jib
with attachments
$78.44 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 300 tons and over or
300’ of boom including jib
with attachments
$79.20 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: 45 tons through 99
tons, under 150’ of
boom(including jib with
attachments)
$76.87 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: Friction cranes
through 199 tons
$78.44 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Cranes: through 19 tons with
attachments, a-frame over 10
tons
$75.60 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Crusher $76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Deck Engineer/Deck Winches
(power)
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Derricks, On Building Work $76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Dozers D-9 & Under $75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Drill Oilers: Auger Type, Truck
Or Crane Mount
$75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Drilling Machine $77.53 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Elevator and man-lift:
permanent and shaft type
$72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Finishing Machine, Bidwell And
Gamaco & Similar Equipment
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Forklift: 3000 lbs and over
with attachments
$75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Forklifts: under 3000 lbs. with
attachments
$72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Forklifts: under 3000 lbs. with
attachments
$72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Grade Engineer: Using Blue
Prints, Cut Sheets, Etc
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Gradechecker/Stakeman $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Guardrail Punch $76.09 15J 11G 8X View
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12 of 17 6/13/2022, 10:00 AM
King Power Equipment Operators-
Underground Sewer & Water
Hard Tail End Dump
Articulating Off- Road
Equipment 45 Yards. & Over
$76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Hard Tail End Dump
Articulating Off-road
Equipment Under 45 Yards
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Horizontal/Directional Drill
Locator
$75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Horizontal/Directional Drill
Operator
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Hydralifts/boom trucks: 10
tons and under
$72.30 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Hydralifts/boom trucks: over
10 tons
$75.60 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Leverman $78.33 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loader, Overhead, 6 Yards. But
Not Including 8 Yards
$76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders, Overhead Under 6
Yards
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders, Plant Feed $76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Loaders: Elevating Type Belt $75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Locomotives, All $76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Material Transfer Device $76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Mechanics: All (Leadmen -
$0.50 per hour over mechanic)
$77.53 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Motor Patrol Graders $76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Mucking Machine, Mole, Tunnel
Drill, Boring, Road Header
And/or Shield
$76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Oil Distributors, Blower
Distribution & Mulch Seeding
Operator
$72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Outside Hoists (Elevators and
Manlifts), Air Tuggers, Strato
$75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, bridge type: 100
tons and over
$77.63 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Overhead, bridge type: 45
tons through 99 tons
$76.87 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Pavement Breaker $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Pile Driver (other Than Crane
Mount)
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Plant Oiler - Asphalt, Crusher $75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Posthole Digger, Mechanical $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Power Plant $72.20 15J 11G 8X View
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13 of 17 6/13/2022, 10:00 AM
King Power Equipment Operators-
Underground Sewer & Water
Pumps - Water $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Quad 9, Hd 41, D10 And Over $76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Remote Control Operator On
Rubber Tired Earth Moving
Equipment
$76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rigger and Bellman $72.30 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rigger/Signal Person,
Bellman(Certified)
$75.60 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Rollagon $76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roller, Other Than Plant Mix $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roller, Plant Mix Or Multi-lift
Materials
$75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Roto-mill, Roto-grinder $76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Saws - Concrete $75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scraper, Self Propelled Under
45 Yards
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scrapers - Concrete & Carry
All
$75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Scrapers, Self-propelled: 45
Yards And Over
$76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shotcrete/Gunite Equipment $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoe,
Tractors Under 15 Metric Tons
$75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoe:
Over 30 Metric Tons To 50
Metric Tons
$76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes,
Tractors: 15 To 30 Metric Tons
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes:
Over 50 Metric Tons To 90
Metric Tons
$77.53 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes:
Over 90 Metric Tons
$78.33 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Slipform Pavers $76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Spreader, Topsider &
Screedman
$76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Subgrader Trimmer $76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Bucket Elevators $75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower Crane: over 175'
through 250' in height, base to
boom
$78.44 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Tower crane: up to 175' in
height base to boom
$77.63 7A 11H 8X View
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14 of 17 6/13/2022, 10:00 AM
King Power Equipment Operators-
Underground Sewer & Water
Tower Cranes: over 250’ in
height from base to boom
$79.20 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Transporters, All Track Or
Truck Type
$76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Trenching Machines $75.50 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Crane Oiler/Driver: 100
tons and over
$76.19 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck crane oiler/driver:
under 100 tons
$75.60 7A 11H 8X View
King Power Equipment Operators-
Underground Sewer & Water
Truck Mount Portable
Conveyor
$76.09 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Welder $76.77 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Wheel Tractors, Farmall Type $72.20 15J 11G 8X View
King Power Equipment Operators-
Underground Sewer & Water
Yo Yo Pay Dozer $76.09 15J 11G 8X View
King Power Line Clearance Tree
Trimmers
Journey Level In Charge $57.22 5A 4A View
King Power Line Clearance Tree
Trimmers
Spray Person $54.32 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Equipment Operator $57.22 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer $51.18 5A 4A View
King Power Line Clearance Tree
Trimmers
Tree Trimmer Groundperson $38.99 5A 4A View
King Refrigeration & Air
Conditioning Mechanics
Journey Level $90.01 6Z 1G View
King Residential Brick Mason Journey Level $63.32 7E 1N View
King Residential Carpenters Journey Level $36.44 1 View
King Residential Cement Masons Journey Level $46.64 1 View
King Residential Drywall
Applicators
Journey Level $68.19 15J 4C View
King Residential Drywall Tapers Journey Level $36.36 1 View
King Residential Electricians Journey Level $48.80 1 View
King Residential Glaziers Journey Level $28.93 1 View
King Residential Insulation
Applicators
Journey Level $28.18 1 View
King Residential Laborers Journey Level $29.73 1 View
King Residential Marble Setters Journey Level $27.38 1 View
King Residential Painters Journey Level $23.47 1 View
King Residential Plumbers &
Pipefitters
Journey Level $94.69 6Z 1G View
King Residential Refrigeration &
Air Conditioning Mechanics
Journey Level $90.01 6Z 1G View
King Residential Sheet Metal
Workers
Journey Level $91.83 7F 1E View
King Residential Soft Floor Layers Journey Level $51.91 5A 3J View
King Residential Sprinkler Fitters
(Fire Protection)
Journey Level $53.04 5C 2R View
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15 of 17 6/13/2022, 10:00 AM
King Residential Stone Masons Journey Level $63.32 7E 1N View
King Residential Terrazzo Workers Journey Level $58.71 7E 1N View
King Residential Terrazzo/Tile
Finishers
Journey Level $24.39 1 View
King Residential Tile Setters Journey Level $21.04 1 View
King Roofers Journey Level $59.05 5A 3H View
King Roofers Using Irritable Bituminous
Materials
$62.05 5A 3H View
King Sheet Metal Workers Journey Level (Field or Shop) $91.83 7F 1E View
King Shipbuilding & Ship Repair New Construction Boilermaker $39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Carpenter $39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Crane
Operator
$39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Electrician $39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Heat & Frost
Insulator
$82.02 15H 11C View
King Shipbuilding & Ship Repair New Construction Laborer $39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Machinist $39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Operating
Engineer
$39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Painter $39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Pipefitter $39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Rigger $39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Sheet Metal $39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Shipfitter $39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction
Warehouse/Teamster
$39.58 7V 1 View
King Shipbuilding & Ship Repair New Construction Welder /
Burner
$39.58 7V 1 View
King Shipbuilding & Ship Repair Ship Repair Boilermaker $47.45 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Carpenter $47.35 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Electrician $48.92 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Heat & Frost
Insulator
$82.02 15H 11C View
King Shipbuilding & Ship Repair Ship Repair Laborer $47.35 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Machinist $47.35 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Operating
Engineer
$45.06 7Y 4K View
King Shipbuilding & Ship Repair Ship Repair Painter $47.35 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Pipefitter $47.35 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Rigger $47.45 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Sheet Metal $47.35 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Shipwright $47.35 7X 4J View
King Shipbuilding & Ship Repair Ship Repair Warehouse /
Teamster
$45.06 7Y 4K View
King Sign Makers & Installers
(Electrical)
Journey Level $53.62 0 1 View
King Sign Makers & Installers (Non-
Electrical)
Journey Level $34.42 0 1 View
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16 of 17 6/13/2022, 10:00 AM
King Soft Floor Layers Journey Level $54.41 5A 3J View
King Solar Controls For Windows Journey Level $14.49 1 View
King Sprinkler Fitters (Fire
Protection)
Journey Level $89.49 5C 1X View
King Stage Rigging Mechanics (Non
Structural)
Journey Level $14.49 1 View
King Stone Masons Journey Level $63.32 7E 1N View
King Street And Parking Lot
Sweeper Workers
Journey Level $19.09 1 View
King Surveyors Assistant Construction Site
Surveyor
$75.60 7A 11H 8X View
King Surveyors Chainman $72.30 7A 11H 8X View
King Surveyors Construction Site Surveyor $76.87 7A 11H 8X View
King Surveyors Drone Operator (when used in
conjunction with survey work
only)
$72.30 7A 11H 8X View
King Surveyors Ground Penetrating Radar
Operator
$72.30 7A 11H 8X View
King Telecommunication
Technicians
Journey Level $59.10 7E 1E View
King Telephone Line Construction -
Outside
Cable Splicer $38.27 5A 2B View
King Telephone Line Construction -
Outside
Hole Digger/Ground Person $25.66 5A 2B View
King Telephone Line Construction -
Outside
Telephone Equipment
Operator (Light)
$31.96 5A 2B View
King Telephone Line Construction -
Outside
Telephone Lineperson $36.17 5A 2B View
King Terrazzo Workers Journey Level $58.71 7E 1N View
King Tile Setters Journey Level $58.71 7E 1N View
King Tile, Marble & Terrazzo
Finishers
Finisher $49.54 7E 1N View
King Traffic Control Stripers Journey Level $50.51 7A 1K View
King Truck Drivers Asphalt Mix Over 16 Yards $69.95 15J 11I 8L View
King Truck Drivers Asphalt Mix To 16 Yards $69.11 15J 11I 8L View
King Truck Drivers Dump Truck $69.11 15J 11I 8L View
King Truck Drivers Dump Truck & Trailer $69.95 15J 11I 8L View
King Truck Drivers Other Trucks $69.95 15J 11I 8L View
King Truck Drivers - Ready Mix Transit Mix $69.95 15J 11I 8L View
King Well Drillers & Irrigation
Pump Installers
Irrigation Pump Installer $17.71 1 View
King Well Drillers & Irrigation
Pump Installers
Oiler $14.49 1 View
King Well Drillers & Irrigation
Pump Installers
Well Driller $18.00 1 View
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17 of 17 6/13/2022, 10:00 AM
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
1 of 15
************************************************************************************************************
Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate
must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for
the worker.
1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly
rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly
rate of wage.
G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-
ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten
(10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment
breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through
Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate
of wage.
I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage.
J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through
Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on holidays shall be paid at double the hourly rate of wage.
M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage.
All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
2 of 15
Overtime Codes Continued
1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday
shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage.
Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on
Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10)
hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times
the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on
Labor Day shall be paid at three times the hourly rate of wage.
V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at
double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the
employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid
at double the hourly rate of wage.
X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on
Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage.
Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any
employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10
workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate
of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the
workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or
40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours
worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All
hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
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Overtime Codes Continued
2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the
hourly rate of wage.
O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage.
R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double
the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and
one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be
compensated at one and one half (1-1/2) times the regular rate of pay.
J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on
Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
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Overtime Codes Continued
4. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at
one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday
due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday
may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly
rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates
include all members of the assigned crew.
EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating
plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates:
The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall
be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times
the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times
the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays
and holidays will be at the double the hourly rate of wage.
All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first
eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked
Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours
worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
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Overtime Codes Continued
4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours
worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly
rate of wage.
K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday
is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all
hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage.
L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All
hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours
worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double
the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage,
except that all hours worked on Labor Day shall be paid at double the hourly rate of pay.
U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement
weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12)
hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or
outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ½) the straight time rate.
In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at
the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All
work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x)
the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours.
When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be
a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours.
W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid
at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time
shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
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Overtime Codes Continued
4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6
am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations).
All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established
when considered necessary by the Employer.
The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022),
that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour
schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work
performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one-
half the straight time rate.
When due to conditions beyond the control of the Employer, or when contract specifications require that work can
only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight
time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of
work.
When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall
be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of
eight (8) hours.
Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work
performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of
pay.
Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour
for all hours worked that shift.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium
rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked
on holidays shall be paid at double the hourly rate of wage.
11. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE
PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
C The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day,
and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid
at three times the hourly rate of wage. All non-overtime and non-holiday hours worked between 4:00 pm and 5:00
am, Monday through Friday, shall be paid at a premium rate of 15% over the hourly rate of wage.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
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Overtime Codes Continued
11. D. All hours worked on Saturdays and holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
E. The first two (2) hours after eight (8) regular hours Monday through Friday, the first ten (10) hours on Saturday, and
the first ten (10) hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked over ten (10) hours Monday through Saturday, and Sundays shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime
rate until such time as the employee has had a break of eight (8) hours or more.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday,
and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours
worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-
day, ten hour work week, and Saturday shall be paid at one-half times the hourly rate of wage for the first eight (8)
hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid
at double the hourly rate of wage.
G. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of
twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of nine (9) hours or more. When an employee
returns to work without at least nine (9) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the nine (9) hours rest period.
H. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when
four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly
rate of wage.
All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of
twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the
applicable overtime rate until such time as the employee has had a break of ten (10) hours or more. When an employee
returns to work without at least ten (10) hours time off since their previous shift, all such time shall be a continuation
of shift and paid at the applicable overtime rate until he/she shall have the ten (10) hours rest period.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
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Overtime Codes Continued
11. I. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has
been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and
one half (1-1/2) times the straight time rate of pay.
On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate
of pay. All work performed after 6:00 pm Saturday to 5:00 am Monday, all work performed over twelve (12) hours,
and all work performed on holidays shall be paid at double the straight time rate of pay.
Any shift starting between the hours of 6:00 pm and midnight shall receive an additional two dollar ($2.00) per hour
for all hours worked that shift.
J. All hours worked on holidays shall be paid at double the hourly rate of wage.
Holiday Codes
5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, and Christmas Day (7).
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, the day before Christmas, and Christmas Day (8).
C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8).
H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day,
And Christmas (6).
I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day,
Christmas Eve Day, An d Christmas Day (7).
K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday after Thanksgiving Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day,
Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday
After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The
Following Monday Shall Be Considered As A Holiday.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
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Holiday Codes Continued
Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas
Day (6).
R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After
Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
And Christmas Day (7).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the
Friday after Thanksgiving Day, And Christmas Day (8).
6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve
Day (11).
H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10).
T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be
considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed
As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as
a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday.
C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be
observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday
on the preceding Friday.
D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday
which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a
Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
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Holiday Codes Continued
7. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
11 of 15
Holiday Codes Continued
7. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the
listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated
accordingly.
H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6).
Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which
falls on a Saturday shall be observed as a holiday on the preceding Friday.
K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day
before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
12 of 15
Holiday Codes Continued
7. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the
preceding Friday shall be a regular work day.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New
Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered
a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday.
X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday
will be taken on the next normal workday.
Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
15. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the
listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated
accordingly.
H. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, Christmas Eve Day, and Christmas Day (8). When the following holidays fall on a Saturday
(New Year’s Day, Independence Day, and Christmas Day) the preceding Friday will be considered as the holiday;
should they fall on a Sunday, the following Monday shall be considered as the holiday.
I. Holidays: New Year's Day, President’s Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, Christmas Day, the last regular workday before Christmas (8). Any holiday which falls on a
Sunday shall be observed as a holiday on the following Monday.
J. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, and Christmas Day (9). Any holiday which
falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a
Saturday, the preceding Friday shall be a regular work day.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
13 of 15
Note Codes
8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And
Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D:
$0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25.
S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic
Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31,
2012.
T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary
traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or
where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of
Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50,
And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all
work performed underground, including operating, servicing and repairing of equipment. The premium for
underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive
an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who
do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation
receive an additional $0.50 per hour.
V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The
premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day.
The premiums are to be paid one time for the day and are not used in calculating overtime pay.
Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over
101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet.
Over 221' - $5.00 per foot for each foot over 221 feet.
Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent
and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’
- $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’.
W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates
would apply to meters not fitting this description.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
14 of 15
Note Codes Continued
8. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a
government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions
that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require
that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed
on Saturday or Sunday.)
9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require
that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premiu m will be applied to the basic straight time for the entire shift. When an employee works on a
special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-
time status. (For example, the special shift premium does not waive the overtime requirements for work performed on
Saturday or Sunday.)
Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their
classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) – 130’ to 199’ – $0.50 per hour over their classification rate.
(B) – 200’ to 299’ – $0.80 per hour over their classification rate.
(C) – 300’ and over – $1.00 per hour over their classification rate.
Benefit Code Key – Effective 3/3/2022 thru 8/30/2022 (Updated 6/1/2022)
15 of 15
Note Codes Continued
9. B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the
classification rate.
Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting
or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal
of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian
traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control
Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the
State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic
reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines,
towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
City of Renton
Contract Provisions for
2022 Overlay
______________________________________________________________________________
APPENDIX B. CITY OF RENTON STANDARD PLANS
s RAISED EDGE DETAIL 1 a sI DEWALK
LEVEL 1r2' F•J7 O $IOEWAL3(TRANSVERSE 1'-0" 1' - 0"
11r R J01NTS TO INCLUDE RASED EDGE
318• (IN) PREMOLDED JOINT FILLER
TYPICAL WHERE APPLICABLEON
RDUt DING 2.0%1 tr2" (IN) R. (TYP.]
FOR CURB pETA[LS
r , SEE STD PLAN 101
er ' y r. STING ROADWAY
CRUSHED ROCK BrLS
SEE RAISED EDGE I
SIDEWALK DETAIL - THIS SHE LTYPICALUNDER CRUSHEOSURFACING TOP COURSE (CSTC) ALL
CUT SIDEWALK
OMPACT TO 957, MODIFILU PROCTOR MIN.
O
SLOPESWITH RAISED EDGE UNLESS REOUTREMENT WAIVED BY ENGINEER)
TYPICAL. UNDER ALL CURB, V2" (
tN) R. (TYP.) GUTTER S SIDEWALK, CSTC UNDER 2' '
v
FOR
CURB DETAILS CURB S GUTTER TO BE S THICKNESS CR LS%
SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK dH " ,•
i!' BASE,
WHICHEVER IS GREATER (1YP. FOR ALL
CURB b GUTTER). FINISHED
GRADE 1"(IN)BELOW 1fn2' 0• SIDEWALK TOPOF
CONCRETE SURFACE ADJACENT
TO CURB MIN 1,
m 1 0• ROU
DING R. (
TYR) FOR
CURB DETAILS 1,
5% SEE STD PLAN 101 o
a
t
s
Fr• • BRI
DGE OR PEDESTRIAN RAILING
ADJACENT
TO CURB FOR
CURB CURSDETAILS WRIER -
SEE SIDEWALK SEE $TD PLAN 101. STEEP
FILL SLOPES) CONTRACT
PLANS WALL OR BARRIER I
772' (IN) R. (TYP.) J
I
SIDEWALK FLUSH'
1.
5% t
1rz• M R. VERTICAL
WALL - -- ' -. . - -- \Vr
ti..f . •. SEE
DETAIL 318• (
IN) PREMOLDED JOINT
FILLER ADJACENT
TO CURB AND RAILING OR WALL a (IN) PREMOLDED
JOINT
FILLER FOR
SIDE BUFFER
STR1P TREATMENTSIDEWALKSIDEWALK ADJACENT TO WALL DETAIL SEE
HER (SEE NOTE 10) SIDEWALK/
12• (
IN) R. SECTIONS1 (
TYP ) FOR
v
1.5% SEE STD PLAN 10.S
1.
SX MIN. SEE STD PLAN 101 r 4`\\
f
GROOMED FINISH OR
MATCH E)(iST1NG e
4' M/IDE, SMOOTH Go
TROWELED PERIMETER FINISHED
GRADE t• (IN) BELOW TOP OF CONCRETE SURFACE
FOR PLANTING -FLUSH IF PAVED T
CONCRETE CEMENTCONCRETECURB CURB ADJACENT
TO BUFFER STRIP 0 CURB FOR
CURB DETAILS D•
SEE STD PLAN 101 r
5, z
1r8'TD 114' NOTES
1.
Four feet of the sidewalk width shall be
the minimum pedestrian CONTRACTION
JOINT • . Al
yam.
aocessibTe
route (aut) free of vertical IN
RAG .'
andhorizontalobstructions. Gratings, FULL -
DEPTH EXPANSION JO NT IN BOTH h1' AccessCovers, Junction Boxes, CURB
AND SIDEWALK (SEE STD PLAN mi.1) CableVaults, Pull Boxes and other appurtenances
within the sidewalk ` s'F 3W C CONTRACTION JOINT must
be flush with surface, and match grade
of the sidewalk. JOINT AND FINISH DETAIL
2.
Monolithic Cement Concrete Curb and + Sidewalk
is not permitted in new For other referenced NOTES see , construction.
When replacement work STD PLAN 104.2, R ••
necessitates
a Monolithic Cement PREMOLAE
ConcreteCurbbuildperWSDOTJOINTFILLERStandardPlanF-30.10-03. Paved surfaces must comply With STD
PLAN 102.1 as applicable. E FULL -DEPTH 3.
Concrete to 6e 4,000 PSI. EXPANSION
JOINT fthk
SM PLAN - 109 PUBLIC
WORKS CEMENT CONCRETE PPRQ •
ED: DEPARTMENT
SIDEWALK T ljZ_It]ra#'YA 104/ +7
NOTES:
1. Not used .
2 . All ramp and landing edges shall be separately formed.
3. Utilities structures that must remain are to be made non-slip or non-skid.
4 . Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of the
Pedestrian Circulation Route.
5. Drainage appurtenances, such as manholes, catch basins , etc. shall not be located in the PAR. These should be located
in the street or the buffer strip.
6. Accessible pedestrian access shall be provided for during construction .
PUBLIC WORKS
DEPARTMENT
UTILITY PLACEMENT IN
CEMENT CONCRETE SIDEWALK
STD. PLAN 102.1
Gregg Zimmerman, Public Works Administrator
PATCHED AREA
i
A q
COVER
COVER PER STD PLAN 401
SEE NOTE 9)
SEAL WITH AR 4000 OR APPROVED
EQUAL AND DRY SAND AFTER P L A N
PATCHING
NTS
OUTSIDE DIAMETER OF
SEE NOTE 9) ADJUSTMENT RING AND x SEE NOTE 2
X
gOTTOM OF FRAME
t----
MORTAR JOINT(S) (3/8" MIN.-2" MAX.) ADJUSTMENT RING (1" MIN.). SEE
SEE NOTE 3 AND SPECIAL PROVISION NOTE 6.
7-05.3(1).
SECTION A-A
NOTES
1. REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 5. CONSTRUCTION AND ADJUSTMENT SHALL BE PERFORMED
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS ONE ONLY BY A JOURNEYMAN MASON.
FOOT(MIN.). ADJUST CASTING FRAME TO PAVEMENT
SURFACE USING RISER RINGS AND MORTAR. 6. ADJUSTMENT OF THE FRAME TO GRADE SHALL BE
ACCOMPLISHED WITH ADJUSTMENT RINGS AND MORTAR ONLY.
2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 8"OF THE USE OF SHIMS IS PROHIBITED.
HMA CLASS"PG 64-22(OR TO A DEPTH THAT S 2"BELOW
THE BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER 7• FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
IS GREATER)OR AS APPROVED BY THE ENGINEER. TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH.
3. ADJUSTMENT RINGS AND FRAME SHALL BE FULLY BEDDED IN
MORTAR.MORTAR SHALL BE ASTM C270 FOR TYPE S. 8. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN
VISIBLE UPON COMPLETION.
4. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS. 9. X=1'-0"MIN.TO 2'-6"MAX.-PER ENGINEER'S INSTRUCTION
STD. PLAN - 106
j PUBLIC WORKS
TY'CAL CONSTRUCTION A ROVED:
al' DEPARTMENT AND ADJUSTMENT OF
flMANNOLERISER3
e o r>tor DA E
CURB LANE LANE LANE CURB LANE
CENTER CENTER
IN IN
LANE LANE
10'
8 '(TYP.)-STRIPE
6"MIN.(TYP.)
24
8' (TYP.)-OPEN
LANE (TYP') LANE B"(TYP.)-STRIPE
CONCRETE LINE LINE
GUTTER
TIREl
I
TIRE TIRE TIRE
TRACKS TRACKS TRACKS TRACKS
TYPICAL 4 -LANE ROADWAY CONFIGURATION
NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES.
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
TY
n + PUBLIC WORKS THERMOPLASTIC/PAINTED ROVE'
P — 127
DEPARTMENT CROSSWALK M
FNT o 4TE
16"WHITE THERMOPLASTIC
THERMOPLASTIC/PAINTED STD. PLAN- 128
PUBLIC WORKS PARALLEL CROSSWALK APPROVED: cm)+DEPARTMENT 64 9
nems
PRECAST BASE SECTION
SEE NOTE 1
NOTES:
1.AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2.THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5"
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3.THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4.THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5.THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1H:24V OR STEEPER.
6.THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7.ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON-SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2).
8.ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9.MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10.FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
11.ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
FRAME AND VANED GRATE
RECTANGULAR ADJUSTMENT SECTION
34"
24"
30
20
5"
5"
1", 2", 4", 6", 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
PIPE ALLOWANCES
PIPE MATERIAL
MAXIMUM
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12"
ALL METAL PIPE 15"
CPSSP*,
STD. SPEC. 9-05.20
12"
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)15"
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)15"
CORRUGATED POLYETHYLENE STORM
SEWER PIPE
26",
S E E N O T E 6
22SE
E
N
O
T
E
6
3"4"44"
21" MIN.4"
MI N. (T Y
P.)3 BAR EACH
SIDE 3 BAR EACH
WAY 3 BAR
EACH CORNER 3
BAR EACH CORNER
18" MIN.3 BAR
HOOP ALTERNATIVE PRECAST BASE
SECTION CATCH BASIN TYPE
1 STD.
PLAN -
200.
00PUBLIC
WORKS DEPARTMENT APPROVED:
DATEGregg Zimmerman Public Works Administrator UNLESS OTHERWISE NOTED, DRAWING
IS NOT TO SCALE (NTS)DocuSign Envelope ID:
6EECF5B6-602A-4E4A-B436-A317AA638878 9/28/
FRAME AND VANED GRATE
ADJUSTMENT SECTION
NOTES:
1.THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER,
DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3.
2.SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3.A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4.ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR 12 BOND.
5.BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR.
6.MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3.
7.PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON-SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-20.3(2).
8.MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS.
9.FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF
SUFFICIENT LENGTH.
10.ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
BASE SECTION
SEE NOTE 4
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION
CATCH BASIN INSTALLATION
STD. PLAN - 202.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
NOTES:
1.THIS FRAME IS DESIGNED TO ACCOMMODATE 20" × 24" GRATES OR COVERS,SEE
STANDARD PLANS 204.10, 204.20, 204.30, AND 204.40.2.
BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS,
UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME
THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.THE
FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN HEAD CAP SCREW BY BEING
TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT-
DOWN HOLES VARIES BY MANUFACTURER.3.
REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS.
GRATE
FRAME
SEE
NOTE 2 RECESSED
ALLEN HEAD
CAP SCREW 5/
8" - 11 NC x 2"SECTION
A DETAIL
TOP
ISOMETRIC
VIEW BOLT-
DOWN HOLE (TYP.) ~ 5/8",11
NC, SEE DETAIL AND NOTE 2 29
1/4"25
1/4"SECTION
BOLT-DOWN DETAIL 24
1/4"SEE
DETAIL 3/
4"4
1/2"1
5/8"2
1/2"1
5/8"1
1/4"3/
4"7/
8"1/
8"ARECTANGULAR
FRAME STD.
PLAN - 204.00 PUBLIC
WORKS DEPARTMENT
APPROVED:
DATEGregg
ZimmermanPublic
Works Administrator UNLESS
OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)DocuSign
Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 9/
28/2018 | 9:45 AM PDT
NOTES:
ISOMETRIC
SECTION B
TOPFOUNDRY
NAMEDIFLOW
SECTION A
1.BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT-DOWN HOLES VARIES BY
MANUFACTURER.
2.REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3.FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
FLOWFLOWBOLT-DOWN SLOT DETAIL
SEE NOTE 1
1/2"
3/4"
1 1/4"
5/8"
BOLT-DOWN SLOT,
SEE DETAIL AND
NOTE 1
20"
5"
5"
5"
3"
1"
3"
5"
5"
5"
DIRECTION OF FLOW
24"
7 OR 8 EQUAL SPACES
1 5/8" MAX.
A
BOUTFALL TO STREAM DUMP NO POLLUTANTS
3/8" RECESSED LETTERING
RECTANGULAR VANED GRATE
STD. PLAN - 204.20
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
ISOMETRIC
NOTES:
SECTION B
TOPFOUNDRY
NAMEDIFLOW
SECTION A
1.BOLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT-DOWN HOLES VARIES BY
MANUFACTURER.
2.REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3.USE ONLY IN SAGS ON VERTICAL CURVES.
4.FOR FRAME DETAILS, SEE STANDARD PLAN 204.00.
FLOWFLOWBOLT-DOWN SLOT DETAIL
SEE NOTE 1
1/2"
3/4"
1 1/4"
5/8"
BOLT-DOWN SLOT,
SEE DETAIL AND
NOTE 1
20"
5"
5"
5"
3"
1"
3"
5"
5"
5"
24"
1 5/8" MAX.
4 EQUAL SPACES 4 EQUAL SPACES
A
BOUTFALL TO STREAM DUMP NO POLLUTANTS
3/8" RECESSED LETTERING
RECTANGULAR BI-DIRECTIONAL
VANED GRATE
STD. PLAN - 204.30
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
5"
ECCENTRIC CONE SECTION
72" FLAT SLAB TOP
RECTANGULAR ADJUSTMENT SECTION
CIRCULAR ADJUSTMENT SECTION
PREFABRICATED LADDER
STEP
84" or 96" FLAT SLAB TOP
NOTES:
1.AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS.
48", 54", or 60" FLAT SLAB TOP
20"x24", 24" DIA.,
48" DIA., OR 54"
DIA. HOLE
6 BARS @ 7" SPACING
12"
2" (TYP.)
1" MIN.
2 1/2" MAX.
12" (TYP.)
12"
9"
6"
48"
MAX.
24"
MIN.
5 BARS @ 6" SPACING
20"x24", 24" DIA.,
48" DIA., OR 54"
DIA. HOLE
8"
2" (TYP.)
1" MIN.
2 1/2" MAX.
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
6"
9 1/2" MAX.
12"
MIN.
48" MIN.
24"
MIN.
18" MIN.
42" MAX.
4 BARS @ 6" SPACING
20"x24" OR
24" DIA. HOLE
8"
2" (TYP.)
1" MIN.
2 1/2" MAX.
34"
ONE #3 BAR HOOP FOR 6"
HEIGHT INCREMENT (SPACED
EQUALLY), SEE NOTE 1
34"
24"
30
20
5"
5"
1", 2", 4", 6", 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
1", 2", 4", 6",
12", OR 24"
MISCELLANEOUS DETAILS FOR
DRAINAGE STRUCTURES
STD. PLAN - 204.60
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
NOTES:
SECTION VIEW
ISOMETRIC VIEW
DRAINAGE GRATE TRIM
GRATE FRAME
FILTERED
WATER
SEDIMENT AND DEBRIS
OVERFLOW BYPASS
BELOW INLET GRATE DEVICE
DRAINAGE GRATE
RECTANGULAR GRATE SHOWN)RETRIEVAL SYSTEM (TYP.)
OVERFLOW BYPASS (TYP.)
BELOW INLET GRATE DEVICE
1.PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2.INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3.THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4.SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5.THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
6.THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
7.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15).
8.ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
5" MAX.
CATCH BASIN INSERT
STD. PLAN - 216.30
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
RIGID PIPE NOTES:
1.PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE
CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN
A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE SHALL BE THE WALLS OF THE TRENCH.
2.O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE
OUTSIDE SPAN OF PIPE-ARCH.
3.SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
4.PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN
6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
5.EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE
WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD
WSDOT/APWA SPECIFICATIONS SECTION 9-03.17.
GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3))
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
CIRCULAR PIPE
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 5
SPAN
6"
PIPE - ARCH
6"
PIPE TYPE
MINIMUM
COVER (FT)PUBLIC?PRIVATE?
ALLOWED IN ZONE 1
OF THE APA?
CORRUGATED
STEEL PIPE
2.0 YES YES YES
SPIRAL RIB STEEL
PIPE
2.0 YES YES YES
PLAIN CONCRETE
PIPE (PCP)2.0 NO YES NO
REINFORCED
CONCRETE PIPE
RCP)
1.0 YES YES NO
CORRUGATED OR
SPIRAL RIB
ALUMINUM PIPE
2.0 YES YES NO
DUCTILE IRON PIPE 1.0 YES YES YES
FOUNDATION
LEVEL
RISE
TRENCH WIDTH,
SEE NOTE 3
CIRCULAR PIPE
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12" TO 24"12"
30" TO 96"DIAMETER / 3
102" TO 180"48"
PIPE-ARCH
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
18" TO 36"12"
43" TO 142"SPAN / 3
148" TO 199"48"
TRENCH WIDTH,
SEE NOTE 3
6"
O.D.
6"
FOUNDATION
LEVEL
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 4
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 5
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 4
PIPE ZONE BEDDING AND
COMPACTION - RIGID PIPE
STD. PLAN - 220.00
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
FLEXIBLE PIPE NOTES:
1.PROVIDE UNIFORM SUPPORT UNDER BARRELS.
2.HAND TAMP UNDER HAUNCHES.
3.DIRECTLY OVER PIPE, HAND TAMP ONLY.
4.SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
5.PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6"
LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
6.EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA
SPECIFICATIONS SECTION 9-03.17.
SEE NOTE 4,
LIMIT OF PIPE ZONE
6"
O.D.
6"
FOUNDATION
LEVEL
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 5
FLEXIBLE PIPE
PIPE TYPE
MINIMUM
COVER (FT)PUBLIC?PRIVATE?
ALLOWED IN ZONE 1
OF THE APA?
LINE CORRUGATED POLYETHYLENE
PIPE (LCPE)2.0 YES YES YES
CORRUGATED POLYETHYLENE PIPE
CPE) - TRIPLE WALL 2.0 YES YES YES
POLYVINYL CHLORIDE PIPE (PVC)3.0 YES YES YES
SOLID WALL HIGH DENSITY
POLYETHYLENE PIPE (HDPE)2.0 YES YES YES
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12" TO 24"12"
30" TO 96"DIAMETER / 3
102" TO 180"48"
GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3))
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 6
PIPE ZONE BEDDING AND
COMPACTION - FLEXIBLE PIPE
STD. PLAN - 220.10
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
12" MIN.
6" MIN. , SEE NOTE 4
EXISTING PAVEMENT SURFACE
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS
CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), "BANK RUN
GRAVEL FOR TRENCH BACKFILL" PER
WSDOT STD. SPEC 9-03.19, OR "GRAVEL
BORROW" PER WSDOT STD. SPEC 9-03.14(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS 4' OR GREATER
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.00 AND 220.10
PIPE
NEAT LINE TRENCH
UNPAVED AREAS PAVED AREAS
SEE NOTE 1
NOTES:
1.SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2.EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295- 155 PART N OF THE WAC.
3.MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4.IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5.SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3), COMPACTED
TO 95% OF MAXIMUM DENSITY
TYPICAL TRENCH AND BACKFILL
STD. PLAN - 220.20
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
EROSION AND SEDIMENT CONTROL
STANDARD PLAN NOTES
STD. PLAN - 268.00
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS, OR STORMWATER FACILITIES.
11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT,
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM,
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
PUBLIC WORKS
DEPARTMENT
APPROVED:
DATEGreggZimmerman
Public Works Administrator
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
9/28/2018 | 9:45 AM PDT
City of Renton
Contract Provisions for
2022 Overlay
______________________________________________________________________________
APPENDIX C. WSDOT STANDARD PLANS
en z w
0:: w
ID
....1
....1
iii
~
~
0
BACKFILLED &
COMPACTED
NATIVE SOIL
NOTE
POST -SEE STD.
SPEC. 8-01.3(9)A
FASTEN GEOTEXTILE TO
POST EVERY 6" (IN.) O.C.
SELF-LOCKING TIE-NYLON 6/6 (MIN. GRADE),
120# MIN. TENSILE STRENGTH, UV STABILIZED
DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND
AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH
SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT-
RATING FLOWS. COMPACTION MUST BE ADEQUATE TO
PREVENT UNDERCUTTING FLOWS.
TYPICAL INSTALLATION DETAIL
(STEEL POSTS SHOWN)
TYPICAL HIGH VISIBILITY SILT FENCE
WITHOUT BACKUP SUPPORT
ISOMETRIC
(STEEL POSTS SHOWN)
NOTES
1. Install the ends of the high visibility silt fence to point slightly upslope
to prevent sediment from flowing around the ends of the fence .
2. Perform maintenance in accordance with Standard Specifications
8-01.3{9)A and 8-01.3{15).
3. Splices shall never be placed in low spots or sump locations. If
splices are located in low or sump areas, the fence may need to be
reinstalled unless the Project Engineer approves the installation.
4. Install silt fencing parallel to mapped contour lines.
GEOTEXTILE FOR HIGH VISIBILITY SILT FENCE
COLOR-ORANGE -SEE STANDARD
SPECIFICATION SECTION
9-33.2 (1), TABLE 6
POST-
WOOD OR STEEL
(TYPICAL) STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
FASTEN GEOTEXTILE TO
POST EVERY 6" (IN.) O.C.
ANORA L.SALISBURY
CERTIFICATE NO. 000860
,...-------NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU-
MENT BUT AN ElECTRONIC DUPLICA 1E. THE ORIGINAL, SIGNED BY THE ENGINEER AND
APPROVED FOR PUBLfCATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPART-
MENT OF TRANSPORTATION. A COPY MAY BE OBTAINED UPON REQUEST.
SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGETHER
TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE
FENCE AT THE OVERLAP. JOINING SECTIONS SHALL NOT BE PLACED
IN LOW SPOTS OR IN SUMP LOCATIONS.
SPLICE DETAIL
(WOOD POSTS SHOWN)
HIGH VISIBILITY
SILT FENCE
STANDARD PLAN 1-30.17-00
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakotich Ill 3122113
STATE DESIGN ENGINEER DATE ......
... Washington State Department of Transportation
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
1.
2.
NOTES
SECTION A
TRENCH ~ SEE NOTE 1 3" MIN.4" MAX.PLAN VIEW
1.
2.
3.
4.
NOTES
5.
6.
A
SECTION A
WATTLE DETAIL
WATTLE
TRENCH ~ SEE NOTE 1
LENGTH VARIES
10" - 12" DIAM.3" MIN.4" MAX.DRAWN BY: FERN LIDDELLOVERLAP (TYP.)
12" MINIMUM
MINIMUM
8" DIAMETER12" MINIMUMWATTLE INSTALLATION ON SLOPES
7.
TRAPPING (TYP.)
AREA AVAILABLE FOR SEDIMENT
SPACING TABLE (TYP.)
SPACING VARIES ~ SEE WATTLE
TIE-DOWN METHOD
ALLOWABLE ALTERNATIVE
CONTOUR LINE (TYP.)
SEE DETAIL
WATTLE (TYP.) ~
WOODEN STAKE (TYP.)
2" (IN) × 2" (IN) × 24" (IN)
TO PREVENT FLOW AROUND WATTLE (TYP.)
ANGLE TERMINAL END UPHILL 24" (IN) TO 48" (IN)
-
15' - 0"
20' - 0"
10' - 0"
5' - 0"
5' - 0"
10' - 0"
15' - 0"
WATTLE SPACING TABLE
SLOPE SLOPEMAX. SPACING MAX. SPACING
2H : 1V
3H : 1V
4H : 1V
2H : 1V
1H : 1V
3H : 1V
4H : 1V
-
OF WATTLE
1/3 DIAMETER
(TYP.)
UN-TREATED WOODEN STAKE
2" (IN) × 2" (IN)× 24" (IN) MIN. ~
8" - 10" OR 10" - 12" DIAM.
for removal.
Standard Specification, Section 8-01.3(16)Refer to
Specification, Section 8-01.3(15).
Standard Perform maintenance in accordance with
entrenched and in contact with the soil.
a rainfall produces runoff, to ensure they remain thoroughly
Wattles shall be inspected regularly, and immediately after
Install Wattle perpendicular to flow along contours.
Additional staking may be necessary to prevent undercutting.
Compact excavated soil and trenches to prevent undercutting.
ends 12" (in) behind one another and securely tie together.
Securely knot each end of Wattle. Overlap adjacent Wattle
).Section 8-01.3(10
Standard Specification, shall be in accordance with
Install Wattles along contours. Installation Section 9-14.5(5).
Standard Specification, Wattles shall be in accordance with
TEMPORARY PERMANENT
ON SLOPE
WATTLE INSTALLATION
STANDARD PLAN I-30.30-02
SHEET 1 OF 1 SHEET
OVERLAPS (TYP.)
STAGGER
MIN.24" O.C.SPACING
NOT
G
NIHSAW FO ET
ATSGIW
TRAH EED IL
UJTCETIHCRA EPACS
DNAL 1202/12/60 .PXE
22
41 .ON
DRAWN BY: LISA CYFORDNOTES
1.
2.
3.
4.
OVERFLOW BYPASS
5" MAX.
GRATE FRAME
FILTERED
WATER
SEDIMENT AND DEBRIS
APPROVED FOR PUBLICATION
DATESTATE DESIGN ENGINEER
Washington State Department of Transportation
SHEET 1 OF 1 SHEET
STORM DRAIN
INLET PROTECTION
STANDARD PLAN I-40.20-00
DRAINAGE GRATE
OVERFLOW BYPASS (TYP.)
DRAINAGE GRATE
~ RECTANGULAR GRATE SHOWN
ISOMETRIC VIEW
RETRIEVAL SYSTEM (TYP.)
TRIM
BELOW INLET GRATE DEVICE
SECTION VIEW
NOT TO SCALE
Size the Below Inlet Grate Device (BIGD) for the storm water structure it
will service.
The BIGD shall have a built-in high-flow relief system (overflow bypass).
The retrieval system must allow removal of the BIGD without spilling the
collected material.
Perform maintenance in accordance with Standard Specification 8-01.3(15).
BELOW INLET GRATE DEVICE
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 000598
MARK W. MAURER
Pasco Bakotich III 09-20-07
MENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND
APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPART-
MENT OF TRANSPORTATION. A COPY MAY BE OBTAINED UPON REQUEST.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU-
...I ...I w 0 0 :J z 0:: w u. SEE CONTRACT FOR LENGTH OF STORAGE LANE 50' ...I SEE CONTRACT FOR LENGTH OF STORAGE LANE 50' ...I 50' WIDE LANE LINE B APPROACH TAPER (SEE CONTRACT) DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) OPTIONAL DOTTED EXTENSION LINE WHITE EDGE LINE LEFT-TURN CHANNELIZATION SYMMETRICAL WIDENING ABOUT CENTERLINE 50' B OPTIONAL DOTTED EXTENSION LINE DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) ...I 50' CENTERLINE STRIPE -SEE NOTES B NOTES 1. The channelization shown on this plan assumes optimal roadway geometric design. The dimensions may vary to fit existing conditions. See Contract. 2. The channelization shown on this plan is for a two-lane highway. The channelization plan may be used on four-lane undivided highways, with the appropriate considerations. 3. Centerline striping on the approach to raised channelization shall be No Pass in accordance with MUTCD figure 38-15. Centerline striping on the departure from raised channelization shall be determined by an engineering study. 4. Centerline striping on the approach to and departure from painted channelization shall be determined by an engineering study. 5. Centerline striping on four-lane undivided highways shall be a double centerline. 6. The two Type 2L (SL) Traffic Arrows shown in the left-turn storage lane are optional, but recommended. Arrows may be added for longer storage lanes or deleted for shorter storage lanes. See Contract Plans . OPTIONAL DOTTED EXTENSION LINE LEGEND I DOUBLE CENTERLINE (YELLOW) OPTIONAL MARKED DECELERATION TAPER L = Lane Width. See Contract for specified lane widths. ~ Type 2L (SL) Traffic Arrow POSTED DIMENSION SPEED B 60MPH 60' 55MPH 55' SO MPH 50' STOPPING POINT FOR ~c:~::::~~::~=~~=~:~·=·-:·=:·-=·:·:·:-·1s::::::s.;:=t:==================~~==~~::::::::r~~3:::J 45MPH 45' 40MPH 40' LEFT TURN LANE STOPPING POINT FOR WIDE LANE LINE SEE CONTRACT FOR LENGTH OF STORAGE LANE 50' ...I 50' B WHITE EDGE LINE APPROACH TAPER (SEE CONTRACT) LEFT-TURN CHANNELIZATION ASYMMETRICAL WIDENING LEFT OF CENTERLINE APPROACH TAPER (SEE CONTRACT) DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) CENTERLINE STRIPE -SEE NOTES CENTERLINE STRIPE -SEE NOTES LEFT TURN LANE ~~===3;:=:s::3::__::_~-=~=~b:_==:z======================-~~~ ...... --=~J,;;;::::::J_,J,L---J WIDE LANE LINE OPTIONAL DOTTED EXTENSION LINE WHITE EDGE LINE LEFT-TURN CHANNELIZATION ASYMMETRICAL WIDENING RIGHT OF CENTERLINE 35MPH 35' 30MPH 30' 25MPH 25' 20MPH 20' R7 t 1. / / / Walsh, Brian V-{J./v-,c.__ Sep 23 2020 1:54 PM LEFT TURN CHANNELIZATION STANDARD PLAN M-3.10-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ~---STATE DESIGN ENGINEER .... VI Washington State Department of Transportation (EXI
0 a:: 0 u. ><.) <{ en ::i STOPPING POINT FOR LEFT TURN LANE STOPPING POINT FOR LEFT TURN LANE 50' WIDE LANE LINE H APPROACH TAPER G WHITE EDGE LINE ....I DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) CENTERLINE STRIPE -SEE NOTES OPTIONAL DOTTED EXTENSION LINE LEFT-TURN CHANNELIZATION REDUCED TAPER LENGTHS -SYMMETRICAL WIDENING (FOR LIMITED USE IN URBAN AREAS WITH POSTED SPEEDS OF 40 MPH OR LESS) SEE CONTRACT FOR LENGTH OF STORAGE LANE 50' ....I 50' K WIDE LANE LINE APPROACH TAPER J DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) OPTIONAL DOTTED EXTENSION LINE WHITE EDGE LINE LEFT-TURN CHANNELIZATION REDUCED TAPER LENGTHS -ASYMMETRICAL WIDENING RIGHT OF CENTER LINE (FOR LIMITED USE IN URBAN AREAS WITH POSTED SPEEDS OF 40 MPH OR LESS) SEE CONTRACT FOR LENGTH OF STORAGE LANE 50' ....I WIDE LANE LINE 50' K OPTIONAL DOTTED EXTENSION LINE DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) WHITE EDGE LINE APPROACH TAPER J LEFT-TURN CHANNELIZATION REDUCED TAPER LENGTHS -ASYMMETRICAL WIDENING LEFT OF CENTER LINE (FOR LIMITED USE IN URBAN AREAS WITH POSTED SPEEDS OF 40 MPH OR LESS) ....I NOTES 1. The channelization shown on this plan assumes optimal roadway geometric design. The dimensions may vary to fit existing conditions. See Contract. 2. The channelization shown on this plan is for a two-lane highway. The channelization plan may be used on four-lane undivided highways with the appropriate considerations. 3. Centerline striping on the approach to raised channelization shall be No Pass in accordance with MUTCD figure 38-15. Centerline striping on the departure from raised channelization shall be determined by an engineering study. 4. Centerline striping on the approach to and departure from painted channelization shall be determined by an engineering study. 5. Centerline striping on four lane undivided highways shall be a double centerline. 6. The two Type 2L (SL) Traffic Arrows shown in the left-turn storage lane are optional, but recommended. Arrows may be added for longer storage lanes or deleted for shorter storage lanes. See Contract Plans. LEGEND L = Lane Width. See Contract for specified lane widths. ~ Type 2L (SL) Traffic Arrow POSTED DIMENSION DIMENSION SPEED H K CENTERLINE STRIPE -SEE NOTES 40MPH 27' 53' t. OF MARKING 35 MPH 20' 41' 30 MPH 15' 30' 25 MPH 10' 21' 20 MPH 7' 13' RESPECTIVE H or K RADIUS DOUBLE CENTER LINE RADIUS RADIUS = RESPECTIVE H or K OPTIONAL MARKED DECELERATION TAPER (FOR LIMITED USE IN URBAN AREAS) CENTERLINE STRIPE -SEE NOTES ,;;? /M / / Walsh, Brian V ~ v-<._. Sep 23 2020 I :56 PM LEFT-TURN CHANNELIZATION REDUCED TAPERS STANDARD PLAN M-3.20-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ~~,-----STATE DESIGN ENGINEER ... VI Washington State Department of Transportation (EXI
...I ...I w 0 0 :::i z a:: w u. APPROACH TAPER (SEE CONTRACT) OPTIONAL DOTTED EXTENSION LINE NO PASS STRIP ON APPROACH EQUAL TO APPROACH TAPER ACCELERATION LANE LENGTH 1/2 L STOPPING POINT FOR LEFT-TURN LANE DECELERATION LANE LENGTH WIDE LANE LINE APPROACH TAPER (SEE CONTRACT) 50' B OPTIONAL DOTTED EXTENSION LINE DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) WHITE EDGE LINE INSIDE RADIUS OF LEFT-TURNING VEHICLE OPTIONAL NOTES ...I ...I DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) (OR PAINTED MEDIAN IF LEFT TURNS ARE PROHIBITED) WHITE EDGE LINE STOPPING POINT FOR LEFT-TURN LANE OPTIONAL (SEE CONTRACT) CENTERLINE STRIPE (SEE NOTES) INSIDE RADIUS OF LEFT-TURNING VEHICLE APPROACH TAPER (SEE CONTRACT) VARIES -SEE CONTRACT PLANS (SEE CONTRACT) LEFT-TURN CHANNELIZATION TEE INTERSECTION WITH ACCELERATION LANE 100' 50' WIDE LANE LINE OPTIONAL DOTTED EXTENSION LINE B LEFT-TURN CHANNELIZATION TEE INTERSECTION THIS DIMENSION IS BASED ON A 12' TURN LANE WIDTH VARIES 47.5' (SEE CONTRACT) DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) VARIES (SEE CONTRACT) LEFT-TURN CHANNELIZATION BACK-TO-BACK LEFT-TURN LANES WIDE LANE LINE OPTIONAL DOTTED EXTENSION LINE (BOTH DIRECTIONS) 1. The channelization shown on this plan assumes optimal roadway geometric design. The dimensions may vary to fit existing conditions. See Contract. 2. The channelization shown on this plan is for a two-lane highway. The channelization plan may be used on four-lane undivided highways with the appropriate considerations. 3. Centerline striping on the approach to raised channelization shall be No Pass in accordance with MUTCD figure 3B-15. Centerline striping on the departure from raised channelization shall be determined by an engineering study. 4. Centerline striping on the approach to and departure from painted channelization shall be determined by an engineering study. 5. Centerline striping on four-lane undivided highways shall be a double centerline. 6. The two Type 2L (SL) Traffic Arrows shown in the left-turn storage lane are optional. Arrows may be added for longer storage lanes or deleted for shorter storage lanes. See Contract Plans. APPROACH TAPER (SEE CONTRACT) WHITE EDGE LINE DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) POSTED DIMENSION SPEED B 60MPH 60' 55MPH 55' 50MPH 50' 45MPH 45' 40MPH 40' 35MPH 35' 30MPH 30' 25MPH 25' 20MPH 20' ...I LEGEND L = Lane width. See Contract LT = Left-Turn lane width. See Contract ~ Type 2L (SL) Traffic Arrow ~ Type 6R (SR) Traffic Arrow CENTERLINE STRIPE (SEE NOTES) ,,;? t ,. / / / Walsh, Brian V ~ {/Jv-<_ Sep 23 2020 I :S7 PM LEFT-TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES STANDARD PLAN M-3.30-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION STATE DESIGN ENGINEER ... VI Washington State Department of Transportation (EXI
....I ....I w 0 0 ::i z 0::: w u. ;;.: CD I 0 Cl) 0 0::: <( 00 -, 0::: <( (/) :!!: (/) 0 0::: () TWO-WAY LEFT-TURN CENTER LINE SEE CONTRACT FOR LENGTH OF STORAGE LANE 50' i i 1 16' I i----i ....I :::::100· SEE CONTRACT FOR LENGTH OF STORAGE LANE 50' E + 50' :::::25' WIDE LANE LINE WHITE EDGE LINE DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) 500' MAX. i i 1 16' I tTYF~.j LEFT-TURN CHANNELIZATION IN TWO-WAY LEFT-TURN LANE ....I APPROACH TAPER (SEE CONTRACT) WHITE EDGE LINE DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) TWO-WAY LEFT-TURN LANE TRANSITION ....I 50' E OPTIONAL DOTTED EXTENSION LINE YELLOW EDGE LINE WIDE LANE LINE DOUBLE CENTERLINE (YELLOW) (NARROW PATTERN) PAINTED OR PLASTIC MEDIAN -SEE DETAIL LEFT-TURN CHANNELIZATION IN PAINTED MEDIAN TWO-WAY LEFT-TURN CENTERLINE Cl) 0 0::: <( 00 z ffi -Cl) :!!: 0 0::: () NOTES CENTERLINE STRIPE (SEE NOTES) 1. The channelization shown on this plan assumes optimal roadway geometric design. The dimensions may vary to fit existing conditions. See Contract. 2. The channelization shown on this plan is for a two-lane highway. The channelization plan may be used on four-lane undivided highways with the appropriate considerations. 3. Centerline striping on the approach to raised channelization shall be No Pass in accordance with MUTCD figure 38-15. Centerline striping on the departure from raised channelization shall be determined by an engineering study. 4. Centerline srtiping on the approach to and departure from painted channelization shall be determined by an engineering study. 5. Centerline striping on four-lane undivided highways shall be a double centerline . 6. The two Type 2L (SL) Traffic Arrows shown in the left-turn storage lane are optional, but recommended. Arrows may be added for longer storage lanes or deleted for shorter storage lanes. See Contract Plans. POSTED DIMENSION SPEED E0 60MPH 180' 55 MPH 180' 50MPH 180' 45MPH 180' 40MPH 120' 35MPH 120' 30MPH 120' 25MPH 120' 20MPH 120' 0 Can be reduced to a minimum of 50' to increase storage capacity. LEGEND L = Lane Width. See Contract for specified lane widths. LT= Left -Turn Lane width. See Contract ~ Type 2L (SL) Traffic Arrow zr« DIRECTION OF TRAFFIC YELLOW CROSSHATCH MARKING YELLOW EDGE LINE V ~ 1)/v-<_ Sep 23 2020 2:03 PM ~ t /. I / / Walsh, Brian 20' MIN. 40' MAX. DIRECTION OF TRAFFIC PAINTED OR PLASTIC MEDIAN COMPOSED OF LONGITUDINAL MARKINGS YELLOW EDGE LINE TWO-WAY LEFT-TURN AND MEDIAN CHANNELIZATION STANDARD PLAN M-3.40-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION ~~,-----STATE DESIGN ENGINEER ... VI Washington State Department of Transportation (EXI
TYPICAL APPLICATIONS
LANE LANE 8’4’2’
(TYP.)
1’1’
1’
5’ MAX.
(TYP.)
1’ WIDE FOR 4’ SHOULDERS
2’ WIDE FOR SHOULDERS OVER 4’ WIDE
1’ MIN.
‘
ROADWAY
‘
LANE
SHOULDER AREA
SHOULDER AREA
CROSSWALK LINE
DETAIL
STOP LINE
SHEET 1 OF 1 SHEET
EDGE OF PAVEMENT, OR FACE OF
CURB (WITHOUT GUTTER), OR EDGE
OF GUTTER PAN (WHEN THERE IS
CURB & GUTTER) (TYP.)
INSTALL CROSSWALK LINES IN
SHOULDER AREAS ONLY WHEN
ADJACENT TO A SIDEWALK OR
A SEPARATE WALKWAY (TYP.)
SHOULDER
EDGE OF CONCRETE
GUTTER
SIDEWALK
SIDEWALK
SHOULDER
EDGE OF CONCRETE
GUTTER
SIDEWALK
SHOULDER
EDGE OF CONCRETE
GUTTER
EDGE OF TRAVELED WAYEDGE OF TRAVELED WAY MIN.EDGE OF CONCRETE
GUTTER
SIDEWALK
SHOULDER
CROSSWALK LAYOUT
STANDARD PLAN M-15.10-01DRAWN BY: FERN LIDDELLAPPROVED FOR PUBLICATION
DATESTATE DESIGN ENGINEER
Washington State Department of Transportation
INSTALL CROSSWALK LINES
PARALLEL TO THE ROADWAY
STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER25335THEODORE J. TR
EPA
NI
EREXPIRES AUGUST 9, 2007
1.
NOTES
See the Contract Plans for locations of crosswalk centerlines.
To the maximum extent possible, curb ramp centerline should
be perpendicular to the crosswalk centerline.
To the maximum extent possible, crosswalks should be
perpendicular to the centerline of the traveled way.
2.
3.NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPARTMENT OF TRANS-PORTATION. A COPY MAY BE OBTAINED UPON REQUEST.Ken L. Smith 02-06-07
....I ....I UJ Cl Cl :::i z 0:: UJ LL ;;.: cc I Cl 10' 30' -·1-· 10' ·1-· -l~ .. l .. l "" l ~--..,,,.~---~, --------\ YELLOW-=RLINE, CENTERLINE & LANE LINE WHITE -LANE LINE 10' l 30' 10' YELLOW NO-PASS LINE & TWO-WAY LEFT-TURN CENTERLINE 10' 10' l 30' 10' l l -~j ~: -,-:~~ . ~ -~~ --------YELLOW ~ REVERSIBLE LANE LINE l 30' l 10' l "\ I 00 t \~ITE WIDE BROKEN LANE LINE SEE CONTRACT FOR LENGTH ----------------\ YELLOW OR WHITE -SEE NOTE 2 EDGE LINE & SOLID LANE LINE NOTES 1. Dotted Extension Line shall be the same color as the line it is extending. 2. Edge Line shall be white on the right edge of traveled way, and yellow on the left edge of traveled way (on one-way roadways). Solid Lane Line shall be white. 3. The distance between the lines of the Double Centerline shall be 12" everywhere, except 4" for left-turn channelization and narrow roadways with lane widths of 10 feet or less. Local Agencies (on non-state routes) may specify a 4" distance for all locations. The distance between the lines of the Double Lane Line shall be 4". I SEE CONTRACT FOR LENGTH DOUBLE CENTERLINE & DOUBLE LANE LINE SEE CONTRACT FOR LENGTH YELLOW -DBL. CENTERLINE, WHITE -DBL. LANE LINE ~~I _________ :-s __ \ WHITE WIDE EDGE LINE & WIDE SOLID LANE LINE OPTION TO USE AS Cl RC ULA TORY ON ROUNDABOUT APPLICATIONS 1· SEE CONTRACT FOR LENGTH .c ~tc DOUBLE WIDE LANE LINE WHITE SEE CONTRACT FOR LENGTH Cl~ ____ \ ___ \ YELLOW BARRIER CENTERLINE V--()./v-,<.__ Sep 23 2020 3:46 PM ~ t 1. / / / Walsh, Brian LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION ~~=,,-----STATE DESIGN ENGINEER .... VI Washington State Department of Transportation (EXI
....I ....I w 0 0 :::i z 0:: w LL .. l 3' l 9' l 3' l 9' l 3' l "'" t \Mil~;: I ~ DOTTED LANE LINE ··fl 6• fl 6• fl··. YELLOW OR IM<ITE -' = _____ c=J_~~ SEE NOTE 1 DOTTED EXTENSION LINE Roundabout Specific Lines 3' -O" 2' O" 3' -O" "'l l -l l" ~I ~I ~~==::f-12·· WIDE DOTTED ENTRY LINE WHITE l 4' -O" l 3' -O" l 4' -O" l 3' -O" .. .. l 3' l 9' l 3' l 9' l 3' l 9' l 3' l 9' l3'l~ ~-= WIDE DOTTED LANE LINE 6' -O" 6' -O" 6' -O" 6'-O" 6' -O" ·· ·_· -·1-· _·_· _·_· -·1-· -r · ~ l __ s" WIDE DOTTED EXTE_N_S-IO_N_LI_N_E____________ ~ WHITE .. ·1_· 6-· l 3 ·1_· 6-· l 3' l 60 l" ___:_____J__ ----~ J~WORIM<ITE STRONG LANE LINE -SEE NOTE 1 OPTION TO USE AS CIRCULATORY ON ROUNDABOUT APPLICATIONS l 4' -O" l .. 8" p' t 1. / / / Walsh, Brian V.--{)/v-,c._ Sep 23 2020 3:50 PM LONGITUDINAL MARKING PATTERNS STANDARD PLAN M-20.10-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION ~~,-----STATE DESIGN ENGINEER ... WIDE DOTTED CIRCULATING LANE LINE WHITE VI Washington State Department of Transportation (EXI
0::: w
:I:
~
....1 u..
~
....1
0 u
~
z ~
0
I
I
I
I
80' {SEE NOTE 1) 80' {SEE NOTE 1)
15' 15' 10' 30' 10' 15' I TYPE 2YY RPM {TYP.) ~ WHITE EDGE LINE
I
= D \ = v =
=
=
TYPE 2WRPM
{SEE NOTES 1 & 4)
15'
\
\_
CENTERLINE
80' {SEE NOTE 1)
15' 10' 30' 10' 15'
= = D
= = D
I. 80'
MULTILANE ONE-WAY TRAFFIC
l
3'
l
9'
l
~I
3'
\
II
----I
= D I
----I
\
\_ -NO PASS LINE
TWO-LANE TWO-WAY TRAFFIC
WHITE EDGE LINE
LANE LINE
YELLOW
EDGE LINE
TYPE 2Y RPM
{SEE NOTE 2)
l
9'
l
3'
l
9'
4'-6" I 4'-6" ...
I
~
WIDE DOTTED LANE LINE DETAIL
{SEE NOTE 5)
D = "\= \
\ \
\_
DOUBLE CENTERLINE
TRAFFIC LANE
LEFT EDGE LINE
TYPE2YRPM~
LEFT EDGE OF LANE PLACEMENT DETAIL
{SEE NOTE 2)
l ''l 4'-6' -~· •• _, .. l''l
'
' ~WHITE
TYPE 2W RPM {TYP.)
{SEE NOTE 4)
\_
I
I
=
I
I
NO PASS LINE -
NOTES
1. Raised Pavement Markers Types 2YY and 2W shall be
spaced at 80' (ft) intervals on tangents and on horizontal
curves with a radius of 1500' (ft) or more, and at 40' (ft)
intervals on horizontal curves having radii of less than
1500' (ft). Center the RPMs in the gaps between the
pavement marking lines.
2. Type 2Y RPMs, when specified, shall be placed outside
the left Edge Line at 80' (ft) intervals. See "LEFT EDGE
OF LANE PLACEMENT DETAIL."
3. Recessed pavement markers, when specified, shall be
installed at the locations shown for Type 2W RPMs on
multilane one-way roadways, and Type 2YY RPMs on
two-lane two-way roadways.
4. The Type 2W RPMs placed on multilane one-way
roadways and all RPMs set in recesses shall have
an abrasion-resistant coating.
5. Do not recess side-to-side RPMs on Wide Dotted Lane
Lines .
TYPE 2 RPM RAISED FACE COLORS
TYPE 2YY YELLOW AND YELLOW
TYPE 2W WHITE -ONE SIDE ONLY
TYPE2Y YELLOW-ONE SIDE ONLY
LONGITUDINAL MARKING
SUPPLEMENT WITH RAISED
PAVEMENT MARKERS
STANDARD PLAN M-20.30-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .......
... Washington State Department of Transportation
D
D
WIDE LANE LINE -
SEE DETAIL@
OPTIONAL
(SEE NOTE 3}
=
D
=
D
D
DOUBLE CENTERLINE (YELLOW} -
SEE DETAIL@
WIDE LANE LINE -I SEE DETAIL®
I
/= =
D D
LEFT-TURN LANE
(SEE NOTE 3}
~
=
~
D
~ ~
D D
\= ~
= =
~
\
\_ DOUBLE CENTERLINE (YELLOW} -
SEE DETAIL@
LEFT-TURN LANE
30'
~
D
DOUBLE CENTERLINE (YELLOW}-
SEE DETAIL@
SEE DETAIL@
NOTES
1. Raised pavement markers shall be installed only when
specified in the Contract Plans.
2. See the Standard Plans for marker designation.
3. The portion labeled "OPTIONAL" is used only when the
Optional Marked Deceleration Taper (see Standard Plans
M-3.10 and M-3.20) is specified in the Contract Plans.
~ Type 2L (SL) Traffic Arrow
TWO-WAY LEFT-TURN CENTERLINE-
/ SEE DETAIL@
/I
= = = //=
D "~7~
= = c= =
TWO-WAY LEFT-TURN LANE
I SEE DETAIL®
I
I I
D
D
=
= D =
= D =
=
TWO-WAY LEFT-TURN LANE
=
=
= D
= D
LONGITUDINAL MARKING
SUPPLEMENT WITH RPMs -
TURN LANES
STANDARD PLAN M-20.40-03
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
END TWO-WAY LEFT-TURN LANE
... Washington State Department of Transportation
0
0:::
0 u..
~ ;,;
::::i
TYPE 2YY
RPM (TYP.)
[IIJ
WIDE LANE LINE
DETAIL 0
[IIJ
40' RPM SPACING
[IIJ
J
DOUBLE CENTERLINE (YELLOW)
(NARROW PATTERN)
DOUBLE CENTERLINE (YELLOW)
(NARROW PATTERN)
40' RPM SPACING
[IIJ
[IIJ
DOUBLE CENTERLINE (YELLOW)
(NARROW PATTERN)
DETAIL 0
40' -0" SPACING
DETAIL 0
15'-0"
z
0:::
::JW
1-Z ~:5
w __.
l 10'-0"
DOUBLE CENTER-
LINE (YELLOW)
TYPE 2YY
RPM (TYP.)
ALTERNATIVE LINE DETAIL
30'-0" 10'-0" 15'-0"
INSIDE EDGE
OF LANE
.~!h~~
~------~----~
TWO-WAY LEFT-TURN
CENTERLINE
4" (TYP.)
Ill] t Ill] llll
liD
4" (TYP.)
Ill] __l_ Ill]
TYPE 2YY RPMs 4" (TYP.)
::::: 10' O.C. (TYP.)
DETAIL 0
DETAIL 0
DOUBLE CENTER-
LINE (YELLOW)
(NARROW PATTERN)
.......
\
\
LONGITUDINAL MARKING
SUPPLEMENT WITH RPMs -
TURN LANES
STANDARD PLAN M-20.40-03
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
0::: w
:I:
~
....1 u..
~
....1
0 u
~
z ~
0
I
~~~~ I
: TAPER LENGTH l FLAT l TAPER LENGTI< :
MARKER 7
L +-----------------------+-illF-+-------------------·f~" -0
PLAN VIEW
TOP OF PAVEMENT MARKER
-----------------------~~:~~~~~~M~~~~---
40
1/8" MIN.
1/4" MAX .
TYPE 2YY RPM
(SEE NOTE 4)
ADHESIVE
SECTION 0
40
TWO-WAY ROADWAY RECESSED PAVEMENT MARKER DETAILS
FOR USE WHERE SPECIFIED IN CONTRACT
I
RECESS LENGTH I
: TAPER LENGTI< l 6" FLAT :
MARKER 7
PLAN VIEW
TOP OF PAVEMENT MARKER
ONE-WA~ ~~F~~C-~ ______________ -T~: ~~~~~E-M~~~~ __
TYPE 2WRPM
OR TYPE 2Y RPM
(SEE NOTE 4)
40
1/8" MIN.
1/4" MAX.
SECTION 0
ADHESIVE
ONE-WAY ROADWAY RECESSED PAVEMENT MARKER DETAILS
FOR USE WHERE SPECIFIED IN CONTRACT
RADIUS VARIES DEPENDING
ON SAW BLADE DIAMETER
LONGITUDINAL MARKING
SUPPLEMENT WITH RAISED
PAVEMENT MARKERS
STANDARD PLAN M-20.30-04
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .......
... Washington State Department of Transportation
0::: w
:I:
~
....1 u..
~
....1
0 u
~
z ~
0
I
I
I
I
80' {SEE NOTE 1) 80' {SEE NOTE 1)
15' 15' 10' 30' 10' 15' I TYPE 2YY RPM {TYP.) ~ WHITE EDGE LINE
I
= D \ = v =
=
=
TYPE 2WRPM
{SEE NOTES 1 & 4)
15'
\
\_
CENTERLINE
80' {SEE NOTE 1)
15' 10' 30' 10' 15'
= = D
= = D
I. 80'
MULTILANE ONE-WAY TRAFFIC
l
3'
l
9'
l
~I
3'
\
II
----I
= D I
----I
\
\_ -NO PASS LINE
TWO-LANE TWO-WAY TRAFFIC
WHITE EDGE LINE
LANE LINE
YELLOW
EDGE LINE
TYPE 2Y RPM
{SEE NOTE 2)
l
9'
l
3'
l
9'
4'-6" I 4'-6" ...
I
~
WIDE DOTTED LANE LINE DETAIL
{SEE NOTE 5)
D = "\= \
\ \
\_
DOUBLE CENTERLINE
TRAFFIC LANE
LEFT EDGE LINE
TYPE2YRPM~
LEFT EDGE OF LANE PLACEMENT DETAIL
{SEE NOTE 2)
l ''l 4'-6' -~· •• _, .. l''l
'
' ~WHITE
TYPE 2W RPM {TYP.)
{SEE NOTE 4)
\_
I
I
=
I
I
NO PASS LINE -
NOTES
1. Raised Pavement Markers Types 2YY and 2W shall be
spaced at 80' (ft) intervals on tangents and on horizontal
curves with a radius of 1500' (ft) or more, and at 40' (ft)
intervals on horizontal curves having radii of less than
1500' (ft). Center the RPMs in the gaps between the
pavement marking lines.
2. Type 2Y RPMs, when specified, shall be placed outside
the left Edge Line at 80' (ft) intervals. See "LEFT EDGE
OF LANE PLACEMENT DETAIL."
3. Recessed pavement markers, when specified, shall be
installed at the locations shown for Type 2W RPMs on
multilane one-way roadways, and Type 2YY RPMs on
two-lane two-way roadways.
4. The Type 2W RPMs placed on multilane one-way
roadways and all RPMs set in recesses shall have
an abrasion-resistant coating.
5. Do not recess side-to-side RPMs on Wide Dotted Lane
Lines .
TYPE 2 RPM RAISED FACE COLORS
TYPE 2YY YELLOW AND YELLOW
TYPE 2W WHITE -ONE SIDE ONLY
TYPE2Y YELLOW-ONE SIDE ONLY
LONGITUDINAL MARKING
SUPPLEMENT WITH RAISED
PAVEMENT MARKERS
STANDARD PLAN M-20.30-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .......
... Washington State Department of Transportation
0::: w
:I:
~
....1 u..
~
....1
0 u
~
z ~
0
I
~~~~ I
: TAPER LENGTH l FLAT l TAPER LENGTI< :
MARKER 7
L +-----------------------+-illF-+-------------------·f~" -0
PLAN VIEW
TOP OF PAVEMENT MARKER
-----------------------~~:~~~~~~M~~~~---
40
1/8" MIN.
1/4" MAX .
TYPE 2YY RPM
(SEE NOTE 4)
ADHESIVE
SECTION 0
40
TWO-WAY ROADWAY RECESSED PAVEMENT MARKER DETAILS
FOR USE WHERE SPECIFIED IN CONTRACT
I
RECESS LENGTH I
: TAPER LENGTI< l 6" FLAT :
MARKER 7
PLAN VIEW
TOP OF PAVEMENT MARKER
ONE-WA~ ~~F~~C-~ ______________ -T~: ~~~~~E-M~~~~ __
TYPE 2WRPM
OR TYPE 2Y RPM
(SEE NOTE 4)
40
1/8" MIN.
1/4" MAX.
SECTION 0
ADHESIVE
ONE-WAY ROADWAY RECESSED PAVEMENT MARKER DETAILS
FOR USE WHERE SPECIFIED IN CONTRACT
RADIUS VARIES DEPENDING
ON SAW BLADE DIAMETER
LONGITUDINAL MARKING
SUPPLEMENT WITH RAISED
PAVEMENT MARKERS
STANDARD PLAN M-20.30-04
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .......
... Washington State Department of Transportation
DRAWN BY: COLBY FLETCHER5’ - 0"5’ - 8"8’ - 0"1’ - 3"
‘
& LANE
SYMBOL
4"
8"
TRAFFIC ARROW
TYPE 3SR (RIGHT)
TRAFFIC ARROW
TYPE 1S
TRAFFIC ARROW
TYPE 2SR (RIGHT)
(SHOWN AT REDUCED SCALE)
TYPE 2SL TRAFFIC ARROW
MIRROR IMAGE OF
(SHOWN AT REDUCED SCALE)
TYPE 3SL TRAFFIC ARROW
MIRROR IMAGE OF
NOTE
8’ - 0"2’ - 8"3’ - 0"1’ - 0"8"8"2’ - 4"1’ - 6"
AXIS
ELLIPSE "A"
1’ - 4"
1’ - 2"
1’ - 2"
10" ~ ELLIPSE "B" AXIS
ELLIPSE "A"
TYPE 2SL (LEFT) TRAFFIC ARROW 8’ - 0"2’ - 8"3’ - 0"1’ - 0"8"8"
1’ - 6"1’ - 2"
10" ~ ELLIPSE "B" AXIS
1’ - 4"
1’ - 2"
1’ - 0"
2’ - 4"
ELLIPSE "B"
AXIS
ELLIPSE "A"
TRAFFIC ARROW
TYPE 4S
2’ - 4"13’ - 4"2’ - 8"3’ - 0"1’ - 0"8"8"
1’ - 6"
AXIS
ELLIPSE "A"
1’ - 2"
10" ~ ELLIPSE "B" AXIS 4’ - 1"4’ - 7"TYPE 3SL (LEFT) TRAFFIC ARROW
7.73 SQ.FT.
MARKING AREA
8.03 SQ.FT.
MARKING AREA
14.83 SQ.FT.
MARKING AREA
12.86 SQ.FT.
MARKING AREA
STANDARD PLAN M-24.40-02
SHEET 1 OF 2 SHEETS
ELLIPSE "B"
OF ELLIPSES
CENTER POINT
7.73 SQ.FT.
MARKING AREA
14.83 SQ.FT.
MARKING AREA
GRID IS 4" (IN) SQUARE
‘SYMBOL & LANE
3’ - 8"ELLIPSE "A" AXIS2’ - 0"ELLIPSE "B" AXIS‘
& LANE
SYMBOL
GRID IS 4" (IN) SQUARE
OF ELLIPSES
CENTER POINT
1’ - 4"
1’ - 2"
ELLIPSE "A"
ELLIPSE "B"
8"
1’ - 8"8"1’ - 0"3’ - 8"ELLIPSE "A" AXIS2’ - 0"ELLIPSE "B" AXISGRID IS 4" (IN) SQUARE
OF ELLIPSES
CENTER POINT
SYMMETRICAL ABOUT ‘2’ - 4"3’ - 8"ELLIPSE "A" AXIS2’ - 0"ELLIPSE "B" AXIS‘
& LANE
SYMBOL
ELLIPSE "A"
being placed on roadways with a posted speed limit of 40 mph or lower.
Use the dimensions shown on this plan for each type of Traffic Arrow
LOW-SPEED ROADWAYS
TRAFFIC ARROWS FOR
SYMBOL MARKINGS ~
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
36103
HSLAW .J NAIRB
STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER
‘
LANE
( 2.05’)~~
~~
2’ - 0"
2’ - 5/8"
8"
1
’ -
6
"
3
’ -
6
"
6
’ -
0
"
»¿
1
2
’ -
0
"
TRAFFIC ARROW
TYPE 6SR (RIGHT)
TRAFFIC ARROW
TYPE 6SL (LEFT)13’ - 4"2’ - 8"3’ - 0"1’ - 0"8"1’ - 6"
AXIS
ELLIPSE "A"
1’ - 2"
10" ~ ELLIPSE "B" AXIS4’ - 1"4’ - 7"8"
TYPE 7S TRAFFIC ARROW5’ - 4"2’ - 4"(SHOWN AT REDUCED SCALE)
(MIRRORED ABOUT LANE CENTERLINE)
MIRROR IMAGE OF TYPE 6SL
19.58 SQ.FT.
MARKING AREA
15.94 SQ.FT.
MARKING AREA
15.94 SQ.FT.
MARKING AREA
SHEET 2 OF 2 SHEETS
STANDARD PLAN M-24.40-02
DRAWN BY: COLBY FLETCHER»¿
‘SYMBOL
2’ - 0"2’ - 0"ELLIPSE "B" AXISOF ELLIPSES
CENTER POINT 3’ - 8"ELLIPSE "A" AXIS‘SYMMETRICAL ABOUT
GRID IS 4" (IN) SQUARE
"A"
ELLIPSE
1’ - 2"
1’ - 4"
8"
4’ - 8"
2’ - 4"1’ - 0"
‘
& LANE
SYMBOL
"B"
ELLIPSE
LOW-SPEED ROADWAYS
TRAFFIC ARROWS FOR
SYMBOL MARKINGS ~
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
36103
HSLAW .J NAIRB
STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER
0
0:::
0
LL. >-()
<( en
::::i
> ID
~
0
I enl-wU
ii: ~ ~ !z
:cO
1-U
C>w z w
~en
1-
()
~ 1-z
0
()
w w en
I
en w
ii:
~
::c
1-
(!) z w
....1
11'-6"-UNLESS NOTED
"oTHERWISE IN CONTRACT
STOP LINE
WHITE OR YELLOW-SEE CONTRACT
CHEVRON OR DIAGONAL
CROSSHATCH MARKING
W = 8" (IN) FOR POSTED SPEED LIMIT OF 40 MPH OR LOWER
W = 12" (IN) FOR POSTED SPEED LIMIT OF 45 MPH OR HIGHER
PAVED 7
SHOULDER
LEDGE LINE
MARKING AREA= 11.73 SQ.FT.
HALF-MILE MARKER
~I LEDGE LINE
\
MARKING AREA = 6.00 SQ. FT.
FULL MILE MARKER
~PAVED
SHOULDER
AERIAL SURVEILLANCE MARKERS
NOTE
CENTERLINE OF JUNCTION BOX,
~ PULL BOX, OR CABLE VAULT
1. If Rumble Strips are present,
install marking outside of
the Rumble Strip.
PAVED
SHOULDER
JUNCTION BOX,
PULL BOX, OR
CABLE VAULT
MARKING AREA= 0.56 SQ. FT.
JUNCTION BOX, PULL BOX,
OR CABLE VAULT MARKINGS
CENTERLINE OF
'·,/ CROSS CULVERT
-=--' _'_,_,_'____,_,:--___ .L_[_ __ EDGE LINE
-(~.'¥
l_ YYi,,,
PAVED__} '
SHOULDER ',
MARKING AREA= 0.56 SQ. FT.
CROSS CULVERT
DRAINAGE MARKING
ANGLE OF
CROSS CULVERT
EDGE LINE
PAVED
SHOULDER
I· 2'-0" ·I
1m
MARKING AREA = 1.06 SQ. FT.
DRAINAGE STRUCTURE INLET
DRAINAGE MARKING
SYMBOL MARKINGS
MISCELLANEOUS
STANDARD PLAN M-24.60-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
I. 2'-0" .I
GRID IS 4" (IN) SQUARE MARKING AREA= 1.41 SQ.FT.
ACCESS PARKING SPACE SYMBOL
(MINIMUM)
I
I,/
\ 1\
1/1 \ I
I / \ \ Lo
' 1/ \ C<l
4" \ \ ...:....._ I-
1\ v ~j ~ \ "'-...... ./ iYr
................. ...... v --
I. 3'-0" .I
GRID IS 4" (IN) SQUARE MARKING AREA = 3.09 SQ.FT.
4"
ACCESS PARKING SPACE SYMBOL
(STANDARD)
1'-2" 3'-0" 1'-2"
5'-4"
TOTAL MARKING AREA= 28.44 SQ.FT.
WHITE= 9.76 SQ.FT. BLUE = 18.69 SQ.FT.
~
~
~
~
~
~
ACCESS PARKING SPACE SYMBOL (STANDARD)
WITH BLUE BACKGROUND AND WHITE BORDER
(REQUIRED FOR CEMENT CONCRETE SURFACES)
b
' Co
LL.
0
z
0
i=
(..)
w a:
Ci
c.,~
t
3" -
10"
SYMBOL
& LANE
ct
6'-0"
3'-0"
MARKING AREA= 12.08 SQ.FT.
SPEED BUMP SYMBOL
Cxl
~ a,
' '
C\1 C<l
Cxl
2'-0" 10"
3'-8"
TOTAL MARKING AREA= 13.44 SQ.FT.
WHITE = 4.82 SQ.FT. BLUE = 8.62 SQ.FT.
ACCESS PARKING SPACE SYMBOL (MINIMUM)
WITH BLUE BACKGROUND AND WHITE BORDER
(REQUIRED FOR CEMENT CONCRETE SURFACES)
SYMBOL MARKING
YIELD AHEAD SYMBOL
YIELD LINE SYMBOL
LL.
0 z ....1 0 w
i= ~ ~ I-
ll:
Ci
A
SYMBOL
& LANE
ct
YIELD AHEAD SYMBOL
TYPE1
TYPE2
TYPE1
TYPE2
TYPE2
A B c
6'-0" 2'-6" 13'-0"
6'-0" 3'-0" 20'-0"
1'-0" 6" 1'-6"
2'-0" 1'-0" 3'-0"
2'-0" 1'-0" 3'-0"
B
c
D
N/A
N/A
6"
1'-0"
1'-0"
USE
LESS THAN 45 MPH
45 MPH OR GREATER
LESS THAN 45 MPH
45 MPH OR GREATER
ROUNDABOUTENTRY *
* MINIMUM OF 4 IN LANE
LL.
0 z ....1
§ ~ w I-
ll:
Ci
MARKING AREA
25.90 SQ.FT.
36.54 SQ.FT.
0.75 SQ.FT.
3.00 SQ.FT.
3.00 SQ.FT.
YIELD LINE SYMBOL
(MULTIPLE SYMBOLS REQUIRED
FOR TRANSVERSE YIELD LINE -
SEE CONTRACT)
SYMBOL MARKINGS
MISCELLANEOUS
STANDARD PLAN M-24.60-04
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation