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TABLE OF CONTENTS
SIGNAGE & STRIPING AT ROAD 68/BURDEN BLVD
Project No. 20008, FEDERAL AID NO. STPUL-3515(010)
INVITATION FOR BIDS .................................................................................................................................... AD-1
INFORMATION FOR BIDDERS:
Standard Specifications ........................................................................................................................... IB-1
Explanation of Contract Documents and Work Site ................................................................................ IB-1
Qualification of Bidders ........................................................................................................................... IB-1
Water ....................................................................................................................................................... IB-1
Submission of Bid Proposal ..................................................................................................................... IB-2
Schedule of Events .................................................................................................................................. IB-3
Award of Contract.................................................................................................................................... IB-3
Disadvantaged Business Enterprises Condition of Award Participation .................................................. IB-4
Bid Opening Procedures for Covid-19 Protective Measures .................................................................... IB-4
Bid Schedules ........................................................................................................................................... IB-5
PROPOSAL:
Bid Proposal .............................................................................................................................................. P-1
Bid Bond ................................................................................................................................................. BB-1
Contractor Certification Wage Law Compliance – Responsibility Criteria ........................................ 272-009
Non-Collusion Declaration & Debarment Affidavit .......................................................................... 272-036I
Local Agency Proposal – Signature Page......................................................................................... 272-036K
Certification for Federal-Aid Contracts ........................................................................................... 272-040A
CONTRACT REGULATIONS:
Contract ................................................................................................................................................. CO-1
Performance Bond .................................................................................................................................. PB-1
Payment Bond ...................................................................................................................................... PAB-1
SPECIAL PROVISIONS
City of Pasco Special Provisions .............................................................................................................. SP-2
WAGE RATES
Federal Wage Determinations .................................................................................................. WA20200001
WA State Prevailing Wage Rates .......................................................................................................... SWR-1
Benefit Code Key .................................................................................................................................. BCK-1
Labor & Industries Policy Statement ....................................................................................................... LI-1
MISCELLANEOUS
Required Contract Provisions ..................................................................................................... FHWA-1273
WSDOT STANDARD DRAWINGS
CONSTRUCTION DRAWINGS
APPENDIX A
QuestCDN On-Line Bidding User Guide
AD-1
ATTENTION CONTRACTORS
INVITATION TO BID
Signage & Striping at Road 68/Burden Blvd
Project # 20008, Federal Aid No. STPUL-3515(010)
The City of Pasco, Washington is inviting and requesting bid proposals for the Signage & Striping at
Road 68/Burden Blvd project. This project involves the modification and addition of signage and striping
on Burden Boulevard and Road 68 to provide for more effective traffic flow and lane selection for vehicle
traffic accessing Interstate 182. This project will provide a new m ast arm pole to mount overhead signage
above Burden Boulevard.
This contract has fifteen (15) working days to complete the work .
In an effort to provide proper social distancing to Contractors and City Staff, the City of Pasco has
opted to conduct the bidding of this project through an online bidding process. The bidding will
be done through QuestCDN’s Online Bidding Platform: VirtuBid™.
Bid documents, including plans and specifications, may be obtained beginning Friday, October 16, 2020
at 10:00AM through QuestCDN.com using eBidDoc No. 7296741, for the standard download fee of
$15.00.
Bids shall be submitted electronically via the secure network/platform on QuestCDN.com, and shall be
accepted up to the hour of 2:00PM on Tuesday, November 10th, 2020.
For use of this process, the Contractor will be subjected to an additional fee of $30.00 to bid this project
digitally. QuestCDN.com can be contacted at 952-233-1632 or info@questCDN.com for additional
information and assistance on this bidding process and further fee explanation(s).
Bids will be publicly opened and read aloud, via live stream webinar at the subsequent time of 2:00PM
on Tuesday, November 10, 2020. To participate in the public webinar meeting from a computer, tablet,
or smartphone, please use the following information: https://global.gotomeeting.com/join/637283389;
OR, via telephone, United States +1 (571) 317-3122, Access Code: 637-283-389.
All bids must be accompanied by a “Good Faith Token” in the form of a Certified Check, Cashier’s Check
or Bid Bond in the amount of not less than 5 percent (5%) of the total bid.
Technical questions regarding the scope of this project should be put in writing up until 72-hours prior to
bid opening and directed to Faigda Rico, Associate Engineer, City of Pasco, Public Works, 525 N. 3rd
Avenue, PO Box 293, Pasco, WA 99301, Email: ricof@pasco-wa.gov.
Bids will only be accepted from Contractors who are eligible to perform services as governed by
PMC 14.15 and who are listed on the QuestCDN Planholders list. Upon award, Contractor (and
subcontractors) shall have a current City of Pasco Business License.
Projects funded wholly or in part by Federal appropriations must comply with Code of Federal
Regulations; 24 CFR 570.502, 24 CFR 85.36, 2 CFR 200. All federally-funded projects will be held to
federal Equal Employment Opportunity (EEO) requirements. The City of Pasco is an equal opportunity
and affirmative action employer. Small, minority, and women-owned businesses are encouraged to
submit. No person shall be excluded from participation, denied program benefits, or subjected to
discrimination on the basis of age under any program or activity receiving federal funding assistance. (42
U.S.C. 610 et. seq.) The City of Pasco in accordance with Section 504 of the Rehabilitation Act and the
Americans with Disabilities Act (ADA), commits to nondiscrimination on the basis of disability, in all of its
programs and activities. This material can be made available in an alternate format by e-mailing Dustin
Wittman at wittmand@pasco-wa.gov or calling 509-545-3447.
The City of Pasco, 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
AD-1
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 ground of race, color, national origin, or sex in consideration for
an award.
The City reserves the right to reject any and all bids and to waive technicalities or irregularities, and after
careful consideration of all bids and factors involved make the award to best serve the interests of the
City of Pasco.
DATED: October 14, 2020
_________________________________________
Michael Uhlman, P.E. – Senior Engineer
PUBLISH: October 16, 2020
October 23, 2020
Information for Bidders
Standard Specifications ........................................................................................................................... IB-1 Explanation of Contract Documents and Work Site ................................................................................ IB-1 Qualification of Bidders ........................................................................................................................... IB-1 Water ....................................................................................................................................................... IB-1 Submission of Bid Proposal ..................................................................................................................... IB-2 Schedule of Events .................................................................................................................................. IB-3 Award of Contract.................................................................................................................................... IB-3 Disadvantaged Business Enterprises Condition of Award Participation .................................................. IB-4 Bid Opening Procedures for Covid-19 Protective Measures .................................................................... IB-4 Bid Schedules ........................................................................................................................................... IB-5
IB 1 of 5
INFORMATION FOR BIDDERS
STANDARD SPECIFICATIONS
The Standard Specifications for the municipal Public Works Construction, as
prepared by the Washington Department of Transportation 2020 Standard
Specifications for Road, Bridge, and Municipal Construction hereinafter referred
to as “Standard Specifications,” hereby references are made a part of this
contract as amended by the WSDOT and the APWA general special provisions
as indicated and supplemented by the “Special Provisions.” Copies of the
Standard Specifications are available for review and inspection at the office of
the Engineer. Copies of the Standard Specifications may be purchased from:
Washington State Department of Transportation (WSDOT)
Engineering Publications
Post Office Box 47408
Olympia, WA. 98504-7408
Any reference to the 20XX Standard Specifications for Road, Bridge and
Municipal Construction shall read 2020 Standard Specifications for Road, Bridge
and Municipal Construction.
EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE
Bidders should carefully examine the Contract Documents and work site to fully
acquaint themselves with all the conditions and matters, which can in any way
affect the work or the cost thereof. Any explanation regarding the meaning or
interpretation of the Contract Documents must be requested in writing, with
sufficient allowance of time for receipt of reply before the time of the bid opening.
Any such explanations or interpretations shall be made in the form of addenda to
the documents and shall be furnished to all bidders, who shall submit all addenda
with their bids. Oral explanations and interpretations made prior to the bid
opening shall not be binding.
QUALIFICATION OF BIDDERS
All bidders must be qualified in accordance with Pasco Municipal Code Chapter
14.15 ‘Qualification for Public Works Construction’. The City reserves the right to
reject any bid of such bidder who is not eligible to perform services as governed
by PMC 14.15 or who has not downloaded the Bid Documents from
QuestCDN.com.
WATER
If City water is used for any work related to this project, a Fire Hydrant Meter and
Gate Valve will be furnished by the City of Pasco to be used specifically for this
project. The Contractor shall be charged an $800 return deposit plus a $50 non-
refundable handling and processing fee for the meter and valve. The City will
charge the Contractor for any water used in the construction of the project. Any
water used for this project shall be considered incidental to construction and will
IB 2 of 5
be paid per WSDOT Standard Specification 2-07.5. The Contractor shall not
operate the hydrant as a gate valve, nor shall the Contractor be allowed to
operate any other City owned valve. The Contractor shall provide the necessary
back flow prevention device when connecting to the water service. The Fire
Hydrant Meter requirements and the Fire Hydrant Meter Application are available
at the Customer Service Window and the Engineering Department.
Fire Hydrant Meters shall be read daily and submitted to the CIP Manager
weekly. There shall be no specific measurement and payment for the use of
water. All payments necessary to meet the requirements of this provision shall
be considered incidental to the work and included in the Contract price.
SUBMISSION OF BID PROPOSAL
The City of Pasco (herein called the City and/or Owner) invites Bidders (herein
called the Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid
package) to be provided to those Bidders pre-qualified in accordance with PMC
14.15 (Sec. 1-02.1).
In an effort to provide proper social distancing to Contractors and City Staff, the
City of Pasco has opted to conduct the bidding of this project through an online
bidding process. The bidding will be done through QuestCDN’s Online Bidding
Platform.
Bids shall be submitted electronically via the secure network/platform on
QuestCDN.com. QuestCDN.com can be contacted at 952-233-1632 or
info@questCDN.com for additional information and assistance on this bidding
process and further fee explanation(s).
Bids will be opened in accordance with the section herein titled Bid Opening
Procedure for Covid-19 Protective Measures.
The proposal forms to be completed for the bid package include:
The Proposal (Sec. 1-02.6), the Subcontractor Disclosure (Sec. 1-02.6), the Bid
Security (surety bond), Certification of Compliance with Wage Payment Statues,
he Non-Collusion Declaration (WSDOT Form No. 272-036I), Prevailing Wage
Rate Reference, Disadvantaged Business Enterprise Utilization Certification
(DOT Form No. 272-056), Disadvantaged Business Enterprise [DBE] Written
Confirmation Document (DOT Form No. 422-031), and Acknowledgement of any
Addenda (Sec. 1-02.6). All blank spaces for bid prices shall be completed either
in ink or be type written and shall contain the appropriate amounts in figures
(Sec. 1-02.6). A scanned copy of these completed proposal forms shall be
uploaded to QuestCDN as part of the Bid.
Within 48 hours of the bid being due, an original copy of the Bid Security (surety
bond) shall be mailed in a sealed envelope to the office of the City Clerk, City
IB 3 of 5
Hall 1st Floor, 525 North 3rd Avenue, Pasco, Washington, 99301, addressed to
the Mayor and City Council. The sealed envelope shall clearly indicate the
company name, and project (i.e. CITY OF PASCO – SIGNAGE AND STRIPING
AT ROAD 68/BURDEN BLVD, PROJECT 20008 for which they are intended.
Bid Security shall be in the form of a certified check, cashier’s check, bid bond, or
money order made payable to the ‘City of Pasco’ in the amount of equal to at
least five percent (5%) of the total amount of the bid. Security deposited by an
unsuccessful bidder will be returned as soon as practicable after the bid opening.
Failure to submit a scanned copy of the proposal forms via QuestCDN, and mail
the original copy of the Bid Security (surety bond) shall be cause for rejection of
the bid.
Any bid may be withdrawn prior to the scheduled time for the opening of bids or
authorized postponement thereof (Sec. 1-02.10). Any bid received after the time
and date specified shall not be considered (Sec. 1-02.9). No bidder may
withdraw a bid within sixty (60) days after the actual date of the opening thereof
(Sec. 1-03.2).
Bids will be accepted from Contractors who are eligible to perform services as
governed by PMC 14.15 and who obtained original bid documents from either
QuestCDN.com
Please see [Appendix A] for QuestCDN On-Line Bidding User Guide. This guide
details how a bidder can submit their numbers and forms within properly via
QuestCDN VirtuBid™.
SCHEDULE OF EVENTS
Once the lowest responsible bidder has been determined and the City Council
has authorized award of the Contract, the City will mail or otherwise transmit to
the Contractor the necessary Contract Documents for execution. The Contractor
will have a maximum of ten (10) calendar days from the date of award in which to
complete and return the Contract Documents along with the Performance Bond
and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have
been returned, a Pre-Construction Conference will be held and the Notice to
Proceed will be issued (Sec. 1-08.4).
AWARD OF CONTRACT
The award of the contract is contingent upon approval by the Pasco City Council.
It is the intent of the City to award a contract to the lowest responsible bidder
provided the bid has been submitted in accordance with the requirements of the
bidding documents and does not exceed the funds available.
The City reserves the right to (Sec 1-03.1):
IB 4 of 5
• Waive any informality in bids received when such waiver is in the best
interest of the City.
• Accept Alternates in any order or combination, unless otherwise
specifically provided in the bidding documents, and to determine the low
bidder on the basis of the sum of the Base Bid and the Alternates
accepted.
• Reject any and all bids.
• Republish the invitation for bids.
DISADVANTAGED BUSINESS ENTERPRISE CONDITION OF AWARD
PARTICIPATION
The project is partially financed by federal Highway Safety Improvement Program
(HSIP). In accordance with federal requirements, the Condition of Award DBE
goal established for this Project is zero percent (0%). Refer to Special Provisions
for additional information.
BID OPENING PROCEDURE FOR COVID-19 PROTECTIVE MEASURES
Whereas, in accordance with Resolution No. 3950, on March 23, 2020, City Hall
and other certain City of Pasco public facilities are temporarily closed. These
orders will remain in effect for the duration of Proclamation No. 20-25, requiring
the aforementioned temporary closure ordered by the Office of the Governor, as
amended, unless extended or terminated by separate written order.
Now therefore, the Bid Opening for this project will adhere to certain limitations
and provisions in accordance with the closure of Pasco City Hall. As a safety
precaution during the temporary closure, Bidders will not be granted access into
City Hall to attend the Bid Opening.
However, the Bid Opening will remain open to the public, and has been modified
to take place at 2:00 PM - 3:00 PM on November 10, 2020 via public webinar.
All remote attendees will be given an opportunity to ask questions towards the
end of the webinar session.
To participate in the public Bid Opening, please join the public webinar
meeting from your computer, tablet or smartphone using the information
below:
Bid Opening: Signage & Striping at Road 68/Burden Blvd
Tuesday, November 10th, 2020 – 2:00 PM - 3:00 PM (PDT)
Please join my meeting from your computer, tablet or smartphone.
https://global.gotomeeting.com/join/637283389
IB 5 of 5
You can also dial in using your phone.
United States: +1 (571) 317-3122
Access Code: 637-283-389
One-touch: tel: +15713173122,,637283389#
New to GoToMeeting? Get the app now and be ready when your first
meeting starts: https://global.gotomeeting.com/install/637283389
BID SCHEDULES
The proposal contains one (1) bid schedule. The determination of the low bid is
based on the sum total of schedule A.
Proposal
Bid Proposal .............................................................................................................................................. P-1 Bid Bond ................................................................................................................................................. BB-1 Contractor Certification Wage Law Compliance – Responsibility Criteria ........................................ 272-009 Non-Collusion Declaration & Debarment Affidavit .......................................................................... 272-036I Local Agency Proposal – Signature Page......................................................................................... 272-036K Certification for Federal-Aid Contracts ........................................................................................... 272-040A
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the safety and efficiency for the Road 68 interchange and nearby local network through the addition of signage and revisions to channelization
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BB-1
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
_________________________________________________ as Principal, and ________________
___________________________________ as Surety, are hereby held and firmly bound unto the
City of Pasco as OWNER in the penal sum of ________________ ______________ for
the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves,
successors and assigns.
Signed, this day of , 2020.
The conditions of the above obligation is such that whereas the Principal has submitted to the
City of Pasco a certain BID, attached hereto and hereby made a part hereof to enter into a
contract in writing, for the
______________________________________________________________________________
______________________________________________________________________________
______________________________________________________________________________
NOW THEREFORE,
(a) If said BID shall be rejected, or
(b) If said BID shall be accepted and the principal shall execute and deliver a
contract in the Form of Contract attached hereto (properly completed in
accordance with said BID) and shall furnish a BOND for his faithful performance
of said contract, and for the payment of all persons performing work or
furnishing materials in connections therewith, and shall in all other respects
perform the agreement created by the acceptance of said BID.
Then, this obligation shall be void, otherwise the same shall remain in force and effect; it being
expressly understood and agreed that the liability of the Surety for any and all claims hereunder
shall, in no event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety
and its BOND shall be in no way impaired or affected by any extensions of the time within which
the OWNER may accept such BID; and said Surety does hereby waive notice of any such
extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals,
and such of them as are corporations have caused their corporate seals to be hereto affixed and
these presents to be signed by their proper officers, the day and year first set forth above.
Principal Surety
By:
IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's
most current list (Circular 570 as amended) and be authorized to transact business in the State
of Washington.
..... :,: Washington State ~/I Department of Transportation
Contractor Certification
Wage Law Compliance -Responsibility Criteria
Washington State Public Works Contracts
FAILURE TO RETURN THIS CERTIFICATION AS PART OF THE BID PROPOSAL PACKAGE WILL
MAKE THIS BID NONRESPONSIVE AND INELIGIBLE FOR AWARD
I hereby certify, under penalty of perjury under the laws of the State of Washington , on behalf of the firm
identified below that, to the best of my knowledge and belief, this firm has NOT been determined by a final
and binding citation and notice of assessment issued by the Washington State Department of Labor and
Industries or through a civil judgment entered by a court of limited or general jurisdiction to have willfully
violated, as defined in RCW 49.48.082, any provision of RCW chapters 49.46, 49.48, or 49.52 within three
(3) years prior to the date of the Call for Bids.
Bidder Name: _________________________ _
Name of Contractor/Bidder -Print full legal entity name of firm
By: _____________ _
Signature of authorized person
Title: _____________ _
Title of person signing certificate
Date: _____________ _
Form 272-009
08/2017
Print Name of person making certifications for firm
Place: _____________ _
Print city and state where signed
SR
Failure to return this Declaration as part of the bid proposal package
will make the bid nonresponsive and ineligible for award.
NON-COLLUSION DECLARATION
I, by signing the proposal, hereby declare, under penalty of
perjury under the laws of the United States that the following
statements are true and correct:
1. That the undersigned person(s), firm, association or corporation has
(have) not, either directly or indirectly, entered into any agreement,
participated in any collusion, or otherwise taken any action in restraint of
free competitive bidding in connection with the project for which this
proposal is submitted.
2. That by signing the signature page of this proposal, I am
deemed to have signed and to have agreed to the provisions
of this declaration.
NOTICE TO ALL BIDDERS
To report rigging activities call :
1-800-424-9071
The U.S. Department of Transportation (USDOT) operates the above toll-free
"hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone
with knowledge of possible bid rigging, bidder collusion, or other fraudulent
activities should use the "hotline" to report such activities.
The "hotline" is part of USDOT's continuing effort to identify and investigate
highway construction contract fraud and abuse and is operated under the
direction of the USDOT Inspector General. All information will be treated
confidentially and caller anonymity will be respected.
DOT Form 272-0361 EF
07/2011
SR
Local Agency Proposal -
Signature Page
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.
A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate
estimate of quantities at the above prices and in the form as indicated below is attached hereto:
Cash • In the Amount of
Cashier's Check • Dollars
Certified Check • ($ ) Payable to the State Treasurer
Proposal Bond • In the Amount of 5% of the Bid
Receipt is hereby acknowledged of addendum(s) No.(s) __________ & ____ _
Firm Name
Address
State of Washington Contractor's License No.
Feder a I ID No.
Note:
Signature of Authorized Official(s)
--------------------
(1) This proposal form is not transferable and any alteration of the firm's name entered hereon
without prior permission from the _ will be cause for considering the
proposal irregular and subsequent rejection of the bid.
(2) Please refer to section 1-02.6 of the standard specifications, re: "Preparation of Proposal," or
"Article 4" of the Instruction to Bidders for building construction jobs.
DOT Form 272-036K EF
07/2011
SR
Local Agency Certification for Federal-Aid Contracts
The prospective participant certifies by signing and submitting
this bid or proposal, to the best of his or her knowledge and
belief, that:
(1) No Federal appropriated funds have been paid or will be paid, by or on
behalf of the undersigned, to any person for influencing or attempting to
influence an officer or employee of any Federal agency, a Member of Congress,
an officer or employee of Congress, or an employee of a Member of Congress
in connection with the awarding of any Federal contract, the making of any
Federal grant, the making of any Federal loan, the entering into of any
cooperative agreement, and the extension, continuation, renewal, amendment,
or modification of any Federal contract, grant, loan or cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be
paid to any person for influencing or attempting to influence an officer or
employee of any Federal agency, a Member of Congress, an officer or
employee of Congress, or an employee of a Member of Congress in connection
with this Federal contract, grant, loan, or cooperative agreement, the
undersigned shall complete and submit Standard Form-LLL, "Disclosure Form
to Report Lobbying," in accordance with its instructions.
This certification is material representation of the fact upon which reliance was
placed when this transaction was made or entered into. Submission of this
certification is a prereguisite for making or entering into this transaction imposed
by Section 1352, Title 31, U.S. Code. Any person who fails to file the required
certification shall be subject to a civil penalty of not less than $10,000 and not
more than $100,000 for each failure.
The prospective participant also agrees by submitting his or her bid or proposal
that he or she shall reguire that the language of this certification be included in
all lower tier subcontracts, which exceed $100,000 and that all such
subrecipients shall certify and disclose accordingly.
DOT Form 272-040A EF
07/2011
Contract Regulations
Contract ................................................................................................................................................. CO-1 Performance Bond .................................................................................................................................. PB-1 Payment Bond ...................................................................................................................................... PAB -1
CO-1
CONTRACT
SIGNAGE & STRIPING AT ROAD 68/BURDEN BLVD
Project No. 20008 FEDERAL AID NO. STPUL-3515(010)
STATE OF WASHINGTON ) ) ss COUNTY OF FRANKLIN )
This agreement and contract made and entered into in triplicate this ________ day of
_________________, 2020, by and between the City of Pasco, a municipal corporation,
hereinafter called the City and
hereinafter called the Contractor.
WITNESSETH:
That whereas, the City has caused to be prepared certain plans and specifications for
improvements in and for the City of Pasco and the Contractor did on the ______ day of
_______________, 2020 file with the Office of the City Clerk of the City of Pasco, Washington, a
Proposal to furnish all equipment, labor, materials and appurtenances and to pay for the same,
and agreed to accept for and in full consideration of the sums fully stated and set forth in said
Proposal as full compensation for the completed work.
WHEREAS, the said plans, specifications and proposal fully and accurately described the terms
and conditions upon which the contractor proposes to furnish said equipment, labor, tools,
materials and appurtenances and perform work, together with the manner and time of
furnishing the same.
It is therefore agreed, first that a copy of said specifications, plans and proposal, filed as
aforesaid on the _____ day of ____________________, 2020 be attached hereto and the same
are hereby made the items and conditions of this agreement by and between the City and
Contractor in all matters and things therein set forth and described; and further that the City
and the Contractor accept and agree to the terms and conditions of said plans, specifications
and proposal as filed as completely as if said terms and conditions and plans are herein set out
in full.
In witness whereof the parties hereto have caused this agreement to be executed the day and
year herein above written this day of , 2020.
CITY OF PASCO
BY:
Dave Zabell, City Manager Contractor Signature
ATTEST:
Debra C. Barham, City Clerk By: Printed Name
Approved as to form:
City Attorney
PB-1
PERFORMANCE BOND
BOND TO THE CITY OF PASCO
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned,
as principal, and a corporation
organized and existing under the laws of the State of Washington, 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 Pasco in the penal sum of for the payment of
which sum on demand we bind ourselves and our successors, heirs, administrators or personal
representatives as the case may be.
This obligation is entered into a pursuance of the statutes of the State of Washington, and
ordinances of the City of Pasco.
Dated at , Washington, this day of , 2020.
Nevertheless, the conditions of the above obligation are such that:
WHEREAS, pursuant to action taken by the City Council of the City on ______________, 2020,
the Mayor and City Clerk of the City of Pasco have let or are about to let to the said
___________________________, the above bounden principal, a certain contract, the same
contract being numbered 20008 and providing for SIGNAGE & STRIPING AT ROAD
68/BURDEN BLVD (which contract is referred to herein and is made a part hereof as though
attached hereto.)
WHEREAS, the said principal has accepted, or is about to accept the said contract, and
undertake to perform the work wherein provided for in the manner and within the time set
forth.
NOW, THEREFORE, if the said ________________________________ shall faithfully perform all
of the provisions of said contract in the manner and within the time therein set forth, or within
such extensions of the time as may be granted under the contract, and shall pay all laborers,
mechanics, subcontractors, and material men, and all persons who shall supply said principal or
subcontractors with provisions and supplies for the carrying on of said work, and shall
indemnify and hold said City of Pasco harmless from any loss or damage occasioned to any
person or property by reason of any carelessness or negligence on the part of said principal, or
any subcontractor in the performance of said work, and shall indemnify and hold the City of
Pasco harmless from any damage or expense by reason or failure of performance as specified in
said contract or from defects appearing or developing in the material or workmanship provided
or performed under said contract after its acceptance thereof by the City of Pasco, then and in
that event this obligations shall be void; but otherwise it shall be and remain in full force and
effect.
Approved as to Form:
Surety Contractor
PAB-1
PAYMENT BOND
TO THE CITY OF PASCO
Bond No. _________
The City of Pasco, Washington, City has awarded to (Principal), a
contract for the construction of the project designated as SIGNAGE & STRIPING AT ROAD
68/BURDEN BLVD, Contract No. 20008, in Pasco, Washington (Contract), and said Principal is
required under the terms of that Contract to furnish a payment bond in accord with Title 39.08
Revised Code of Washington (RCW).
The principal, and (Surety), a corporation organized under
the laws of the State of and licensed to do business in the State
of Washington as surety and named in the current list of “Surety Companies Acceptable in
Federal Bonds” as published in the Federal Register by the Audit Staff Bureau of Accounts, U.S.
Treasury Dept., are jointly and severally held and firmly bound to the City, in the sum of
US Dollars, ($ ) Total Contract Amount,
subject to the provisions herein.
This statutory payment bond shall become null and void, if and when the Principal, its heirs,
executors, administrators, successors, or assigns shall pay all persons in accordance with RCW
Titles 39.08, and 39.12 including all workers, laborers, mechanics, subcontractors, and material
suppliers for the carrying on of such work, and all taxes incurred on said Contract under Title 50
and 51 RCW an all taxes imposed on the Principal under Title 82 RCW; and if such payment
obligations have not been fulfilled, this bond shall remain in full force and effect.
The Surety for value received agrees that no change, extension of time, alteration or addition to
the terms of the Contract, the specifications accompanying the Contract, or to the work to be
performed under the Contract shall in any way affect its obligation on this bond, except as
provided herein, and waives notice of any change, extension of time, alteration or addition to the
terms of the Contract or the work performed. The Surety agrees that modifications and changes
to the terms and conditions of the Contract that increase the total amount to be paid the Principal
shall automatically increase the obligation of the Surety on this bond and notice to Surety is not
required for such increased obligation.
This bond may be executed in two (2) original counterparts, and shall be signed by the parties’
duly authorized officers. This bond will only be accepted if it is accompanied by a fully executed
and original power of attorney for the officer executing on behalf of the surety.
PRINCIPAL SURETY
Principal Signature Date Surety Signature Date
Printed Name Printed Name
Title Title
Name, address, and telephone of local office/agent of Surety Company is:
Approved as to form:
___
Signature Title Date
Special Provisions
City of Pasco Special Provisions .............................................................................................................. SP-2
SP 2 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
CITY OF PASCO 1
Signage & Striping at Road 68/Burden Boulevard 2
Project #20008 / Federal Aid #STPUL-3515(010) 3
4
INTRODUCTION TO THE SPECIAL PROVISIONS 5
6
(August 14, 2013 APWA GSP) 7
8
The work on this project shall be accomplished in accordance with the Standard Specifications 9
for Road, Bridge and Municipal Construction, 2020 edition, as issued by the Washington State 10
Department of Transportation (WSDOT) and the American Public Works Association (APWA), 11
Washington State Chapter (hereafter “Standard Specifications”). The Standard Specifications, 12
as modified or supplemented by the Amendments to the Standard Specifications and these 13
Special Provisions, all of which are made a part of the Contract Documents, shall govern all of 14
the Work. 15
16
These Special Provisions are made up of both General Special Provisions (GSPs) from various 17
sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each 18
Provision either supplements, modifies, or replaces the comparable Standard Specification, or is 19
a new Provision. The deletion, amendment, alteration, or addition to any subsection or portion 20
of the Standard Specifications is meant to pertain only to that particular portion of the section, 21
and in no way should it be interpreted that the balance of the section does not apply. 22
23
The project-specific Special Provisions are not labeled as such. The GSPs are labeled under 24
the headers of each GSP, with the effective date of the GSP and its source. For example: 25
26
(March 8, 2013 APWA GSP) 27
(April 1, 2013 WSDOT GSP) 28
(May 1, 2013 COP GSP) 29
30
Also incorporated into the Contract Documents by reference are: 31
Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted 32
edition, with Washington State modifications, if any 33
Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current 34
edition 35
City of Pasco Standard Plans and Materials list 36
City of Pasco amendment to the standard Specification 37
38
Contractor shall obtain copies of these publications, at Contractor’s own expense. 39
40
DESCRIPTION OF WORK 41
42
This project involves the modification and addition of signage and striping on Burden Boulevard 43
and Road 68 to provide for more effective traffic flow and lane selection for vehicle traffic 44
accessing Interstate 182. This project will provide a new mast arm pole to mount overhead 45
signage above Burden Boulevard. 46
47
1.01 DEFINITIONS AND TERMS 48
SP 3 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
1-01.3 Definitions 49
(January 4, 2016 APWA GSP) 50
51
Delete the heading Completion Dates and the three paragraphs that follow it, and replace them 52
with the following: 53
54
Dates 55
Bid Opening Date 56
The date on which the Contracting Agency publicly opens and reads the Bids. 57
Award Date 58
The date of the formal decision of the Contracting Agency to accept the lowest 59
responsible and responsive Bidder for the Work. 60
Contract Execution Date 61
The date the Contracting Agency officially binds the Agency to the Contract. 62
Notice to Proceed Date 63
The date stated in the Notice to Proceed on which the Contract time begins. 64
Substantial Completion Date 65
The day the Engineer determines the Contracting Agency has full and unrestricted use 66
and benefit of the facilities, both from the operational and safety standpoint, any 67
remaining traffic disruptions will be rare and brief, and only minor incidental work, 68
replacement of temporary substitute facilities, plant establishment periods, or correction 69
or repair remains for the Physical Completion of the total Contract. 70
Physical Completion Date 71
The day all of the Work is physically completed on the project. All documentation 72
required by the Contract and required by law does not necessarily need to be furnished 73
by the Contractor by this date. 74
Completion Date 75
The day all the Work specified in the Contract is completed and all the obligations of the 76
Contractor under the contract are fulfilled by the Contractor. All documentation required 77
by the Contract and required by law must be furnished by the Contractor before 78
establishment of this date. 79
Final Acceptance Date 80
The date on which the Contracting Agency accepts the Work as complete. 81
82
Supplement this Section with the following: 83
84
All references in the Standard Specifications, Amendments, or WSDOT General Special 85
Provisions, to the terms “Department of Transportation”, “Washington State Transportation 86
Commission”, “Commission”, “Secretary of Transportation”, “Secretary”, “Headquarters”, and 87
“State Treasurer” shall be revised to read “Contracting Agency”. 88
89
All references to the terms “State” or “state” shall be revised to read “Contracting Agency” 90
unless the reference is to an administrative agency of the State of Washington, a State 91
statute or regulation, or the context reasonably indicates otherwise. 92
93
All references to “State Materials Laboratory” shall be revised to read, “Contracting Agency 94
designated location”. 95
SP 4 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
96
All references to “final contract voucher certification” shall be interpreted to mean the 97
Contracting Agency form(s) by which final payment is authorized, and final completion and 98
acceptance granted. 99
100
Additive 101
A supplemental unit of work or group of bid items, identified separately in the Bid Proposal, 102
which may, at the discretion of the Contracting Agency, be awarded in addition to the base 103
bid. 104
105
Alternate 106
One of two or more units of work or groups of bid items, identified separately in the Bid 107
Proposal, from which the Contracting Agency may make a choice between different 108
methods or material of construction for performing the same work. 109
110
Business Day 111
A business day is any day from Monday through Friday except holidays as listed in Section 112
1-08.5. 113
114
Contract Bond 115
The definition in the Standard Specifications for “Contract Bond” applies to whatever bond 116
form(s) are required by the Contract Documents, which may be a combination of a Payment 117
Bond and a Performance Bond. 118
119
Contract Documents 120
See definition for “Contract”. 121
122
Contract Time 123
The period of time established by the terms and conditions of the Contract within which the 124
Work must be physically completed. 125
126
Notice of Award 127
The written notice from the Contracting Agency to the successful Bidder signifying the 128
Contracting Agency’s acceptance of the Bid Proposal. 129
130
Notice to Proceed 131
The written notice from the Contracting Agency or Engineer to the Contractor authorizing 132
and directing the Contractor to proceed with the Work and establishing the date on which 133
the Contract time begins. 134
135
Traffic 136
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and 137
equestrian traffic. 138
139
1-02 BID PROCEDURES AND CONDITIONS 140
141
SP 5 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
1-02.1 Prequalification of Bidders 142
143
Delete this section and replace it with the following: 144
145
1-02.1 Qualifications of Bidder 146
(January 24, 2011 APWA GSP) 147
148
Before award of a public works contract, a bidder must meet at least the minimum qualifications 149
of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a 150
public works project. 151
152
1-02.2 Plans and Specifications 153
(June 27, 2011 APWA GSP) 154
155
Delete this section and replace it with the following: 156
157
Information as to where Bid Documents can be obtained or reviewed can be found in the 158
Call for Bids (Advertisement for Bids) for the work. 159
160
After award of the contract, plans and specifications will be issued to the Contractor at no 161
cost as detailed below: 162
163
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")
0 Furnished only upon
request.
164
Additional plans and Contract Provisions may be obtained by the Contractor from the source 165
stated in the Call for Bids, at the Contractor’s own expense. 166
167
1-02.4(1) General 168
(August 15, 2016 APWA GSP Option B) 169
170
The first sentence of the last paragraph is revised to read: 171
172
Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, 173
shall request the explanation or interpretation in writing by close of business three (3) 174
business days preceding the bid opening to allow a written reply to reach all prospective 175
Bidders before the submission of their Bids. 176
177
SP 6 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
1-02.4(2) Subsurface Information 178
(March 8, 2013 APWA GSP) 179
The second sentence in the first paragraph is revised to read: 180
181
The Summary of Geotechnical Conditions and the boring logs, if and when included as an 182
appendix to the Special Provisions, shall be considered as part of the Contract. 183
184
1-02.6 Preparation of Proposal 185
(July 11, 2018 APWA GSP) 186
187
Supplement the second paragraph with the following: 188
4. If a minimum bid amount has been established for any item, the unit or lump sum price 189
must equal or exceed the minimum amount stated. 190
5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed 191
by the signer of the bid. 192
(August 2, 2004 WSDOT GSP) 193
The fifth and sixth paragraphs of Section 1-02.6 are deleted. 194
195
(July 11, 2018 APWA GSP) 196
Delete the last two paragraphs, and replace them with the following: 197
198
If no Subcontractor is listed, the Bidder acknowledges that it does not intend to use any 199
Subcontractor to perform those items of work. 200
201
The Bidder shall submit with their Bid a completed Contractor Certification Wage Law 202
Compliance form, provided by the Contracting Agency. Failure to return this certification as 203
part of the Bid Proposal package will make this Bid Nonresponsive and ineligible for Award. 204
A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms. 205
206
The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. 207
208
A bid by a corporation shall be executed in the corporate name, by the president or a vice 209
president (or other corporate officer accompanied by evidence of authority to sign). 210
211
A bid by a partnership shall be executed in the partnership name, and signed by a partner. A 212
copy of the partnership agreement shall be submitted with the Bid Form if any UDBE 213
requirements are to be satisfied through such an agreement. 214
215
A bid by a joint venture shall be executed in the joint venture name and signed by a member 216
of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid 217
Form if any UDBE requirements are to be satisfied through such an agreement. 218
219
220
SP 7 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
1-02.7 Bid Deposit 221
(March 8, 2013 APWA GSP) 222
223
Supplement this section with the following: 224
225
Bid bonds shall contain the following: 226
1. Contracting Agency-assigned number for the project; 227
2. Name of the project; 228
3. The Contracting Agency named as obligee; 229
4. The amount of the bid bond stated either as a dollar figure or as a percentage, which 230
represents five percent of the maximum bid amount that could be awarded; 231
5. Signature of the bidder’s officer empowered to sign official statements. The signature of 232
the person authorized to submit the bid should agree with the signature on the bond, and 233
the title of the person must accompany the said signature; 234
6. The signature of the surety’s officer empowered to sign the bond and the power of 235
attorney. 236
237
If so stated in the Contract Provisions, bidder must use the bond form included in the Contract 238
Provisions. 239
240
If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 241
242
1-02.9 Delivery of Proposal 243
(October 1, 2020 APWA GSP Option C) 244
245
Delete this section and replace it with the following: 246
247
Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project 248
Number as stated in the Call for Bids clearly marked on the outside of the envelope, or as 249
otherwise required in the Bid Documents, to ensure proper handling and delivery. 250
251
To be considered responsive on a FHWA-funded project, the Bidder may be required to 252
submit the following items, as required by Section 1-02.6: 253
254
DBE Written Confirmation Document from each DBE firm listed on the Bidder’s 255
completed DBE Utilization Certification (WSDOT 272-056); 256
Good Faith Effort (GFE) Documentation 257
DBE Bid Item Breakdown (WSDOT 272-054) 258
DBE Trucking Credit Form (WSDOT 272-058) 259
260
These documents, if applicable, shall be received either with the Bid Proposal or as a 261
Supplement to the Bid. The documents shall be received no later than 48 hours (not 262
including Saturdays, Sundays and Holidays) after the time for delivery of the Bid Proposal. 263
264
If submitted after the Bid Proposal is due, the document(s) shall be submitted as follows: 265
266
1. By facsimile to the following FAX number: 509-543-5728, or 267
SP 8 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
2. By e-mail to the following e-mail address: Engineering@pasco.wa.gov 268
269
All other information required to be submitted with the Bid Proposal must be submitted with 270
the Bid Proposal itself, at the time stated in the Call for Bids. 271
272
Proposals that are received as required will be publicly opened and read as specified in 273
Section 1-02.12. The Contracting Agency will not open or consider any Bid Proposal that is 274
received after the time specified in the Call for Bids for receipt of Bid Proposals, or received 275
in a location other than that specified in the Call for Bids. The Contracting Agency will not 276
open or consider any “Supplemental Information” (DBE confirmations or GFE 277
documentation) that is received after the time specified above, or received in a location 278
other than that specified above. 279
280
If an emergency or unanticipated event interrupts normal work processes of the Contracting 281
Agency so that Proposals cannot be received at the office designated for receipt of bids as 282
specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to 283
be extended to the same time of day specified in the solicitation on the first work day on 284
which the normal work processes of the Contracting Agency resume. 285
286
1-02.10 Withdrawing, Revising, or Supplementing Proposal 287
(July 23, 2015 APWA GSP) 288
289
Delete this section, and replace it with the following: 290
291
After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, 292
or supplement it if: 293
294
1. The Bidder submits a written request signed by an authorized person and physically 295
delivers it to the place designated for receipt of Bid Proposals, and 296
2. The Contracting Agency receives the request before the time set for receipt of Bid 297
Proposals, and 298
3. The revised or supplemented Bid Proposal (if any) is received by the Contracting 299
Agency before the time set for receipt of Bid Proposals. 300
301
If the Bidder wishes to withdraw, revise, or supplement its Bid Proposal, the bidder may do 302
so until the time set for receipt of Bid Proposals. The Bidder must submit the revised or 303
supplemented package in its entirety. If the Bidder does not submit a revised or 304
supplemented package, then its bid shall be considered withdrawn. 305
306
Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded 307
by the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to 308
withdraw, revise, or supplement a Bid Proposal are not acceptable. 309
310
1-02.13 Irregular Proposals 311
(October 1, 2020 APWA GSP) 312
313
Delete this section and replace it with the following: 314
315
1. A Proposal will be considered irregular and will be rejected if: 316
SP 9 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
a. The Bidder is not prequalified when so required; 317
b. The authorized Proposal form furnished by the Contracting Agency is not used or 318
is altered; 319
c. The completed Proposal form contains any unauthorized additions, deletions, 320
alternate Bids, or conditions; 321
d. The Bidder adds provisions reserving the right to reject or accept the award, or 322
enter into the Contract; 323
e. A price per unit cannot be determined from the Bid Proposal; 324
f. The Proposal form is not properly executed; 325
g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, 326
as required in Section 1-02.6; 327
h. The Bidder fails to submit or properly complete a Disadvantaged Business 328
Enterprise Certification, if applicable, as required in Section 1-02.6; 329
i. The Bidder fails to submit written confirmation from each DBE firm listed on the 330
Bidder’s completed DBE Utilization Certification that they are in agreement with 331
the bidder’s DBE participation commitment, if applicable, as required in Section 332
1-02.6, or if the written confirmation that is submitted fails to meet the 333
requirements of the Special Provisions; 334
j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as 335
required in Section 1-02.6, or if the documentation that is submitted fails to 336
demonstrate that a Good Faith Effort to meet the Condition of Award was made; 337
k. The Bidder fails to submit a DBE Bid Item Breakdown form, if applicable, as 338
required in Section 1-02.6, or if the documentation that is submitted fails to meet 339
the requirements of the Special Provisions; 340
l. The Bidder fails to submit DBE Trucking Credit Forms, if applicable, as required 341
in Section 1-02.6, or if the documentation that is submitted fails to meet the 342
requirements of the Special Provisions; 343
m. The Bid Proposal does not constitute a definite and unqualified offer to meet the 344
material terms of the Bid invitation; or 345
n. More than one Proposal is submitted for the same project from a Bidder under 346
the same or different names. 347
348
2. A Proposal may be considered irregular and may be rejected if: 349
a. The Proposal does not include a unit price for every Bid item; 350
b. Any of the unit prices are excessively unbalanced (either above or below the 351
amount of a reasonable Bid) to the potential detriment of the Contracting Agency; 352
c. Receipt of Addenda is not acknowledged; 353
d. A member of a joint venture or partnership and the joint venture or partnership 354
submit Proposals for the same project (in such an instance, both Bids may be 355
rejected); or 356
e. If Proposal form entries are not made in ink. 357
358
1-02.14 Disqualification of Bidders 359
(May 17, 2018 APWA GSP, Option B) 360
361
Delete this section and replace it with the following: 362
363
SP 10 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder 364
responsibility criteria in RCW 39.04.350(1), as amended; or does not meet Supplemental 365
Criteria 1-7 listed in this Section. 366
367
The Contracting Agency will verify that the Bidder meets the mandatory bidder 368
responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence that 369
the Bidder meets Supplemental Criteria 3-7 shall be provided by the Bidder as stated later 370
in this Section. 371
372
373
1. Delinquent State Taxes 374
375
A Criterion: The Bidder shall not owe delinquent taxes to the Washington State 376
Department of Revenue without a payment plan approved by the Department of 377
Revenue. 378
379
B. Documentation: The Bidder, if and when required as detailed below, shall sign a 380
statement (on a form to be provided by the Contracting Agency) that the Bidder 381
does not owe delinquent taxes to the Washington State Department of Revenue, 382
or if delinquent taxes are owed to the Washington State Department of Revenue, 383
the Bidder must submit a written payment plan approved by the Department of 384
Revenue, to the Contracting Agency by the deadline listed below. 385
386
2. Federal Debarment 387
388
A Criterion: The Bidder shall not currently be debarred or suspended by the 389
Federal government. 390
391
B. Documentation: The Bidder shall not be listed as having an “active exclusion” on 392
the U.S. government’s “System for Award Management” database 393
(www.sam.gov). 394
395
3. Subcontractor Responsibility 396
397
A Criterion: The Bidder’s standard subcontract form shall include the subcontractor 398
responsibility language required by RCW 39.06.020, and the Bidder shall have 399
an established procedure which it utilizes to validate the responsibility of each of 400
its subcontractors. The Bidder’s subcontract form shall also include a 401
requirement that each of its subcontractors shall have and document a similar 402
procedure to determine whether the sub-tier subcontractors with whom it 403
contracts are also “responsible” subcontractors as defined by RCW 39.06.020. 404
405
B. Documentation: The Bidder, if and when required as detailed below, shall submit 406
a copy of its standard subcontract form for review by the Contracting Agency, 407
and a written description of its procedure for validating the responsibility of 408
subcontractors with which it contracts. 409
410
4. Claims Against Retainage and Bonds 411
412
SP 11 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
A Criterion: The Bidder shall not have a record of excessive claims filed against the 413
retainage or payment bonds for public works projects in the three years prior to 414
the bid submittal date, that demonstrate a lack of effective management by the 415
Bidder of making timely and appropriate payments to its subcontractors, 416
suppliers, and workers, unless there are extenuating circumstances and such 417
circumstances are deemed acceptable to the Contracting Agency. 418
419
B. Documentation: The Bidder, if and when required as detailed below, shall submit 420
a list of the public works projects completed in the three years prior to the bid 421
submittal date that have had claims against retainage and bonds and include for 422
each project the following information: 423
424
• Name of project 425
• The owner and contact information for the owner; 426
• A list of claims filed against the retainage and/or payment bond for any of the 427
projects listed; 428
• A written explanation of the circumstances surrounding each claim and the 429
ultimate resolution of the claim. 430
431
5. Public Bidding Crime 432
433
A Criterion: The Bidder and/or its owners shall not have been convicted of a crime 434
involving bidding on a public works contract in the five years prior to the bid 435
submittal date. 436
437
B. Documentation: The Bidder, if and when required as detailed below, shall sign a 438
statement (on a form to be provided by the Contracting Agency) that the Bidder 439
and/or its owners have not been convicted of a crime involving bidding on a 440
public works contract. 441
442
6. Termination for Cause / Termination for Default 443
444
A Criterion: The Bidder shall not have had any public works contract terminated for 445
cause or terminated for default by a government agency in the five years prior to 446
the bid submittal date, unless there are extenuating circumstances and such 447
circumstances are deemed acceptable to the Contracting Agency. 448
449
B. Documentation: The Bidder, if and when required as detailed below, shall sign a 450
statement (on a form to be provided by the Contracting Agency) that the Bidder 451
has not had any public works contract terminated for cause or terminated for 452
default by a government agency in the five years prior to the bid submittal date; 453
or if Bidder was terminated, describe the circumstances. . 454
455
7. Lawsuits 456
457
A Criterion: The Bidder shall not have lawsuits with judgments entered against the 458
Bidder in the five years prior to the bid submittal date that demonstrate a pattern 459
of failing to meet the terms of contracts, unless there are extenuating 460
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circumstances and such circumstances are deemed acceptable to the 461
Contracting Agency 462
463
B. Documentation: The Bidder, if and when required as detailed below, shall sign a 464
statement (on a form to be provided by the Contracting Agency) that the Bidder 465
has not had any lawsuits with judgments entered against the Bidder in the five 466
years prior to the bid submittal date that demonstrate a pattern of failing to meet 467
the terms of contracts, or shall submit a list of all lawsuits with judgments entered 468
against the Bidder in the five years prior to the bid submittal date, along with a 469
written explanation of the circumstances surrounding each such lawsuit. The 470
Contracting Agency shall evaluate these explanations to determine whether the 471
lawsuits demonstrate a pattern of failing to meet of terms of construction related 472
contracts 473
474
As evidence that the Bidder meets the Supplemental Criteria stated above, the apparent 475
low Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the second 476
business day following the bid submittal deadline, a written statement verifying that the 477
Bidder meets the supplemental criteria together with supporting documentation (sufficient 478
in the sole judgment of the Contracting Agency) demonstrating compliance with the 479
Supplemental Criteria. The Contracting Agency reserves the right to request further 480
documentation as needed from the low Bidder and documentation from other Bidders as 481
well to assess Bidder responsibility and compliance with all bidder responsibility criteria. 482
The Contracting Agency also reserves the right to obtain information from third-parties and 483
independent sources of information concerning a Bidder’s compliance with the mandatory 484
and supplemental criteria, and to use that information in their evaluation. The Contracting 485
Agency may consider mitigating factors in determining whether the Bidder complies with 486
the requirements of the supplemental criteria. 487
488
The basis for evaluation of Bidder compliance with these mandatory and supplemental 489
criteria shall include any documents or facts obtained by Contracting Agency (whether 490
from the Bidder or third parties) including but not limited to: (i) financial, historical, or 491
operational data from the Bidder; (ii) information obtained directly by the Contracting 492
Agency from others for whom the Bidder has worked, or other public agencies or private 493
enterprises; and (iii) any additional information obtained by the Contracting Agency which 494
is believed to be relevant to the matter. 495
496
If the Contracting Agency determines the Bidder does not meet the bidder responsibility 497
criteria above and is therefore not a responsible Bidder, the Contracting Agency shall 498
notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees 499
with this determination, it may appeal the determination within two (2) business days of the 500
Contracting Agency’s determination by presenting its appeal and any additional 501
information to the Contracting Agency. The Contracting Agency will consider the appeal 502
and any additional information before issuing its final determination. If the final 503
determination affirms that the Bidder is not responsible, the Contracting Agency will not 504
execute a contract with any other Bidder until at least two business days after the Bidder 505
determined to be not responsible has received the Contracting Agency’s final 506
determination. 507
508
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Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with 509
concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility 510
Criteria may make or submit requests to the Contracting Agency to modify the criteria. 511
Such requests shall be in writing, describe the nature of the concerns, and propose 512
specific modifications to the criteria. Bidders shall submit such requests to the Contracting 513
Agency no later than five (5) business days prior to the bid submittal deadline and address 514
the request to the Project Engineer or such other person designated by the Contracting 515
Agency in the Bid Documents. 516
517
1-02.15 Pre Award Information 518
(August 14, 2013 APWA GSP) 519
520
Revise this section to read: 521
522
Before awarding any contract, the Contracting Agency may require one or more of these 523
items or actions of the apparent lowest responsible bidder: 524
1. A complete statement of the origin, composition, and manufacture of any or all materials 525
to be used, 526
2. Samples of these materials for quality and fitness tests, 527
3. A progress schedule (in a form the Contracting Agency requires) showing the order of 528
and time required for the various phases of the work, 529
4. A breakdown of costs assigned to any bid item, 530
5. Attendance at a conference with the Engineer or representatives of the Engineer, 531
6. Obtain, and furnish a copy of, a business license to do business in the city or county 532
where the work is located. 533
7. Any other information or action taken that is deemed necessary to ensure that the bidder 534
is the lowest responsible bidder. 535
536
1-03 AWARD AND EXECUTION OF CONTRACT 537
538
1-03.1 Consideration of Bids 539
(January 23, 2006 APWA GSP) 540
541
Revise the first paragraph to read: 542
543
After digitally opening and reading proposals, the Contracting Agency will check them for 544
correctness of extensions of the prices per unit and the total price. If a discrepancy exists 545
between the price per unit and the extended amount of any bid item, the price per unit will 546
control. If a minimum bid amount has been established for any item and the bidder’s unit or 547
lump sum price is less than the minimum specified amount, the Contracting Agency will 548
unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate 549
the extension. The total of extensions, corrected where necessary, including sales taxes where 550
applicable and such additives and/or alternates as selected by the Contracting Agency, will be 551
used by the Contracting Agency for award purposes and to fix the Awarded Contract Price 552
amount and the amount of the contract bond 553
554
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(FINAL)
1-03.3 Execution of Contract 555
(October 1, 2005 APWA GSP) 556
557
Revise this section to read: 558
559
Copies of the Contract Provisions, including the unsigned Form of Contract, will be available 560
for signature by the successful bidder on the first business day following award. The number 561
of copies to be executed by the Contractor will be determined by the Contracting Agency. 562
563
Within 10 calendar days after the award date, the successful bidder shall return the signed 564
Contracting Agency-prepared contract, an insurance certification as required by Section 1-565
07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of 566
the contract by the Contracting Agency, the successful bidder shall provide any pre-award 567
information the Contracting Agency may require under Section 1-02.15. 568
569
Until the Contracting Agency executes a contract, no proposal shall bind the Contracting 570
Agency nor shall any work begin within the project limits or within Contracting Agency-571
furnished sites. The Contractor shall bear all risks for any work begun outside such areas 572
and for any materials ordered before the contract is executed by the Contracting Agency. 573
574
If the bidder experiences circumstances beyond their control that prevents return of the 575
contract documents within the calendar days after the award date stated above, the 576
Contracting Agency may grant up to a maximum of 5 additional calendar days for return of 577
the documents, provided the Contracting Agency deem the circumstances warrant it. 578
579
1-03.4 Contract Bond 580
(July 23, 2015 APWA GSP) 581
582
Delete the first paragraph and replace it with the following: 583
584
The successful bidder shall provide executed payment and performance bond(s) for the full 585
contract amount. The bond may be a combined payment and performance bond; or be 586
separate payment and performance bonds. In the case of separate payment and 587
performance bonds, each shall be for the full contract amount. The bond(s) shall: 588
1. Be on Contracting Agency-furnished form(s); 589
2. Be signed by an approved surety (or sureties) that: 590
a. Is registered with the Washington State Insurance Commissioner, and 591
b. Appears on the current Authorized Insurance List in the State of Washington 592
published by the Office of the Insurance Commissioner, 593
3. Guarantee that the Contractor will perform and comply with all obligations, duties, and 594
conditions under the Contract, including but not limited to the duty and obligation to 595
indemnify, defend, and protect the Contracting Agency against all losses and claims 596
related directly or indirectly from any failure: 597
a. Of the Contractor (or any of the employees, subcontractors, or lower tier 598
subcontractors of the Contractor) to faithfully perform and comply with all contract 599
obligations, conditions, and duties, or 600
b. Of the Contractor (or the subcontractors or lower tier subcontractors of the 601
Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, 602
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material person, or any other person who provides supplies or provisions for carrying 603
out the work; 604
4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 605
project under titles 50, 51, and 82 RCW; and 606
5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the 607
bond; and 608
6. Be signed by an officer of the Contractor empowered to sign official statements (sole 609
proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by 610
the president or vice president, unless accompanied by written proof of the authority of 611
the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, 612
power of attorney, or a letter to such effect signed by the president or vice president). 613
614
1-03.7 Judicial Review 615
(November 30, 2018 APWA GSP) 616
617
Revise this section to read: 618
619
Any decision made by the Contracting Agency regarding the Award and execution of the 620
Contract or Bid rejection shall be conclusive subject to the scope of judicial review permitted 621
under Washington Law. Such review, if any, shall be timely filed in the Superior Court of the 622
county where the Contracting Agency headquarters is located, provided that where an 623
action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 624
625
1-04 SCOPE OF THE WORK 626
627
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, 628
and Addenda 629
(March 13, 2012 APWA GSP) 630
631
Revise the second paragraph to read: 632
633
Any inconsistency in the parts of the contract shall be resolved by following this order of 634
precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 635
1. Addenda, 636
2. Proposal Form, 637
3. Special Provisions, 638
4. Contract Plans, 639
5. Amendments to the Standard Specifications, 640
6. Standard Specifications, 641
7. Contracting Agency’s Standard Plans or Details (if any), and 642
8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 643
644
1-05 CONTROL OF WORK 645
646
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CITY OF PASCO PROJECT #20008
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(FINAL)
1-05.7 Removal of Defective and Unauthorized Work 647
(October 1, 2005 APWA GSP) 648
649
Supplement this section with the following: 650
651
If the Contractor fails to remedy defective or unauthorized work within the time specified in a 652
written notice from the Engineer, or fails to perform any part of the work required by the 653
Contract Documents, the Engineer may correct and remedy such work as may be identified 654
in the written notice, with Contracting Agency forces or by such other means as the 655
Contracting Agency may deem necessary. 656
657
If the Contractor fails to comply with a written order to remedy what the Engineer determines 658
to be an emergency situation, the Engineer may have the defective and unauthorized work 659
corrected immediately, have the rejected work removed and replaced, or have work the 660
Contractor refuses to perform completed by using Contracting Agency or other forces. An 661
emergency situation is any situation when, in the opinion of the Engineer, a delay in its 662
remedy could be potentially unsafe, or might cause serious risk of loss or damage to the 663
public. 664
665
Direct or indirect costs incurred by the Contracting Agency attributable to correcting and 666
remedying defective or unauthorized work, or work the Contractor failed or refused to 667
perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from 668
monies due, or to become due, the Contractor. Such direct and indirect costs shall include in 669
particular, but without limitation, compensation for additional professional services required, 670
and costs for repair and replacement of work of others destroyed or damaged by correction, 671
removal, or replacement of the Contractor’s unauthorized work. 672
673
No adjustment in contract time or compensation will be allowed because of the delay in the 674
performance of the work attributable to the exercise of the Contracting Agency’s rights 675
provided by this Section. 676
677
The rights exercised under the provisions of this section shall not diminish the Contracting 678
Agency’s right to pursue any other avenue for additional remedy or damages with respect to 679
the Contractor’s failure to perform the work as required. 680
681
1-05.11 Final Inspection 682
683
Delete this section and replace it with the following: 684
685
1-05.11 Final Inspections and Operational Testing 686
(October 1, 2005 APWA GSP) 687
688
1-05.11(1) Substantial Completion Date 689
690
When the Contractor considers the work to be substantially complete, the Contractor shall 691
so notify the Engineer and request the Engineer establish the Substantial Completion Date. 692
The Contractor’s request shall list the specific items of work that remain to be completed in 693
order to reach physical completion. The Engineer will schedule an inspection of the work 694
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(FINAL)
with the Contractor to determine the status of completion. The Engineer may also establish 695
the Substantial Completion Date unilaterally. 696
697
If, after this inspection, the Engineer concurs with the Contractor that the work is 698
substantially complete and ready for its intended use, the Engineer, by written notice to the 699
Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer 700
does not consider the work substantially complete and ready for its intended use, the 701
Engineer will, by written notice, so notify the Contractor giving the reasons therefor. 702
703
Upon receipt of written notice concurring in or denying substantial completion, whichever is 704
applicable, the Contractor shall pursue vigorously, diligently and without unauthorized 705
interruption, the work necessary to reach Substantial and Physical Completion. The 706
Contractor shall provide the Engineer with a revised schedule indicating when the 707
Contractor expects to reach substantial and physical completion of the work. 708
709
The above process shall be repeated until the Engineer establishes the Substantial 710
Completion Date and the Contractor considers the work physically complete and ready for 711
final inspection. 712
713
1-05.11(2) Final Inspection and Physical Completion Date 714
715
When the Contractor considers the work physically complete and ready for final inspection, 716
the Contractor by written notice shall request the Engineer to schedule a final inspection. 717
The Engineer will set a date for final inspection. The Engineer and the Contractor will then 718
make a final inspection and the Engineer will notify the Contractor in writing of all particulars 719
in which the final inspection reveals the work incomplete or unacceptable. The Contractor 720
shall immediately take such corrective measures as are necessary to remedy the listed 721
deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption 722
until physical completion of the listed deficiencies. This process will continue until the 723
Engineer is satisfied the listed deficiencies have been corrected. 724
725
If action to correct the listed deficiencies is not initiated within 7 days after receipt of the 726
written notice listing the deficiencies, the Engineer may, upon written notice to the 727
Contractor, take whatever steps are necessary to correct those deficiencies pursuant to 728
Section 1-05.7. 729
The Contractor will not be allowed an extension of contract time because of a delay in the 730
performance of the work attributable to the exercise of the Engineer’s right hereunder. 731
732
Upon correction of all deficiencies, the Engineer will notify the Contractor and the 733
Contracting Agency, in writing, of the date upon which the work was considered physically 734
complete. That date shall constitute the Physical Completion Date of the contract, but shall 735
not imply acceptance of the work or that all the obligations of the Contractor under the 736
contract have been fulfilled. 737
738
1-05.11(3) Operational Testing 739
740
It is the intent of the Contracting Agency to have at the Physical Completion Date a 741
complete and operable system. Therefore, when the work involves the installation of 742
machinery or other mechanical equipment; street lighting, electrical distribution or signal 743
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(FINAL)
systems; irrigation systems; buildings; or other similar work it may be desirable for the 744
Engineer to have the Contractor operate and test the work for a period of time after final 745
inspection but prior to the physical completion date. Whenever items of work are listed in the 746
Contract Provisions for operational testing they shall be fully tested under operating 747
conditions for the time period specified to ensure their acceptability prior to the Physical 748
Completion Date. During and following the test period, the Contractor shall correct any items 749
of workmanship, materials, or equipment which prove faulty, or that are not in first class 750
operating condition. Equipment, electrical controls, meters, or other devices and equipment 751
to be tested during this period shall be tested under the observation of the Engineer, so that 752
the Engineer may determine their suitability for the purpose for which they were installed. 753
The Physical Completion Date cannot be established until testing and corrections have been 754
completed to the satisfaction of the Engineer. 755
756
The costs for power, gas, labor, material, supplies, and everything else needed to 757
successfully complete operational testing, shall be included in the unit contract prices 758
related to the system being tested, unless specifically set forth otherwise in the proposal. 759
760
Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s 761
guaranties or warranties furnished under the terms of the contract. 762
763
1-05.13 Superintendents, Labor and Equipment of Contractor 764
(August 14, 2013 APWA GSP) 765
766
Delete the sixth and seventh paragraphs of this section. 767
768
1-05.15 Method of Serving Notices 769
(March 25, 2009 APWA GSP) 770
Revise the second paragraph to read: 771
772
All correspondence from the Contractor shall be directed to the Project Engineer. All 773
correspondence from the Contractor constituting any notification, notice of protest, notice of 774
dispute, or other correspondence constituting notification required to be furnished under the 775
Contract, must be in paper format, hand delivered or sent via mail delivery service to the 776
Project Engineer's office. Electronic copies such as e-mails or electronically delivered copies 777
of correspondence will not constitute such notice and will not comply with the requirements of 778
the Contract. 779
780
Add the following new section: 781
782
1-05.18 Record Drawings 783
(March 8, 2013 APWA GSP) 784
785
The Contractor shall maintain one set of full size plans for Record Drawings, updated with 786
clear and accurate red-lined field revisions on a daily basis, and within 2 business days after 787
receipt of information that a change in Work has occurred. The Contractor shall not conceal 788
any work until the required information is recorded. 789
790
SP 19 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
This Record Drawing set shall be used for this purpose alone, shall be kept separate from 791
other Plan sheets, and shall be clearly marked as Record Drawings. These Record 792
Drawings shall be kept on site at the Contractor’s field office, and shall be available for 793
review by the Contracting Agency at all times. The Contractor shall bring the Record 794
Drawings to each progress meeting for review. 795
796
The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a 797
single, experienced, and qualified individual. The quality of the Record Drawings, in terms 798
of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to 799
modify the computer-aided drafting (CAD) Contract Drawings to produce a complete set of 800
Record Drawings for the Contracting Agency without further investigative effort by the 801
Contracting Agency. 802
803
The Record Drawing markups shall document all changes in the Work, both concealed and 804
visible. Items that must be shown on the markups include but are not limited to: 805
806
Actual dimensions, arrangement, and materials used when different than shown in the 807
Plans. 808
Changes made by Change Order or Field Order. 809
Changes made by the Contractor. 810
Accurate locations of storm sewer, sanitary sewer, water mains and other water 811
appurtenances, structures, conduits, light standards, vaults, width of roadways, 812
sidewalks, landscaping areas, building footprints, channelization and pavement 813
markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.). 814
815
If the Contract calls for the Contracting Agency to do all surveying and staking, the 816
Contracting Agency will provide the elevations at the tolerances the Contracting Agency 817
requires for the Record Drawings. 818
819
When the Contract calls for the Contractor to do the surveying/staking, the applicable 820
tolerance limits include, but are not limited to the following: 821
Vertical Horizontal
As-built sanitary & storm invert and
grate elevations
± 0.01 foot ± 0.01 foot
As-built monumentation ± 0.001 foot ± 0.001 foot
As-built waterlines, inverts, valves,
hydrants
± 0.10 foot ± 0.10 foot
As-built ponds/swales/water features ± 0.10 foot ± 0.10 foot
As-built buildings (fin. Floor elev.) ± 0.01 foot ± 0.10 foot
As-built gas lines, power, TV, Tel, Com ± 0.10 foot ± 0.10 foot
As-built signs, signals, etc. N/A ± 0.10 foot
822
Making Entries on the Record Drawings: 823
824
Use erasable colored pencil (not ink) for all markings on the Record Drawings, 825
conforming to the following color code: 826
Additions - Red 827
SP 20 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
Deletions - Green 828
Comments - Blue 829
Dimensions - Graphite 830
Provide the applicable reference for all entries, such as the change order number, the 831
request for information (RFI) number, or the approved shop drawing number. 832
Date all entries. 833
Clearly identify all items in the entry with notes similar to those in the Contract 834
Drawings (such as pipe symbols, centerline elevations, materials, pipe joint 835
abbreviations, etc.). 836
837
The Contractor shall certify on the Record Drawings that said drawings are an accurate 838
depiction of built conditions, and in conformance with the requirements detailed above. The 839
Contractor shall submit final Record Drawings to the Contracting Agency. Contracting 840
Agency acceptance of the Record Drawings is one of the requirements for achieving 841
Physical Completion. 842
843
Payment will be made for the following bid item: 844
845
Record Drawings
(Minimum Bid $4,000)
Lump Sum
846
Payment for this item will be made on a prorated monthly basis for work completed in 847
accordance with this section up to 75% of the lump sum bid. The final 25% of the lump sum 848
item will be paid upon submittal and approval of the completed Record Drawings set 849
prepared in conformance with these Special Provisions. 850
851
A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor 852
must bid at least that amount. 853
854
855
Add the following new section: 856
857
1-06 CONTROL OF MATERIAL 858
(August 6, 2012, WSDOT GSP, OPTION 1(A)) 859
Section 1-06 is supplemented with the following: 860
861
Buy America 862
In accordance with Buy America requirements contained in 23 CFR 635.410, the major 863
quantities of steel and iron construction material that is permanently incorporated into 864
the project shall consist of American-made materials only. Buy America does not apply 865
to temporary steel items, e.g., temporary sheet piling, temporary bridges, steel 866
scaffolding and falsework. 867
868
Minor amounts of foreign steel and iron may be utilized in this project provided the cost 869
of the foreign material used does not exceed one-tenth of one percent of the total 870
contract cost or $2,500.00, whichever is greater. 871
872
SP 21 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
American-made material is defined as material having all manufacturing processes 873
occurring domestically. To further define the coverage, a domestic product is a 874
manufactured steel material that was produced in one of the 50 States, the District of 875
Columbia, Puerto Rico, or in the territories and possessions of the United States. 876
877
If domestically produced steel billets or iron ingots are exported outside of the area of 878
coverage, as defined above, for any manufacturing process then the resulting product 879
does not conform to the Buy America requirements. Additionally, products manufactured 880
domestically from foreign source steel billets or iron ingots do not conform to the Buy 881
America requirements because the initial melting and mixing of alloys to create the 882
material occurred in a foreign country. 883
884
Manufacturing begins with the initial melting and mixing, and continues through the 885
coating stage. Any process which modifies the chemical content, the physical size or 886
shape, or the final finish is considered a manufacturing process. The processes include 887
rolling, extruding, machining, bending, grinding, drilling, welding, and coating. The action 888
of applying a coating to steel or iron is deemed a manufacturing process. Coating 889
includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that 890
protects or enhances the value of steel or iron. Any process from the original reduction 891
from ore to the finished product constitutes a manufacturing process for iron. 892
893
Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and 894
alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced 895
iron ore. 896
897
The following are considered to be steel manufacturing processes: 898
1. Production of steel by any of the following processes: 899
a. Open hearth furnace. 900
b. Basic oxygen 901
c. Electric furnace. 902
d. Direct reduction. 903
2. Rolling, heat treating, and any other similar processing. 904
3. Fabrication of the products. 905
a. Spinning wire into cable or strand. 906
b. Corrugating and rolling into culverts. 907
c. Shop fabrication. 908
909
A certification of materials origin will be required for any items comprised of, or 910
containing, steel or iron construction materials prior to such items being incorporated into 911
the permanent work. The certification shall be on DOT Form 350-109EF provided by the 912
Engineer, or such other form the Contractor chooses, provided it contains the same 913
information as DOT Form 350-109EF. 914
915
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(FINAL)
1-06.6 Recycled Materials 916
(January 4, 2016 APWA GSP) 917
918
Delete this section, including its subsections, and replace it with the following: 919
920
The Contractor shall make their best effort to utilize recycled materials in the construction of 921
the project. Approval of such material use shall be as detailed elsewhere in the Standard 922
Specifications. 923
924
Prior to Physical Completion, the Contractor shall report the quantity of recycled materials 925
that were utilized in the construction of the project for each of the items listed in Section 9-926
03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled 927
glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and 928
aggregates from concrete returned to the supplier). The Contractor’s report shall be 929
provided on DOT form 350-075 Recycled Materials Reporting. 930
931
932
1-07 LEGAL RELATION AND RESPONSIBILITIES TO THE PUBLIC 933
934
1-07.1 Laws to be Observed 935
(October 1, 2005 APWA GSP) 936
937
Supplement this section with the following: 938
939
In cases of conflict between different safety regulations, the more stringent regulation shall 940
apply. 941
942
The Washington State Department of Labor and Industries shall be the sole and paramount 943
administrative agency responsible for the administration of the provisions of the Washington 944
Industrial Safety and Health Act of 1973 (WISHA). 945
946
The Contractor shall maintain at the project site office, or other well-known place at the 947
project site, all articles necessary for providing first aid to the injured. The Contractor shall 948
establish, publish, and make known to all employees, procedures for ensuring immediate 949
removal to a hospital, or doctor’s care, persons, including employees, who may have been 950
injured on the project site. Employees should not be permitted to work on the project site 951
before the Contractor has established and made known procedures for removal of injured 952
persons to a hospital or a doctor’s care. 953
954
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the 955
Contractor’s plant, appliances, and methods, and for any damage or injury resulting from 956
their failure, or improper maintenance, use, or operation. The Contractor shall be solely and 957
completely responsible for the conditions of the project site, including safety for all persons 958
and property in the performance of the work. This requirement shall apply continuously, and 959
not be limited to normal working hours. The required or implied duty of the Engineer to 960
conduct construction review of the Contractor’s performance does not, and shall not, be 961
intended to include review and adequacy of the Contractor’s safety measures in, on, or near 962
the project site. 963
964
SP 23 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
(May 13, 2020) 965
966
Supplement this section with the following: 967
968
In response to COVID-19, the Contractor shall prepare a project specific COVID-19 health 969
and safety plan (CHSP) in conformance with Section 1-07.4(2) as supplemented in these 970
specifications, COVID-19 Health and Safety Plan (CHSP). 971
972
1-07.2 State Taxes 973
974
Delete this section, including its sub-sections, in its entirety and replace it with the following: 975
976
1-07.2 State Sales Tax 977
(June 27, 2011 APWA GSP) 978
979
The Washington State Department of Revenue has issued special rules on the State sales 980
tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor 981
should contact the Washington State Department of Revenue for answers to questions in 982
this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid 983
on a misunderstood tax liability. 984
985
The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract 986
amounts. In some cases, however, state retail sales tax will not be included. Section 1-987
07.2(2) describes this exception. 988
The Contracting Agency will pay the retained percentage (or release the Contract Bond if a 989
FHWA-funded Project) only if the Contractor has obtained from the Washington State 990
Department of Revenue a certificate showing that all contract-related taxes have been paid 991
(RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor 992
any amount the Contractor may owe the Washington State Department of Revenue, 993
whether the amount owed relates to this contract or not. Any amount so deducted will be 994
paid into the proper State fund. 995
996
1-07.2(1) State Sales Tax — Rule 171 997
998
WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, 999
roads, etc., which are owned by a municipal corporation, or political subdivision of the state, 1000
or by the United States, and which are used primarily for foot or vehicular traffic. This 1001
includes storm or combined sewer systems within and included as a part of the street or 1002
road drainage system and power lines when such are part of the roadway lighting system. 1003
For work performed in such cases, the Contractor shall include Washington State Retail 1004
Sales Taxes in the various unit bid item prices, or other contract amounts, including those 1005
that the Contractor pays on the purchase of the materials, equipment, or supplies used or 1006
consumed in doing the work. 1007
1008
1-07.2(2) State Sales Tax — Rule 170 1009
1010
WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or 1011
existing buildings, or other structures, upon real property. This includes, but is not limited to, 1012
the construction of streets, roads, highways, etc., owned by the state of Washington; water 1013
SP 24 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
mains and their appurtenances; sanitary sewers and sewage disposal systems unless such 1014
sewers and disposal systems are within, and a part of, a street or road drainage system; 1015
telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above 1016
streets or roads, unless such power lines become a part of a street or road lighting system; 1017
and installing or attaching of any article of tangible personal property in or to real property, 1018
whether or not such personal property becomes a part of the realty by virtue of installation. 1019
1020
For work performed in such cases, the Contractor shall collect from the Contracting Agency, 1021
retail sales tax on the full contract price. The Contracting Agency will automatically add this 1022
sales tax to each payment to the Contractor. For this reason, the Contractor shall not 1023
include the retail sales tax in the unit bid item prices, or in any other contract amount subject 1024
to Rule 170, with the following exception. 1025
1026
Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or 1027
a subcontractor makes on the purchase or rental of tools, machinery, equipment, or 1028
consumable supplies not integrated into the project. Such sales taxes shall be included in 1029
the unit bid item prices or in any other contract amount. 1030
1031
1-07.2(3) Services 1032
1033
The Contractor shall not collect retail sales tax from the Contracting Agency on any contract 1034
wholly for professional or other services (as defined in Washington State Department of 1035
Revenue Rules 138 and 244). 1036
1037
1-07.4 Sanitation 1038
1039
1-07.4(2) Health Hazards 1040
(May 13, 2020 WSDOT GSP) 1041
1042
Section 1-07.4(2) is revised to read: 1043
1044
COVID-19 Health and Safety Plan (CHSP) 1045
The Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP). The 1046
CHSP shall be prepared and submitted as a Type 2 Working Drawing prior to beginning 1047
physical Work. The CHSP shall be based on the most current State and Federal requirements. 1048
If the State or Federal requirements are revised, the CHSP shall be updated as necessary to 1049
conform to the current requirements. 1050
1051
The Contractor shall update and resubmit the CHSP as the work progresses and new activities 1052
appear on the look ahead schedule required under Section 1-08.3(2)D. If the conditions change 1053
on the project, or a particular activity, the Contractor shall update and resubmit the CHSP. 1054
Work on any activity shall cease if conditions prevent full compliance with the CHSP. 1055
1056
The CHSP shall address the health and safety of all people associated with the project including 1057
State workers in the field, Contractor personnel, consultants, project staff, subcontractors, 1058
suppliers and anyone on the project site, staging areas, or yards. 1059
1060
COVID-19 Health and Safety Plan (CHSP) Inspection 1061
SP 25 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
The Contractor shall grant full and unrestricted access to the Engineer for CHSP Inspections. 1062
The Engineer (or designee) will conduct periodic compliance inspections on the project site, 1063
staging areas, or yards to verify that any ongoing work activity is following the CHSP plan. If the 1064
Engineer becomes aware of a noncompliance incident either through a site inspection or other 1065
means, the Contractor will be notified immediately (within 1 hour). The Contractor shall 1066
immediately remedy the noncompliance incident or suspend all or part of the associated work 1067
activity. The Contractor shall satisfy the Engineer that the noncompliance incident has been 1068
corrected before the suspension will end. 1069
1070
1-07.5(2) State Department of Fish and Wildlife 1071
1072
Add the following paragraph to Section 1-07.5(2), after the first paragraph: 1073
1074
Dumping of material removed from catch basins and other storm drain structures into the 1075
right of way, sanitary sewer or storm drain system is prohibited. Contractors caught 1076
disposing of materials in this manner will be assessed damages and fines. 1077
1078
1-07.9.WAGES 1079
1080
1-07.9(1) General 1081
1082
Section 1-07.9(1) is supplemented with the following: 1083
1084
(January 6, 2020 WSDOT GSP) 1085
The Federal wage rates incorporated in this contract have been established by the 1086
Secretary of Labor under United States Department of Labor General Decision No. 1087
WA20200001. 1088
1089
The State rates incorporated in this contract are applicable to all construction 1090
activities associated with this contract. 1091
1092
1-07.9(5) Required Documents 1093
(January 3, 2020 APWA GSP) 1094
1095
Delete this section and replace it with the following: 1096
1097
General 1098
All “Statements of Intent to Pay Prevailing Wages”, “Affidavits of Wages Paid” and Certified 1099
Payrolls, including a signed Statement of Compliance for Federal-aid projects, shall be 1100
submitted to the Engineer and the State L&I online Prevailing Wage Intent & Affidavit (PWIA) 1101
system. 1102
1103
Intents and Affidavits 1104
On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the 1105
Engineer the following for themselves and for each firm covered under RCW 39.12 that will or 1106
has provided Work and materials for the Contract: 1107
1108
1. The approved “Statement of Intent to Pay Prevailing Wages” State L&I’s form 1109
number F700-029-000. The Contracting Agency will make no payment under this 1110
SP 26 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
Contract until this statement has been approved by State L&I and reviewed by the 1111
Engineer. 1112
1113
2. The approved “Affidavit of Prevailing Wages Paid”, State L&I’s form number F700-1114
007-000. The Contracting Agency will not grant Completion until all approved 1115
Affidavit of Wages paid for the Contractor and all Subcontractors have been received 1116
by the Engineer. The Contracting Agency will not release to the Contractor any funds 1117
retained under RCW 60.28.011 until “Affidavit of Prevailing Wages Paid” forms have 1118
been approved by State L&I and all of the approved forms have been submitted to 1119
the Engineer for every firm that worked on the Contract. 1120
1121
The Contractor is responsible for requesting these forms from State L&I and for paying any 1122
fees required by State L&I. 1123
1124
Certified Payrolls 1125
Certified payrolls are required to be submitted by the Contractor for themselves, all 1126
Subcontractors and all lower tier subcontractors. The payrolls shall be submitted weekly on 1127
all Federal-aid projects and no less than monthly on State funded projects. 1128
1129
Penalties for Noncompliance 1130
The Contractor is advised, if these payrolls are not supplied within the prescribed deadlines, 1131
any or all payments may be withheld until compliance is achieved. In addition, failure to 1132
provide these payrolls may result in other sanctions as provided by State laws (RCW 1133
39.12.050) and/or Federal regulations (29 CFR 5.12). 1134
1135
1-07.11 Requirements for Nondiscrimination 1136
(October 1, 2020 APWA GSP, Option A) 1137
1138
Supplement this section with the following: 1139
1140
Disadvantaged Business Enterprise Participation 1141
The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and 1142
USDOT’s official interpretations (i.e., Questions & Answers) apply to this Contract. As such, 1143
the requirements of this Contract are to make affirmative efforts to solicit DBEs, provide 1144
information on who submitted a Bid or quote and to report DBE participation monthly as 1145
described elsewhere in these Contract Provisions. No preference will be included in the 1146
evaluation of Bids/Proposals, no minimum level of DBE participation shall be required as a 1147
Condition of Award and Bids/Proposals may not be rejected or considered non-responsive 1148
on that basis. 1149
1150
DBE Abbreviations and Definitions 1151
Broker – A business firm that provides a bona fide service, such as professional, 1152
technical, consultant or managerial services and assistance in the procurement of 1153
essential personnel, facilities, equipment, materials, or supplies required for the 1154
performance of the Contract, or, persons/companies who arrange or expedite 1155
transactions. 1156
1157
SP 27 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
Certified Business Description – Specific descriptions of work the DBE is 1158
certified to perform, as identified in the Certified Firm Directory, under the Vendor 1159
Information page. 1160
1161
Certified Firm Directory – A database of all Minority, Women, and 1162
Disadvantaged Business Enterprises. The on-line Directory is available to 1163
Contractors for their use in identifying and soliciting interest from DBE firms. The 1164
database is located under the Firm Certification section of the Diversity 1165
Management and Compliance System web page at: 1166
https://omwbe.diversitycompliance.com. 1167
1168
Commercially Useful Function (CUF) 1169
49 CFR 26.55(c)(1) defines commercially useful function as: “A DBE performs a 1170
commercially useful function when it is responsible for execution of the work of the 1171
contract and is carrying out its responsibilities by actually performing, managing, 1172
and supervising the work involved. To perform a commercially useful function, the 1173
DBE must also be responsible, with respect to materials and supplies used on the 1174
contract, for negotiating price, determining quality and quantity, ordering the 1175
material, and installing (where applicable) and paying for the material itself. To 1176
determine whether a DBE is performing a commercially useful function, you must 1177
evaluate the amount of work subcontracted, industry practices, whether the 1178
amount the firm is to be paid under the contract is commensurate with the work it 1179
is actually performing and the DBE credit claimed for its performance of the work, 1180
and other relevant factors.” 1181
1182
Contract – For this Special Provision only, this definition supplements Section 1-1183
01.3. 49 CFR 26.5 defines contract as: “… a legally binding relationship obligating 1184
a seller to furnish supplies or services (including, but not limited to, construction 1185
and professional services) and the buyer to pay for them. For purposes of this 1186
part, a lease is considered to be a contract.” 1187
1188
Disadvantaged Business Enterprise (DBE) – A business firm certified by the 1189
Washington State Office of Minority and Women’s Business Enterprises, as 1190
meeting the criteria outlined in 49 CFR 26 regarding DBE certification. 1191
1192
Force Account Work – Work measured and paid in accordance with Section 1-1193
09.6. 1194
1195
Manufacturer (DBE) – A DBE firm that operates or maintains a factory or 1196
establishment that produces on the premises the materials, supplies, articles, or 1197
equipment required under the Contract. A DBE Manufacturer shall produce 1198
finished goods or products from raw or unfinished material or purchase and 1199
substantially alters goods and materials to make them suitable for construction 1200
use before reselling them. 1201
1202
Regular Dealer (DBE) – A DBE firm that owns, operates, or maintains a store, 1203
warehouse, or other establishment in which the materials or supplies required for 1204
the performance of a Contract are bought, kept in stock, and regularly sold to the 1205
public in the usual course of business. To be a Regular Dealer, the DBE firm must 1206
SP 28 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
be an established regular business that engages in as its principal business and in 1207
its own name the purchase and sale of the products in question. A Regular Dealer 1208
in such items as steel, cement, gravel, stone, and petroleum products need not 1209
own, operate or maintain a place of business if it both owns and operates 1210
distribution equipment for the products. Any supplementing of regular dealers’ own 1211
distribution equipment shall be by long-term formal lease agreements and not on 1212
an ad-hoc basis. Brokers, packagers, manufacturers’ representatives, or other 1213
persons who arrange or expedite transactions shall not be regarded as Regular 1214
Dealers within the meaning of this definition. 1215
1216
DBE Goals 1217
No DBE goals have been assigned as part of this Contract. 1218
1219
Affirmative Efforts to Solicit DBE Participation 1220
The Contractor shall not discriminate on the grounds of race, color, sex, national origin, 1221
age, or disability in the selection and retention of subcontractors, including procurement 1222
of materials and leases of equipment. DBE firms shall have an equal opportunity to 1223
compete for subcontracts in which the Contractor enters into pursuant to this Contract. 1224
1225
Contractors are encouraged to: 1226
1227
1. Advertise opportunities for Subcontractors or suppliers in a timely and 1228
reasonably designed manner to provide notice of the opportunity to DBEs 1229
capable of performing the Work. All advertisements should include a Contract 1230
Provision encouraging participation by DBE firms. This may be accomplished 1231
through general advertisements (e.g. newspapers, journals, etc.) or by 1232
soliciting Bids/Proposals directly from DBEs. 1233
1234
2. Establish delivery schedules that encourage participation by DBEs and other 1235
small businesses. 1236
1237
3. Participate with a DBE as a joint venture. 1238
1239
DBE Eligibility/Selection of DBEs for Reporting Purposes Only 1240
Contractor may take credit for DBEs utilized on this Contract only if the firm is certified 1241
for the Work being performed, and the firm performs a commercially useful function 1242
(CUF). 1243
1244
Absent a mandatory goal, all DBE participation that is attained on this project will be 1245
considered as “race neutral” participation and shall be reported as such. 1246
1247
Crediting DBE Participation 1248
All DBE Subcontractors shall be certified before the subcontract on which they are 1249
participating is executed. 1250
1251
Be advised that although a firm is listed in the directory, there are cases where the listed 1252
firm is in a temporary suspension status. The Contractor shall review the OMWBE 1253
Suspended DBE Firms list. A DBE firm that is included on this list may not enter into 1254
new contracts that count towards participation. 1255
SP 29 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
1256
DBE participation is only credited upon payment to the DBE. 1257
1258
The following are some definitions of what may be counted as DBE participation. 1259
1260
DBE Prime Contractor 1261
Only take credit for that portion of the total dollar value of the Contract equal to the 1262
distinct, clearly defined portion of the Work that the DBE Prime Contractor 1263
performs with its own forces and is certified to perform. 1264
1265
DBE Subcontractor 1266
Only take credit for that portion of the total dollar value of the subcontract equal to 1267
the distinct, clearly defined portion of the Work that the DBE performs with its own 1268
forces. The value of work performed by the DBE includes the cost of supplies and 1269
materials purchased by the DBE and equipment leased by the DBE, for its work 1270
on the contract. Supplies, materials or equipment obtained by a DBE that are not 1271
utilized or incorporated in the contract work by the DBE will not be eligible for DBE 1272
credit. 1273
1274
The supplies, materials, and equipment purchased or leased from the Contractor 1275
or its affiliate, including any Contractor’s resources available to DBE 1276
subcontractors at no cost, shall not be credited. 1277
1278
DBE credit will not be given in instances where the equipment lease includes the 1279
operator. The DBE is expected to operate the equipment used in the performance 1280
of its work under the contract with its own forces. Situations where equipment is 1281
leased and used by the DBE, but payment is deducted from the Contractor’s 1282
payment to the DBE is not allowed. 1283
1284
If a DBE subcontracts a portion of the Work of its contract to another firm, the 1285
value of the subcontracted Work may be credited only if the DBE’s Lower-Tier 1286
Subcontractor is also a DBE. Work subcontracted to a non-DBE shall not be 1287
credited. 1288
1289
Count expenditures toward race/gender-neutral participation only if the DBE is 1290
performing a CUF on the contract. 1291
1292
DBE Subcontract and Lower Tier Subcontract Documents 1293
There must be a subcontract agreement that complies with 49 CFR Part 26 and 1294
fully describes the distinct elements of Work committed to be performed by the 1295
DBE. The subcontract agreement shall incorporate requirements of the primary 1296
Contract. Subcontract agreements of all tiers, including lease agreements shall be 1297
readily available at the project site for the Engineer review. 1298
1299
DBE Service Provider 1300
The value of fees or commissions charged by a DBE Broker, a DBE behaving in a 1301
manner of a Broker, or another service provider for providing a bona fide service, 1302
such as professional, technical, consultant, managerial services, or for providing 1303
bonds or insurance specifically required for the performance of the contract will 1304
SP 30 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
only be credited as DBE participation, if the fee/commission is determined by the 1305
Contracting Agency to be reasonable and the firm has performed a CUF. 1306
1307
Temporary Traffic Control 1308
If the DBE firm is being utilized in the capacity of only “Flagging”, the DBE firm 1309
must provide a Traffic Control Supervisor (TCS) and flagger, which are under the 1310
direct control of the DBE. The DBE firm shall also provide all flagging equipment 1311
(e.g. paddles, hard hats, and vests). 1312
1313
If the DBE firm is being utilized in the capacity of “Traffic Control Services”, the 1314
DBE firm must provide a TCS, flaggers, and traffic control items (e.g., cones, 1315
barrels, signs, etc.) and be in total control of all items in implementing the traffic 1316
control for the project. In addition, if the DBE firm utilizes the Contractor’s 1317
equipment, such as Transportable Attenuators and Portable Changeable 1318
Message Signs (PCMS) no DBE credit can be taken for supplying and operating 1319
the items. 1320
1321
Trucking 1322
DBE trucking firm participation may only be credited as DBE participation for the 1323
value of the hauling services, not for the materials being hauled unless the 1324
trucking firm is also certified as a supplier. In situations where the DBE’s work is 1325
priced per ton, the value of the hauling service must be calculated separately from 1326
the value of the materials in order to determine DBE credit for hauling. 1327
1328
The DBE trucking firm must own and operate at least one licensed, insured and 1329
operational truck on the contract. The truck must be of the type that is necessary 1330
to perform the hauling duties required under the contract. The DBE receives credit 1331
for the value of the transportation services it provides on the Contract using trucks 1332
it owns or leases, licenses, insures, and operates with drivers it employs. 1333
1334
The DBE may lease additional trucks from another DBE firm. The Work that a 1335
DBE trucking firm performs with trucks it leases from other certified DBE trucking 1336
firms qualify for 100% DBE credit 1337
1338
The trucking Work subcontracted to any non-DBE trucking firm will not receive 1339
credit for Work done on the project. The DBE may lease trucks from a non-DBE 1340
truck leasing company, but can only receive credit as DBE participation if the DBE 1341
uses its own employees as drivers. 1342
1343
DBE credit for a truck broker is limited to the fee/commission that the DBE 1344
receives for arranging transportation services. 1345
1346
Truck registration and lease agreements shall be readily available at the project 1347
site for the Engineer review. 1348
1349
DBE Manufacturer and DBE Regular Dealer 1350
One hundred percent (100%) of the cost of the manufactured product obtained 1351
from a DBE Manufacturer can count as DBE participation. 1352
1353
SP 31 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
Sixty percent (60%) of the cost of materials or supplies purchased from a DBE 1354
Regular Dealer may be credited as DBE participation. If the role of the DBE 1355
Regular Dealer is determined to be that of a pass-through, then no DBE credit will 1356
be given for its services. If the role of the DBE Regular Dealer is determined to be 1357
that of a Broker, then DBE credit shall be limited to the fee or commission it 1358
receives for its services. Regular Dealer status and the amount of credit is 1359
determined on a Contract-by-Contract basis. 1360
1361
Regular Dealer DBE firms must be approved before being used on a project. The 1362
WSDOT Approved Regular Dealer list published on WSDOT’s Office of Equal 1363
Opportunity (OEO) web site must include the specific project for which approval is 1364
being requested. The Regular Dealer must submit the Regular Dealer Status 1365
Request form a minimum of five days prior to being utilized on the specific project. 1366
1367
Purchase of materials or supplies from a DBE which is neither a manufacturer nor 1368
a regular dealer, (i.e. Broker) only the fees or commissions charged for assistance 1369
in the procurement of the materials and supplies, or fees or transportation charges 1370
for the delivery of materials or supplies required on a job site, can count as DBE 1371
participation provided the fees are not excessive as compared with fees 1372
customarily allowed for similar services. Documentation will be required to 1373
support the fee/commission charged by the DBE. The cost of the materials and 1374
supplies themselves cannot be counted toward as DBE participation. 1375
1376
Note: Requests to be listed as a Regular Dealer will only be processed if the 1377
requesting firm is a material supplier certified by the Office of Minority and 1378
Women’s Business Enterprises in a NAICS code that falls within the 1379
42XXXX NAICS Wholesale code section. 1380
1381
Procedures Between Award and Execution 1382
After Award and prior to Execution, the Contractor shall provide the additional 1383
information described below. Failure to comply shall result in the forfeiture of the Bidder’s 1384
Proposal bond or deposit. 1385
1386
1. A list of all firms who submitted a bid or quote in attempt to participate in this 1387
project whether they were successful or not. Include the business name and 1388
mailing address. 1389
1390
Note: The firms identified by the Contractor may be contacted by the 1391
Contracting Agency to solicit general information as follows: age of 1392
the firm and average of its gross annual receipts over the past 1393
three-years. 1394
1395
Procedures After Execution 1396
Commercially Useful Function (CUF) 1397
The Contractor may only take credit for the payments made for Work performed 1398
by a DBE that is determined to be performing a CUF. Payment must be 1399
commensurate with the work actually performed by the DBE. This applies to all 1400
DBEs performing Work on a project, whether or not the DBEs are COA, if the 1401
Contractor wants to receive credit for their participation. The Engineer will conduct 1402
SP 32 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
CUF reviews to ascertain whether DBEs are performing a CUF. A DBE performs a 1403
CUF when it is carrying out its responsibilities of its contract by actually 1404
performing, managing, and supervising the Work involved. The DBE must be 1405
responsible for negotiating price; determining quality and quantity; ordering the 1406
material, installing (where applicable); and paying for the material itself. If a DBE 1407
does not perform “all” of these functions on a furnish-and-install contract, it has 1408
not performed a CUF and the cost of materials cannot be counted toward DBE 1409
COA Goal. Leasing of equipment from a leasing company is allowed. However, 1410
leasing/purchasing equipment from the Contractor is not allowed. Lease 1411
agreements shall be readily available for review by the Engineer. 1412
1413
In order for a DBE traffic control company to be considered to be performing a 1414
CUF, the DBE must be in control of its work inclusive of supervision. The DBE 1415
shall employ a Traffic Control Supervisor who is directly involved in the 1416
management and supervision of the traffic control employees and services. 1417
1418
The DBE does not perform a CUF if its role is limited to that of an extra participant 1419
in a transaction, contract, or project through which the funds are passed in order 1420
to obtain the appearance of DBE participation. 1421
1422
The following are some of the factors that the Engineer will use in determining 1423
whether a DBE trucking company is performing a CUF: 1424
1425
• The DBE shall be responsible for the management and supervision of 1426
the entire trucking operation for which it is responsible on the Contract. 1427
The owner demonstrates business related knowledge, shows up on site 1428
and is determined to be actively running the business. 1429
1430
• The DBE shall with its own workforce, operate at least one fully licensed, 1431
insured, and operational truck used on the Contract. The drivers of the 1432
trucks owned and leased by the DBE must be exclusively employed by 1433
the DBE and reflected on the DBE’s payroll. 1434
1435
• Lease agreements for trucks shall indicate that the DBE has exclusive 1436
use of and control over the truck(s). This does not preclude the leased 1437
truck from working for others provided it is with the consent of the DBE 1438
and the lease provides the DBE absolute priority for use of the leased 1439
truck. 1440
1441
• Leased trucks shall display the name and identification number of the 1442
DBE. 1443
1444
Joint Checking 1445
A joint check is a check between a Subcontractor and the Contractor to the 1446
supplier of materials/supplies. The check is issued by the Contractor as payer to 1447
the Subcontractor and the material supplier jointly for items to be incorporated into 1448
the project. The DBE must release the check to the supplier, while the Contractor 1449
acts solely as the guarantor. 1450
1451
SP 33 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
A joint check agreement must be approved by the Engineer and requested by the 1452
DBE involved using the DBE Joint Check Request Form (form # 272-053) prior to 1453
its use. The form must accompany the DBE Joint Check Agreement between the 1454
parties involved, including the conditions of the arrangement and expected use of 1455
the joint checks. 1456
1457
The approval to use joint checks and the use will be closely monitored by the 1458
Engineer. To receive DBE credit for performing a CUF with respect to obtaining 1459
materials and supplies, a DBE must “be responsible for negotiating price, 1460
determining quality and quantity, ordering the material and installing and paying 1461
for the material itself.” The Contractor shall submit DBE Joint Check Request 1462
Form for the Engineer approval prior to using a joint check. 1463
1464
Material costs paid by the Contractor directly to the material supplier is not 1465
allowed. If proper procedures are not followed or the Engineer determines that 1466
the arrangement results in lack of independence for the DBE involved, no DBE 1467
credit will be given for the DBE’s participation as it relates to the material cost. 1468
1469
Prompt Payment 1470
Prompt payment to all subcontractors shall be in accordance with Section 1-08.1. 1471
Prompt Payment requirements apply to progress payments as well as return of 1472
retainage. 1473
1474
Reporting 1475
The Contractor and all subcontractors/suppliers/service providers that utilize 1476
DBEs to perform work on the project, shall maintain appropriate records that will 1477
enable the Engineer to verify DBE participation throughout the life of the project. 1478
1479
Refer to Section 1-08.1 for additional reporting requirements associated with this 1480
Contract. 1481
1482
Decertification 1483
When a DBE is “decertified” from the DBE program during the course of the 1484
Contract, the participation of that DBE shall continue to count as DBE participation 1485
as long as the subcontract with the DBE was executed prior to the decertification 1486
notice. The Contractor is obligated to substitute when a DBE does not have an 1487
executed subcontract agreement at the time of decertification. 1488
1489
Consequences of Non-Compliance 1490
Each contract with a Contractor (and each subcontract the Contractor signs with a 1491
Subcontractor) must include the following assurance clause: 1492
1493
The Contractor, subrecipient, or Subcontractor shall not discriminate on the basis 1494
of race, color, national origin, or sex in the performance of this contract. The 1495
Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award 1496
and administration of DOT-assisted contracts. Failure by the Contractor to carry 1497
out these requirements is a material breach of this contract, which may result in 1498
the termination of this contract or such other remedy as the recipient deems 1499
appropriate, which may include, but is not limited to: 1500
SP 34 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
1501
(1) Withholding monthly progress payments; 1502
1503
(2) Assessing sanctions; 1504
1505
(3) Liquidated damages; and/or 1506
1507
(4) Disqualifying the Contractor from future bidding as non-responsible. 1508
1509
Payment 1510
Compensation for all costs involved with complying with the conditions of this 1511
Specification and any other associated DBE requirements is included in payment 1512
for the associated Contract items of Work, except otherwise provided in the 1513
Specifications. 1514
1515
1516
1-07.12 Federal Agency Inspection 1517
1518
Supplement this section with the following: 1519
1520
Required Federal Aid Provisions 1521
(January 25, 2016 WSDOT GSP) 1522
1523
The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised May 1524
1, 2012 and the amendments thereto supersede any conflicting provisions of the Standard 1525
Specifications and are made a part of this Contract; provided, however, that if any of the provisions 1526
of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington 1527
State Law shall prevail. 1528
1529
The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor 1530
insert the FHWA 1273 and amendments in each Subcontract, together with the wage rates which 1531
are part of the FHWA 1273, as amended. Also, a clause shall be included in each Subcontract 1532
requiring the Subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier 1533
Subcontracts, together with the wage rates. The Contractor shall also ensure that this section, 1534
REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for Subcontractors 1535
and lower tier Subcontractors. For this purpose, upon request to the Project Engineer, the 1536
Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the 1537
applicable wage rates, and this Special Provision. 1538
1539
1-07.17 Utilities and Similar Facilities 1540
1541
Section 1-07.17 is supplemented with the following: 1542
Locations and dimensions shown in the Plans for existing facilities are in accordance with 1543
available information obtained without uncovering, measuring, or other verification. 1544
1545
The following addresses and telephone numbers of utility companies known or suspected of 1546
having facilities within the project limits are supplied for the Contractor's convenience: 1547
1548
SP 35 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
District: CHTWA06 1549
Company: Charter Communications 1550
Marking Concerns: (800)778-9140 1551
Customer Service: (855)248-7822 1552
Repair: (855)248-788 1553
1554
District: CNG18 1555
Company: Cascade Natural Gas-Kennewick 1556
Marking Concerns: (509)783-7361 1557
Customer Service: (888)522-1130 1558
Repair: (888)522-1130 1559
Address: 8113 W Grandridge Blvd, Kennewick, WA 99336 1560
1561
District: FRAPUD01 1562
Company: Franklin County Pud 1563
Marking Concerns: (509)546-5975 1564
Customer Service: (509)547-5591 1565
Repair: (509)547-5591 1566
Address: 1411 W Clark St, Pasco, WA 99301 1567
1568
District: PASCO01 1569
Company: City of Pasco 1570
Marking Concerns: (509)545-3463 1571
Customer Service: (509)545-3463 1572
Repair: (509)545-3463 1573
Address: 525 N 3rd Ave, Pasco, WA 99301 1574
1575
District: QLNWA16 1576
Company: Ctlql-Centurylink 1577
Marking Concerns: (800)778-9140 1578
Customer Service: (800)283-4237 1579
Repair: (800)573-1311 1580
1581
SP 36 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
1582
1-07.18 Public Liability and Property Damage Insurance 1583
1584
(January 5, 2004) 1585
Item number 1 in the first paragraph of Section 1-07.18 is deleted. 1586
1587
(January 3, 2011 WSDOT GSP) 1588
Item No. 2 of the first paragraph of Section 1-07.18 is revised to read: 1589
1590
2. Commercial General Liability (CGL) Insurance written under ISO Form CG0001 or its 1591
equivalent with minimum limits of $1,000,00 per occurrence and in the aggregate for 1592
each one year policy period. Products and completed operations coverage shall be 1593
provided for a period of three years following Substantial Completion of the work. 1594
1595
1-07.23 Public Convenience and Safety 1596
1597
1-07.23(1) Construction Under Traffic 1598
(May 2, 2017 APWA GSP) 1599
1600
Revise the third sentence of the second paragraph to read: 1601
1602
Accessibility to existing or temporary pedestrian push buttons shall not be impaired; if 1603
approved by the Contracting Agency activating pedestrian recall timing or other 1604
accommodation may be allowed during construction. 1605
1606
Section 1-07.23(1) is supplemented with the following: 1607
1608
(February 3, 2020 WSDOT GSP) 1609
Work Zone Clear Zone 1610
The Work Zone Clear Zone (WZCZ) applies during working and nonworking 1611
hours. The WZCZ applies only to temporary roadside objects introduced by the 1612
Contractor’s operations and does not apply to preexisting conditions or 1613
permanent Work. Those work operations that are actively in progress shall be in 1614
accordance with adopted and approved Traffic Control Plans, and other contract 1615
requirements. 1616
1617
During nonworking hours equipment or materials shall not be within the WZCZ 1618
unless they are protected by permanent guardrail or temporary concrete barrier. 1619
The use of temporary concrete barrier shall be permitted only if the Engineer 1620
approves the installation and location. 1621
1622
During actual hours of work, unless protected as described above, only 1623
materials absolutely necessary to construction shall be within the WZCZ and 1624
only construction vehicles absolutely necessary to construction shall be allowed 1625
within the WZCZ or allowed to stop or park on the shoulder of the roadway. 1626
1627
The Contractor's nonessential vehicles and employees private vehicles shall not 1628
SP 37 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
be permitted to park within the WZCZ at any time unless protected as described 1629
above. 1630
1631
Deviation from the above requirements shall not occur unless the Contractor 1632
has requested the deviation in writing and the Engineer has provided written 1633
approval. 1634
1635
Minimum WZCZ distances are measured from the edge of traveled way and will 1636
be determined as follows: 1637
1638
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
1639
Supplement section 1-07.23(1) with the following: 1640
1641
The intersection of Road 68 and Burden Boulevard and the intersection of Road 68 and 1642
Interstate 182 westbound ramps shall remain open to two-way traffic for the duration of 1643
the project. 1644
1645
(January 5, 2015 WSDOT GSP) 1646
Lane closures, traffic control devices, and detours are subject to the following 1647
restrictions: 1648
1649
They are not permitted between 7:00a.m. and 9:00a.m. and between 4:00p.m. and 1650
6:00p.m. 1651
1652
If the Engineer determines the permitted closure hours adversely affect traffic, the 1653
Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in 1654
writing of any change in the closure hours. 1655
1656
Lane closures are not allowed on any of the following: 1657
1. A holiday, 1658
2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or 1659
Monday are considered a holiday weekend. A holiday weekend includes 1660
Saturday, Sunday, and the holiday. 1661
1662
1-07.24 Rights of Way 1663
(July 23, 2015 APWA GSP) 1664
1665
Delete this section and replace it with the following: 1666
1667
SP 38 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
Street Right of Way lines, limits of easements, and limits of construction permits are 1668
indicated in the Plans. The Contractor’s construction activities shall be confined within these 1669
limits, unless arrangements for use of private property are made. 1670
Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way 1671
and easements, both permanent and temporary, necessary for carrying out the work. 1672
Exceptions to this are noted in the Bid Documents or will be brought to the Contractor’s 1673
attention by a duly issued Addendum. 1674
1675
Whenever any of the work is accomplished on or through property other than public Right of 1676
Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement 1677
agreement obtained by the Contracting Agency from the owner of the private property. 1678
Copies of the easement agreements may be included in the Contract Provisions or made 1679
available to the Contractor as soon as practical after they have been obtained by the 1680
Engineer. 1681
1682
Whenever easements or rights of entry have not been acquired prior to advertising, these 1683
areas are so noted in the Plans. The Contractor shall not proceed with any portion of the 1684
work in areas where right of way, easements or rights of entry have not been acquired until 1685
the Engineer certifies to the Contractor that the right of way or easement is available or that 1686
the right of entry has been received. If the Contractor is delayed due to acts of omission on 1687
the part of the Contracting Agency in obtaining easements, rights of entry or right of way, the 1688
Contractor will be entitled to an extension of time. The Contractor agrees that such delay 1689
shall not be a breach of contract. 1690
1691
Each property owner shall be given 48 hours’ notice prior to entry by the Contractor. This 1692
includes entry onto easements and private property where private improvements must be 1693
adjusted. 1694
1695
The Contractor shall be responsible for providing, without expense or liability to the 1696
Contracting Agency, any additional land and access thereto that the Contractor may desire 1697
for temporary construction facilities, storage of materials, or other Contractor needs. 1698
However, before using any private property, whether adjoining the work or not, the 1699
Contractor shall file with the Engineer a written permission of the private property owner, 1700
and, upon vacating the premises, a written release from the property owner of each property 1701
disturbed or otherwise interfered with by reasons of construction pursued under this 1702
contract. The statement shall be signed by the private property owner, or proper authority 1703
acting for the owner of the private property affected, stating that permission has been 1704
granted to use the property and all necessary permits have been obtained or, in the case of 1705
a release, that the restoration of the property has been satisfactorily accomplished. The 1706
statement shall include the parcel number, address, and date of signature. Written releases 1707
must be filed with the Engineer before the Completion Date will be established. 1708
1709
1-08 PROSECUTION AND PROGRESS 1710
1711
Add the following new section: 1712
1-08.0 Preliminary Matters 1713
(May 25, 2006 APWA GSP) 1714
1715
SP 39 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
Add the following new section: 1716
1717
1-08.0(1) Preconstruction Conference 1718
(October 10, 2008 APWA GSP) 1719
1720
Prior to the Contractor beginning the work, a preconstruction conference will be held 1721
between the Contractor, the Engineer and such other interested parties as may be invited. 1722
The purpose of the preconstruction conference will be: 1723
1. To review the initial progress schedule; 1724
2. To establish a working understanding among the various parties associated or affected 1725
by the work; 1726
3. To establish and review procedures for progress payment, notifications, approvals, 1727
submittals, etc.; 1728
4. To establish normal working hours for the work; 1729
5. To review safety standards and traffic control; and 1730
6. To discuss such other related items as may be pertinent to the work. 1731
1732
The Contractor shall prepare and submit at the preconstruction conference the following: 1733
1. A breakdown of all lump sum items; 1734
2. A preliminary schedule of working drawing submittals; and 1735
3. A list of material sources for approval if applicable. 1736
1737
Add the following new section: 1738
1739
1-08.0(2) Hours of Work 1740
(December 8, 2014 APWA GSP) 1741
1742
Except in the case of emergency or unless otherwise approved by the Engineer, the normal 1743
working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. 1744
and 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires 1745
different from the normal working hours stated above, the request must be submitted in 1746
writing prior to the preconstruction conference, subject to the provisions below. The working 1747
hours for the Contract shall be established at or prior to the preconstruction conference. 1748
1749
All working hours and days are also subject to local permit and ordinance conditions (such 1750
as noise ordinances). 1751
1752
If the Contractor wishes to deviate from the established working hours, the Contractor shall 1753
submit a written request to the Engineer for consideration. This request shall state what 1754
hours are being requested, and why. Requests shall be submitted for review no later than 1 1755
week prior to the day(s) the Contractor is requesting to change the hours. 1756
1757
If the Contracting Agency approves such a deviation, such approval may be subject to 1758
certain other conditions, which will be detailed in writing. For example: 1759
1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting 1760
Agency for the costs in excess of straight-time costs for Contracting Agency 1761
SP 40 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
representatives who worked during such times. (The Engineer may require designated 1762
representatives to be present during the work. Representatives who may be deemed 1763
necessary by the Engineer include, but are not limited to: survey crews; personnel from 1764
the Contracting Agency’s material testing lab; inspectors; and other Contracting Agency 1765
employees or third party consultants when, in the opinion of the Engineer, such work 1766
necessitates their presence.) 1767
2. Considering the work performed on Saturdays, Sundays, and holidays as working days 1768
with regard to the contract time. 1769
3. Considering multiple work shifts as multiple working days with respect to contract time 1770
even though the multiple shifts occur in a single 24-hour period. 1771
4. If a 4-10 work schedule is requested and approved the non-working day for the week 1772
will be charged as a working day. 1773
5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and 1774
recorded properly on certified payroll 1775
1776
1-08.1 Subcontracting 1777
1778
(December 19, 2019 APWA GSP, Option A) 1779
1780
Supplement this section with the following: 1781
1782
Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall 1783
submit to the Engineer a certification (WSDOT Form 420-004) that a written agreement 1784
between the Contractor and the subcontractor or between the subcontractor and any lower 1785
tier subcontractor has been executed. This certification shall also guarantee that these 1786
subcontract agreements include all the documents required by the Special Provision 1787
Federal Agency Inspection. 1788
1789
A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under 1790
the contract until the following documents have been completed and submitted to the 1791
Engineer: 1792
1793
1. Request to Sublet Work (WSDOT Form 421-012) 1794
https://www.wsdot.wa.gov/publications/fulltext/forms/421-012.PDF 1795
1796
2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-1797
aid Projects (WSDOT Form 420-004). 1798
https://www.wsdot.wa.gov/publications/fulltext/forms/420-004.PDF 1799
1800
The Contractor shall submit to the Engineer a completed Monthly Retainage Report 1801
(WSDOT Form 272-065) within 15 calendar days after receipt of every monthly progress 1802
payment until every Subcontractor and lower tier Subcontractor’s retainage has been 1803
released. 1804
1805
Contractor’s records pertaining to the requirements of this Special Provision shall be open to 1806
inspection or audit by representatives of the Contracting Agency during the life of the 1807
contract and for a period of not less than three years after the date of acceptance of the 1808
contract. The Contractor shall retain these records for that period. The Contractor shall also 1809
SP 41 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
guarantee that these records of all Subcontractors and lower tier Subcontractors shall be 1810
available and open to similar inspection or audit for the same time period. 1811
1812
The ninth paragraph, beginning with “On all projects, …” is revised to read: 1813
1814
The Contractor shall certify to the actual amount received from the Contracting Agency and 1815
amounts paid to all firms that were used as Subcontractors, lower tier subcontractors, 1816
manufacturers, regular dealers, or service providers on the Contract. This includes all 1817
Disadvantaged, Minority, Small, Veteran or Women’s Business Enterprise firms. This 1818
Certification shall be submitted to the Engineer on a monthly basis each month between 1819
Execution of the Contract and Physical Completion of the Contract using the application 1820
available at: https://wsdot.diversitycompliance.com. A monthly report shall be submitted for 1821
every month between Execution of the Contract and Physical Completion regardless of 1822
whether payments were made or work occurred. 1823
1824
1-08.4 Prosecution of Work 1825
1826
Delete this section and replace it with the following: 1827
1828
1-08.4 Notice to Proceed and Prosecution of Work 1829
(July 23, 2015 APWA GSP) 1830
1831
Notice to Proceed will be given after the contract has been executed and the contract bond 1832
and evidence of insurance have been approved and filed by the Contracting Agency. The 1833
Contractor shall not commence with the work until the Notice to Proceed has been given by 1834
the Engineer. The Contractor shall commence construction activities on the project site 1835
within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The 1836
Contractor shall diligently pursue the work to the physical completion date within the time 1837
specified in the contract. Voluntary shutdown or slowing of operations by the Contractor 1838
shall not relieve the Contractor of the responsibility to complete the work within the time(s) 1839
specified in the contract. 1840
1841
When shown in the Plans, the first order of work shall be the installation of high visibility 1842
fencing to delineate all areas for protection or restoration, as described in the Contract. 1843
Installation of high visibility fencing adjacent to the roadway shall occur after the placement 1844
of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon 1845
construction of the fencing, the Contractor shall request the Engineer to inspect the fence. 1846
No other work shall be performed on the site until the Contracting Agency has accepted the 1847
installation of high visibility fencing, as described in the Contract. 1848
1849
1-08.5 Time for Completion 1850
(November 30, 2018 APWA GSP, Option B) 1851
1852
Revise the third and fourth paragraphs to read: 1853
1854
Contract time shall begin on the first working day following the 30th calendar day after the 1855
Notice to Proceed date. This will account for part of the lead time for the Type II mast arm 1856
pole. If the Contractor starts work on the project at an earlier date, then contract time shall 1857
begin on the first working day when onsite work begins. 1858
SP 42 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
1859
Each working day shall be charged to the contract as it occurs, until the contract work is 1860
physically complete. If substantial completion has been granted and all the authorized 1861
working days have been used, charging of working days will cease. Each week the Engineer 1862
will provide the Contractor a statement that shows the number of working days: (1) charged 1863
to the contract the week before; (2) specified for the physical completion of the contract; and 1864
(3) remaining for the physical completion of the contract. The statement will also show the 1865
nonworking days and any partial or whole day the Engineer declares as unworkable. Within 1866
10 calendar days after the date of each statement, the Contractor shall file a written protest 1867
of any alleged discrepancies in it. To be considered by the Engineer, the protest shall be in 1868
sufficient detail to enable the Engineer to ascertain the basis and amount of time disputed. 1869
By not filing such detailed protest in that period, the Contractor shall be deemed as having 1870
accepted the statement as correct. If the Contractor is approved to work 10 hours a day and 1871
4 days a week (a 4-10 schedule) and the fifth day of the week in which a 4-10 shift is worked 1872
would ordinarily be charged as a working day, then the fifth day of that week will be charged 1873
as a working day whether or not the Contractor works on that day. 1874
1875
Revise the sixth paragraph to read: 1876
1877
The Engineer will give the Contractor written notice of the completion date of the contract 1878
after all the Contractor’s obligations under the contract have been performed by the 1879
Contractor. The following events must occur before the Completion Date can be 1880
established: 1881
1. The physical work on the project must be complete; and 1882
2. The Contractor must furnish all documentation required by the contract and required by 1883
law, to allow the Contracting Agency to process final acceptance of the contract. The 1884
following documents must be received by the Project Engineer prior to establishing a 1885
completion date: 1886
a. Certified Payrolls (per Section 1-07.9(5)). 1887
b. Material Acceptance Certification Documents 1888
c. Monthly Reports of Amounts Credited as DBE Participation, as required by the 1889
Contract Provisions. 1890
d. Final Contract Voucher Certification 1891
e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the Contractor and all 1892
Subcontractors 1893
f. A copy of the Notice of Termination sent to the Washington State Department of 1894
Ecology (Ecology); the elapse of 30 calendar days from the date of receipt of the 1895
Notice of Termination by Ecology; and no rejection of the Notice of Termination by 1896
Ecology. This requirement will not apply if the Construction Stormwater General 1897
Permit is transferred back to the Contracting Agency in accordance with Section 8-1898
01.3(16). 1899
g. Property owner releases per Section 1-07.24 1900
1901
Section 1-08.5 is supplemented with the following: 1902
1903
(March 13, 1995 WSDOT GSP) 1904
This project shall be physically completed within fifteen (15) working days. 1905
SP 43 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
1906
1907
1-08.9 Liquidated Damages 1908
(December 2, 2019 WSDOT GSP, OPTION 3) 1909
Section 1-08.9 is revised to read: 1910
1911
Time is of the essence of the Contract. Delays inconvenience the traveling public, 1912
obstruct traffic, interfere with and delay commerce, and increase risk to Highway users. 1913
Delays also cost tax payers undue sums of money, adding time needed for 1914
administration, engineering, inspection, and supervision. 1915
1916
Accordingly, the Contractor agrees: 1917
1. To pay liquidated damages in the amount of $350.00 for each working day 1918
beyond the number of working days established for Physical Completion, and 1919
2. To authorize the Engineer to deduct these liquidated damages from any 1920
money due or coming due to the Contractor. 1921
1922
When the Contract Work has progressed to the extent that the Contracting Agency has 1923
full use and benefit of the facilities, both from the operational and safety standpoint, all 1924
the initial plantings are completed and only minor incidental Work, replacement of 1925
temporary substitute facilities, plant establishment periods, or correction or repair 1926
remains to physically complete the total Contract, the Engineer may determine the 1927
Contract Work is substantially complete. The Engineer will notify the Contractor in 1928
writing of the Substantial Completion Date. For overruns in Contract time occurring after 1929
the date so established, liquidated damages shown above will not apply. For overruns in 1930
Contract time occurring after the Substantial Completion Date, liquidated damages shall 1931
be assessed on the basis of direct engineering and related costs assignable to the 1932
project until the actual Physical Completion Date of all the Contract Work. The 1933
Contractor shall complete the remaining Work as promptly as possible. Upon request by 1934
the Engineer, the Contractor shall furnish a written schedule for completing the physical 1935
Work on the Contract. 1936
1937
Liquidated damages will not be assessed for any days for which an extension of time is 1938
granted. No deduction or payment of liquidated damages will, in any degree, release the 1939
Contractor from further obligations and liabilities to complete the entire Contract. 1940
1941
1-09 MEASUREMENT AND PAYMENT 1942
1943
1-09.9 Payments 1944
(March 13, 2012 APWA GSP) 1945
1946
Delete the first four paragraphs and replace them with the following: 1947
1948
The basis of payment will be the actual quantities of Work performed according to the 1949
Contract and as specified for payment. 1950
1951
The Contractor shall submit a breakdown of the cost of lump sum bid items at the 1952
Preconstruction Conference, to enable the Project Engineer to determine the Work 1953
SP 44 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
performed on a monthly basis. A breakdown is not required for lump sum items that include 1954
a basis for incremental payments as part of the respective Specification. Absent a lump 1955
sum breakdown, the Project Engineer will make a determination based on information 1956
available. The Project Engineer’s determination of the cost of work shall be final. 1957
1958
Progress payments for completed work and material on hand will be based upon progress 1959
estimates prepared by the Engineer. A progress estimate cutoff date will be established at 1960
the preconstruction conference. 1961
The initial progress estimate will be made not later than 30 days after the Contractor 1962
commences the work, and successive progress estimates will be made every month 1963
thereafter until the Completion Date. Progress estimates made during progress of the work 1964
are tentative, and made only for the purpose of determining progress payments. The 1965
progress estimates are subject to change at any time prior to the calculation of the final 1966
payment. 1967
1968
The value of the progress estimate will be the sum of the following: 1969
1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of 1970
work completed multiplied by the unit price. 1971
2. Lump Sum Items in the Bid Form — based on the approved Contractor’s lump sum 1972
breakdown for that item, or absent such a breakdown, based on the Engineer’s 1973
determination. 1974
3. Materials on Hand — 100 percent of invoiced cost of material delivered to Job site or 1975
other storage area approved by the Engineer. 1976
4. Change Orders — entitlement for approved extra cost or completed extra work as 1977
determined by the Engineer. 1978
Progress payments will be made in accordance with the progress estimate less: 1979
1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 1980
2. The amount of progress payments previously made; and 1981
3. Funds withheld by the Contracting Agency for disbursement in accordance with the 1982
Contract Documents. 1983
Progress payments for work performed shall not be evidence of acceptable performance or 1984
an admission by the Contracting Agency that any work has been satisfactorily completed. 1985
The determination of payments under the contract will be final in accordance with Section 1986
1-05.1. 1987
(March 13, 2012 APWA GSP) 1988
1989
Supplement this section with the following: 1990
1991
Lump sum item breakdowns are not required when the bid price for the lump sum item is 1992
less than $20,000. 1993
1994
1-09.9(1) Retainage 1995
1996
Section 1-09.9(1) content and title is deleted and replaced with the following: 1997
SP 45 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
(June 27, 2011 WSDOT GSP) 1998
Vacant 1999
2000
1-09.11(3) Time Limitation and Jurisdiction 2001
(November 30, 2018 APWA GSP) 2002
2003
Revise this section to read: 2004
2005
For the convenience of the parties to the Contract it is mutually agreed by the parties that 2006
any claims or causes of action which the Contractor has against the Contracting Agency 2007
arising from the Contract shall be brought within 180 calendar days from the date of final 2008
acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further 2009
agreed that any such claims or causes of action shall be brought only in the Superior Court 2010
of the county where the Contracting Agency headquarters is located, provided that where 2011
an action is asserted against a county, RCW 36.01.050 shall control venue and jurisdiction. 2012
The parties understand and agree that the Contractor’s failure to bring suit within the time 2013
period provided, shall be a complete bar to any such claims or causes of action. It is further 2014
mutually agreed by the parties that when any claims or causes of action which the 2015
Contractor asserts against the Contracting Agency arising from the Contract are filed with 2016
the Contracting Agency or initiated in court, the Contractor shall permit the Contracting 2017
Agency to have timely access to any records deemed necessary by the Contracting Agency 2018
to assist in evaluating the claims or action. 2019
2020
1-09.13(3) Claims $250,000 or Less 2021
(October 1, 2005 APWA GSP) 2022
2023
Delete this section and replace it with the following: 2024
2025
The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 2026
or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR 2027
processes, shall be resolved through litigation unless the parties mutually agree in writing to 2028
resolve the claim through binding arbitration. 2029
2030
1-10 TEMPORARY TRAFFIC CONTROL 2031
2032
1-10.2 Traffic Control Management 2033
2034
Section 1-10.2(1) General 2035
2036
Supplement section 1-10.2(1) with the following: 2037
2038
Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the 2039
State of Washington. The Traffic Control Supervisor shall be certified by one of the 2040
following: 2041
2042
The Northwest Laborers-Employers Training Trust 2043
27055 Ohio Ave. 2044
Kingston, WA 98346 2045
(360) 297-3035 2046
SP 46 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
2047
Evergreen Safety Council 2048
12545 135th Ave. NE 2049
Kirkland, WA 98034-8709 2050
1-800-521-0778 2051
2052
The American Traffic Safety Services Association 2053
15 Riverside Parkway, Suite 100 2054
Fredericksburg, Virginia 22406-1022 2055
Training Dept. Toll Free (877) 642-4637 2056
Phone: (540) 368-1701 2057
2058
In the third paragraph, the first two sentences are revised to read: 2059
2060
The primary and alternate TCS shall be certified by one of the organizations listed in the 2061
Special Provisions. Possession of a current Washington State TCS card and flagging card 2062
by the primary and alternate TCS is mandatory. 2063
Add the following new section: 2064
2065
1-10.4 Measurement 2066
2067
1-10.4(1) Lump Sum Bid for Project (No Unit Items) 2068
(August 2, 2004 WSDOT GSP) 2069
2070
Supplement this section with the following: 2071
2072
The proposal contains the item “Project Temporary Traffic Control”, lump sum. The provisions 2073
of Section 1-10.4(1) shall apply. 2074
2075
2076
DIVISION 2 2077
CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2078
2079
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2080
2081
2-02.1 Description 2082
2083
Supplement the end of section 2-02.1 with the following: 2084
2085
The Work includes but is not limited to: signs and landscaping. 2086
2087
2-02.5 Payment 2088
2089
Replace this section with the following: 2090
2091
No payment shall be made for this item. All work related to this item is considered 2092
incidental to other bid items. 2093
2094
2-07 WATERING 2095
SP 47 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
2096
2-07.4 Measurement 2097
2098
Section 2-07.4 is replaced in its entirety with the following 2099
2100
If City water is used for any work related to this project, a Fire Hydrant Meter and Gate 2101
Valve will be furnished by the City of Pasco to be used specifically for this project. The Contractor 2102
shall be charged an $800 return deposit plus a $50 non-refundable handling and processing fee 2103
for the meter and valve. The City will charge the Contractor for any water used in the construction 2104
of the project. The Contractor shall obtain and install any meter(s) at no expense to the 2105
Contracting Agency. The Contractor shall record water usage weekly and report the values to 2106
the Engineer. Measurement is only performed for City Water Department record keeping 2107
purposes. 2108
2109
2-07.5 Payment 2110
2111
Section 2-07.5 is replaced in its entirety with the following: 2112
2113
Furnishing, hauling, and applying the water shall be incidental to construction. All costs 2114
shall be included in other Contract pay items. 2115
2116
DIVISION 8 2117
MISCELLANEOUS CONSTRUCTION 2118
2119
8-02 ROADSIDE RESTORATION 2120
2121
8-02.4 Measurement 2122
2123
“Landscape Restoration” will be measured by lump sum. 2124
2125
2126
8-02.5 Payment 2127
2128
Supplement this list of Bid Items with the following: 2129
2130
“Landscape Restoration” will be paid by force account. The Bid Item “Landscape 2131
Restoration” includes all work and materials required to return the median landscaping to the 2132
original state prior to construction. This item includes work including but not limited to seeding, 2133
fertilizing, mulching, topsoil, and restoration of irrigation equipment if disturbed or damaged. 2134
2135
8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, INTELLIGENT TRANSPORTATION 2136
SYSTEMS, AND ELECTRICAL 2137
2138
8-20.2 Materials 2139
2140
Supplement this section with the following: 2141
2142
Materials shall meet the requirements of the City of Pasco Standard Details. Electrical 2143
equipment shall meet Franklin PUD standards. 2144
SP 48 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
2145
8-20.3 Construction Requirements 2146
2147
8-20.3(1) General 2148
2149
Supplement this section with the following: 2150
2151
The Contractor is responsible for coordinating with the Department of Labor and 2152
Industries, the Engineer, and Franklin PUD for all required inspections and service. 2153
2154
Contact Aaron Gonzales of Franklin PUD at (509) 546-5953 for disconnect/reconnect of 2155
electrical service during construction on median and for inspection of electrical work. 2156
2157
8-20.3(2) Excavation and Backfill 2158
2159
Delete the first paragraph and replace it with the following: 2160
2161
The excavation required for the installation of conduit, cement concrete anchor bases, 2162
and pull boxes shall be performed in such a manner as to cause the least possible damage to 2163
streets, sidewalks, and other improvements. Anchor base excavation shall be augered or dug 2164
by hand with proper care to avoid damage to other utilities. Excavation shall not be performed 2165
until immediately prior to installation of conduit and/or structures. Backfilling shall be as shown 2166
on the Plans and shall conform to the provisions specified herein. Compaction of conduit 2167
trenches and structure backfill shall be accomplished by a method which will result in backfill 2168
compacted to at least 95 percent of maximum density. 2169
2170
8-20.5 Payment 2171
2172
Supplement this section with the following: 2173
2174
“Type II Pole and Illumination System”, lump sum. 2175
2176
“Type II Pole and Illumination System”, lump sum includes but is not limited to mast arm 2177
poles, foundation installation, conduit installation into the foundation for future use, trenching, 2178
illumination conduit removal/rerouting/installation, and wiring removal/splicing/installation. 2179
2180
8-21 PERMANENT SIGNING 2181
2182
8-21.2 Materials 2183
2184
Supplement this section with the following: 2185
2186
Signposts for permanent traffic control signing shall be 2"x2" 12-gauge perforated steel 2187
tubing. Socket sleeves for the signpost shall be 2-1/4"x 2-1/4"x30" 12-gauge perforated steel 2188
tubing. 2189
2190
Street name sign brackets shall be per City of Pasco Standards. 2191
2192
8-21.3 Construction Requirements 2193
SP 49 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
2194
Supplement this section with the following: 2195
2196
Socket sleeves for sign posts shall be set in 12" diameter x 18" deep base of class 3000 2197
cement concrete at finish grade so that erected signs will be plumb with roadway/sidewalk. The 2198
Contractor shall correct any misaligned socket sleeves at his own expense. 2199
2200
8-21.3(10) Sign Attachment 2201
2202
Supplement this section with the following: 2203
2204
Signs S12 and S13 shall be mounted to the mast arm using formed tube adjustable sign 2205
bracket with cable clamp mounting. Two brackets shall be used, and the brackets and bracket 2206
mounting hardware shall be sufficient for a 90mph wind load on a 5.5 foot tall by 4 foot wide 2207
sign. Each bracket shall mount parallel to the windbeam it is installed on, as shown on the 2208
plans. The mounting brackets shall be mounted 24 inches apart, and each shall be mounted 12 2209
inches from the edge of sign. The bracket shall be bolted to the windbeam at 3” from the top 2210
and bottom of the sign. 2211
The sign mounting bolts shall be 5/16” and shall be torqued to 12ft-lb. The cable on the 2212
clamp shall be stainless steel cable. 2213
2214
8-21.5 Payment 2215
2216
“Permanent Signing”, lump sum. 2217
2218
“Permanent Signing”, lump sum includes but is not limited to all materials and labor 2219
required to furnish and install all new signs, including overhead, mastarm-mounted signage, for 2220
the project, removal of signs called out for removal/replacement, and all materials and labor for 2221
mounting and bracing the signs. 2222
2223
8-22 PAVEMENT MARKING 2224
2225
8-22.2 Materials 2226
2227
Supplement this section with the following: 2228
2229
Arrows, letters, symbols, stop lines, and crosswalks shall be Type B – Pre-formed Fused 2230
Thermoplastic. All lines shall be Type A – Liquid Hot Applied Thermoplastic. Striping material 2231
type may vary only with written approval from the CIP Manager. 2232
2233
8-22.3 Construction Requirements 2234
2235
8-22.3(1) Preliminary Spotting 2236
Replace the first sentence of the first paragraph with the following: 2237
2238
The Plans shall identify the necessary line lengths, taper lengths, lane widths, and 2239
starting and ending points to assist in the preliminary spotting of the lines before marking 2240
begins. Neither the City nor the Engineer shall provide survey control points. 2241
2242
SP 50 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
8-22.3(6) Removal of Pavement Markings 2243
2244
Paragraph 2 and Paragraph 3 shall be replaced with the following: 2245
2246
Grinding shall be used to remove pavement markings in their entirety. The Contractor 2247
shall grind to minimal depth into the asphalt without materially damaging the asphalt. 2248
2249
8-22.5 Payment 2250
2251
Supplement paragraph one list with the following: 2252
2253
“Plastic Shield”, per each. 2254
2255
Supplement this section with the following paragraph: 2256
2257
A reasonable effort was made to identify the material of the existing traffic markings and lines. 2258
All markings and lines that are called to be removed are considered part of the contract, 2259
regardless of material. No additional payment will be made for removal of pavement markings 2260
listed as paint that are found to be plastic or for markings that listed as plastic that are found to 2261
be paint. 2262
2263
DIVISION 9 2264
MATERIALS 2265
2266
9-28 SIGNING MATERIALS AND FABRICATION 2267
2268
9-28.1 General 2269
2270
Supplement this section with the following: 2271
2272
All new signs for this project shall be made of Aluminum with 0.125-inch thickness and 2273
shall have Type IX reflective sheeting. The materials shall conform to section 9-28 of the 2274
WSDOT standard specifications. 2275
2276
9-28.14 Sign Support Structures 2277
2278
Supplement this section with the following: 2279
The mounting and bracing for the signs shall conform to WSDOT standard plans 2280
G30.10-04 and G90.10-03 and the WSDOT standard specifications, except as specified here 2281
and on the plans. Signs S12 and S13 shall be mounted to the mast arm using formed tube 2282
adjustable brackets with cable clamp mounting, or approved equal. 2283
The sign mounting bolts shall be 5/16”. The cable on the clamp shall be stainless steel 2284
cable. 2285
2286
2287
9-29 ILLUMINATION, SIGNAL, ELECTRIC 2288
2289
9-21.1 Conduit, Innerduct, and Outerduct 2290
2291
SP 51 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
Supplement this section with the following: 2292
2293
The conduit material and construction shall be per Franklin PUD standards. 2294
2295
9-21.3 Fiber Optic Cable, Electrical Conductors, and Cable 2296
2297
The conductors shall be replaced as shown on plans per Franklin PUD standards. 2298
9-29.6 Light and Signal Standards 2299
2300
Supplement paragraph three with the following: 2301
2302
The Type II pole standard color shall be galvanized. 2303
2304
Supplement item 2 of the list in paragraph four with the following: 2305
2306
The signal standard fabricator’s shop will submit a drawing including the supporting 2307
design calculations for the new Type II pole. The special design is required to accommodate the 2308
new large-surface area,overhead mounted signs. 2309
2310
Appendices 2311
(February 5, 2020) 2312
Standard Plans 2313
The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01 2314
transmitted under Publications Transmittal No. PT 16-048, effective September 3, 2019 is made 2315
a part of this contract. 2316
2317
The Standard Plans are revised as follows: 2318
2319
A-50.10 2320
Sheet 2 of 2, Plan, with Single Slope Barrier, reference C-14a is revised to C-70.10 2321
2322
A-50.20 2323
Sheet 2 of 2, Plan, with Anchored Barrier, reference C-14a is revised to C-70.10 2324
2325
A-50.30 2326
Sheet 2 of 2, Plan (top), reference C-14a is revised to C-70.1 2327
2328
B-10.60 2329
DELETED 2330
2331
B-82.20 2332
DELETED 2333
2334
B-90.40 2335
Valve Detail – DELETED 2336
2337
C-1 2338
Delete Note 1. 2339
SP 52 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
2340
Revise Note 2 to read “Remove all rail washers, also called “Snow Load Rail Washers”, when 2341
encountered during raising beam guardrail work and the guardrail raising work requires 2342
removal of the rail. 2343
2344
Re-number all notes. 2345
2346
C-4b 2347
DELETED 2348
2349
C-4e 2350
DELETED 2351
2352
C-8a 2353
Delete “Section A-A, Type 4 Detail 2354
2355
C-20.11 2356
Delete Notes 1 & 2. Re-Number all notes. 2357
Delete “ Snow Load Post Washer” and “Snow Load Rail Washer” details. 2358
2359
C-20.19 2360
DELETED 2361
2362
C-22.14 2363
DELETED 2364
2365
C-22.16 2366
Note 3, formula, was: “Elevation G = (Elevation S – D x (0.1) + 31” is revised to read: 2367
“Elevation G = (Elevation S – D x (0.1) + 31/12” 2368
2369
C-22.45 2370
For the SOFTSTOP (TL-2) elevation view detail, the callout “SOFTSTOP (TL-2) SYSTEM 2371
LENGTH = 38’ – 4 1/2"” is revised to read “SOFTSTOP (TL-2) SYSTEM LENGTH = 38’ – 3 2372
1/2"”. 2373
2374
C-40.14 2375
DELETED 2376
2377
C-60.10 2378
Sheet 1, Side Elevation: The bottom set of ① - #4 horizontal rebar (2x) located at the base 2379
of the barrier is repositioned to be aligned with the bottom of ② - #4 stirrup bars to match 2380
the bar positioning shown on Sheet 1, Section A. 2381
2382
Sheet 1, Reinforcing Steel Bending Diagram, ③ - Pin Slot Bar detail: Add the following callout 2383
to the detail, “HOT DIP GALVANIZE AFTER FABRICATION (ASTM A123 OR AASHTO M 2384
111)”. 2385
2386
SP 53 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
Sheet 2, ANCHORING PIN ASSEMBLY DETAIL: The first line of the description under the 2387
title was “1 1/2” DIAMETER (ASTM A36), COLD ROLL” is now changed to “1 1/2” DIAMETER 2388
(ASTM A36), HOT ROLL”. 2389
2390
C-70.10 2391
Sheet 1, Note 1 was - “1. PERMANENT INSTALLATION requirements: Embed barrier 3” (in) 2392
minimum; …” is revised to read: “1. Installation requirements: Embed barrier 3” (in) minimum 2393
in asphalt or concrete; embed barrier 10” (in) minimum in soil; …” 2394
2395
Sheet 1, existing Notes 2 and 4 are deleted. Existing Note 3 is renumbered to Note 2. 2396
2397
Sheet 1, add new Note 3, “3. See Sheet 2 for barrier with a 2’-10” reveal installed in asphalt 2398
or concrete. See Sheet 3 for barrier with a 3’-6” reveal installed in asphalt or concrete.” 2399
2400
Sheet 1, Elevation: The dimension from the barrier end to the barrier lifting slot was “3’ – 4” 2401
(TYP)” is now changed to “4’ – 8” (TYP)”, and the barrier lifting slot dimension was “5’ – 0” 2402
(TYP)” is now changed to “3’ – 0” (TYP)”. 2403
2404
Sheet 2, the detail titled “3’ – 6” BARRIER FOR USE WITH A 0” (IN) TO 5” (IN) MAX. GRADE 2405
SEPARATION” has the following changes: 2406
1. The detail title is changed to “3’ – 6” BARRIER FOR USE WITH A 0” (IN) TO 4” (IN) MAX. 2407
GRADE SEPARATION”. 2408
2. The callout “GRADE SEPARATION--5” MAX.” is changed to “GRADE SEPARATION--4” 2409
MAX.” 2410
2411
C-75.10 2412
Note 2 is deleted. Renumber subsequent notes. 2413
2414
C-75.20 2415
Note 2 is deleted. Renumber subsequent notes. 2416
2417
C-75.30 2418
Note 2 is deleted. Renumber subsequent notes. 2419
2420
C-85.11 2421
Add new Note 3 “3. The intended use of this plan is for placing concrete barrier in front of 2422
bridge piers on bridge retrofit projects only. Contact the HQ Bridge traffic barrier specialist 2423
before using this barrier placement plan for projects involving new or reconstructed bridges.” 2424
2425
C-85.14 2426
DELETED 2427
2428
C-90.10 2429
DELETED 2430
2431
D-10.10 2432
Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 2433
barriers attached on top of the wall are considered non-standard and shall be designed in 2434
SP 54 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions stated 2435
in the 11/3/15 Bridge Design memorandum. 2436
2437
D-10.15 2438
Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 2439
barriers attached on top of the wall are considered non-standard and shall be designed in 2440
accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge 2441
Design memorandum. 2442
2443
D-10.30 2444
Wall Type 5 may be used in all cases. 2445
2446
D-10.35 2447
Wall Type 6 may be used in all cases. 2448
2449
D-10.40 2450
Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 2451
barriers attached on top of the wall are considered non-standard and shall be designed in 2452
accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge 2453
Design memorandum. 2454
2455
D-10.45 2456
Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 2457
barriers attached on top of the wall are considered non-standard and shall be designed in 2458
accordance with the current WSDOT BDM and the revisions stated in the revisions stated in 2459
the 11/3/15 Bridge Design memorandum. 2460
2461
D-15.10 2462
STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are 2463
withdrawn. Special designs in accordance with the current WSDOT BDM are required in 2464
place of these STD Plans. 2465
2466
D-15.20 2467
STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are 2468
withdrawn. Special designs in accordance with the current WSDOT BDM are required in 2469
place of these STD Plans. 2470
2471
D-15.30 2472
STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are 2473
withdrawn. Special designs in accordance with the current WSDOT BDM are required in 2474
place of these STD Plans. 2475
2476
F-10.12 2477
Section Title, was – “Depressed Curb Section” is revised to read: “Depressed Curb and 2478
Gutter Section” 2479
2480
F-10.40 2481
“EXTRUDED CURB AT CUT SLOPE”, Section detail - Deleted 2482
2483
SP 55 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
F-10.42 2484
DELETE – “Extruded Curb at Cut Slope” View 2485
2486
G-25.10 2487
Key Note 3, second sentence, was – “For single-post installations, divide the (#2w/diamond 2488
shape symbol) post MAX. XYZ in half.” Is revised to read: “For single-post installations, divide 2489
the two-post MAX. XYZ in half.” 2490
2491
G-60.10 2492
DELETED 2493
2494
G-60.20 2495
DELETED 2496
2497
G-60.30 2498
DELETED 2499
2500
G-70.10 2501
DELETED 2502
2503
G-70.20 2504
DELETED 2505
2506
H-70.20 2507
Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan I-70.10 is 2508
revised to H-70.10 2509
2510
J-10.21 2511
Note 18, was – “When service cabinet is installed within right of way fence, see Standard 2512
Plan J-10.22 for details.” Is revised to read; “When service cabinet is installed within right of 2513
way fence, or the meter base is mounted on the exterior of the cabinet, see Standard Plan 2514
J-10.22 for details.” 2515
2516
J-10.22 2517
Key Note 1, was – “Meter base per serving utility requirements~ as a minimum, the meter 2518
base shall be safety socket box with factory-installed test bypass facility that meets the 2519
requirements of EUSERC drawing 305.” Is revised to read; “Meter base per serving utility 2520
requirements~ as a minimum, the meter base shall be safety socket box with factory-installed 2521
test bypass facility that meets the requirements of EUSERC drawing 305. When the utility 2522
requires meter base to be mounted on the side or back of the service cabinet, the meter base 2523
enclosure shall be fabricated from type 304 stainless steel.” 2524
Key Note 4, “Test with (SPDT Snap Action, Positive close 15 Amp – 120/277 volt “T” rated). 2525
Is revised to read: “Test Switch (SPDT snap action, positive close 15 amp – 120/277 volt “T” 2526
rated).” 2527
Key Note 14, was – “Hinged dead front with ¼ turn fasteners or slide latch.” Is revised to 2528
read; “Hinged dead front with ¼ turn fasteners or slide latch. ~ Dead front panel bolts shall 2529
not extend into the vertical limits of the breaker array(s).” 2530
Key Note 15, was – “Cabinet Main Bonding Jumper. Buss shall be 4 lug tinned copper. See 2531
Cabinet Main bonding Jumper detail, Standard Plan J-3b.“ is revised to read; “Cabinet Main 2532
SP 56 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
Bonding Jumper Assembly ~ Buss shall be 4 lug tinned copper ~ See Standard Plan J-10.20 2533
for Cabinet Main Bonding Jumper Assembly details.” 2534
Note 1, was – “…socket box mounting detail, see Standard Plan J-3b.” is revised to read to 2535
read: “…socket box mounting detail, see Standard Plan J-10.20.” 2536
Note 6, was – “…See door hinge detail, Standard Plan J-3b.” is revised to read: “…See door 2537
hinge detail, Standard Plan J-10.20.” 2538
2539
J-20.26 2540
Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton 2541
post.” 2542
2543
J-20.16 2544
View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE 2545
2546
J-21.10 2547
Sheet 1, Elevation View, Round Concrete Foundation Detail, callout – “ANCHOR BOLTS ~ 2548
¾” (IN) x 30” (IN) FULL THREAD ~ THREE REQ’D. PER ASSEMBLY” IS REVISED TO 2549
READ: “ANCHOR BOLTS ~ ¾” (IN) x 30” (IN) FULL THREAD ~ FOUR REQ’D. PER 2550
ASSEMBLY” 2551
Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of 2552
the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR.. Delete “(TYP.)” from the 2553
2 ½” CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 2554
reinf. Bar. 2555
Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of 2556
the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 2557
½” CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 2558
reinf. Bar. 2559
Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top of 2560
the foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 2561
½” CLR. dimension, depicting the distance from the bottom of the foundation to find 2 # 4 2562
reinf. Bar. 2563
Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of 2564
the foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 2565
½” CLR. dimension, depicting the distance from the bottom of the foundation to find 1 # 4 2566
reinf. Bar. 2567
Detail F, callout, “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts 2568
(see Note 3)” is revised to read; “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque 2569
Clamping Bolts (see Note 1)” 2570
Detail F, callout, “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Four Required (See Note 4)” is 2571
revised to read; “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Three Required (See Note 2)” 2572
2573
J-21.15 2574
Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE NIPPLE 2575
~ 1 ½” (IN) DIAM. 2576
2577
J-21.16 2578
Detail A, callout, was – LOCKNIPPLE, is revised to read; CHASE NIPPLE 2579
2580
J-22.15 2581
SP 57 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
Ramp Meter Signal Standard, elevation, dimension 4’ - 6” is revised to read; 6’-0” 2582
(2x) Detail A, callout, was – LOCK NIPPLE ~ 1 ½” DIAM. is revised to read; CHASE NIPPLE 2583
~ 1 ½” (IN) DIAM. 2584
2585
J-28.24 2586
Case E and Case F Section View dimension callout, “3’ – 0” MIN. FOR BEAM GUARDRAIL, 2587
4’ – 0” MIN. FOR CONC. BARRIER TYPE 2” is revised to read, “5’ – 0” MIN. FOR BEAM 2588
GUARDRAIL, 8’ – 0” MIN. FOR UNANCHORED TYPE F CONC. BARRIER, 4’ – 0” MIN. 2589
FOR ANCHORED TYPE F CONC. BARRIER”. 2590
2591
J-40.10 2592
Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S. FLAT 2593
WASHER” is revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2” (IN) S. S. 2594
FLAT WASHER” 2595
2596
J-75.20 2597
Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel Bands”, 2598
add the following to the end of the note: “Alternate: Stainless steel cable with stainless steel 2599
ends, nuts, bolts, and washers may be used in place of stainless steel bands and associated 2600
hardware.” 2601
2602
J-81.10 2603
Power Distribution Block Diagram, lower left corner, Sheet 1 of 3; Switch Pack 2; circuit 623 2604
(T4-5) [middle ckt] is revised to read; circuit 622 (T4-5). 2605
2606
K-80.10 2607
SIGN INSTALLATION (BEHIND TRAFFIC BARRIER) detail dimension callout, “3’ MIN.” is 2608
revised to read, “5’ MIN.”. 2609
2610
K-80.30 2611
DELETED 2612
2613
K-80.35 2614
Add New Note 1 – “1. The intended use of this plan is for the temporary installation of Type 2615
2 concrete barrier (See Standard Plan C-8) on cement concrete pavement, bridge decks, or 2616
hot mix asphalt pavement, and Type F concrete barrier on cement concrete pavement or 2617
bridge decks. 2618
2619
Re-number all notes. 2620
2621
The TYPE 1 ANCHOR detail description “TEMPORARY INSTALLATION OF PRECAST 2622
CONC. BARRIER TYPE 2 (STD. PLAN C-8) AND TEMPORARY CONC. BARRIER (F-2623
SHAPE) (STD. PLAN K-80.30) ON CEMENT CONC. PAVEMENT OR BRIDGE DECK” is 2624
revised to read, “TEMPORARY INSTALLATION OF PRECAST CONC. BARRIER TYPE F 2625
(STD. PLAN C-60.10) OR PRECAST CONC. BARRIER TYPE 2 (STD. PLAN C-8) ON 2626
CEMENT CONC. PAVEMENT OR BRIDGE DECK.” 2627
2628
The TYPE 3 ANCHOR detail description “TEMPORARY INSTALLATION OF PRECAST 2629
CONC. BARRIER TYPE 2 (STD. PLAN C-8) AND TEMPORARY CONC. BARRIER (F-2630
SP 58 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
SHAPE) (STD. PLAN K-80.30) ON HOT MIX ASPHALT PAVEMENT” is revised to read, 2631
“TEMPORARY INSTALLATION OF PRECAST CONC. BARRIER TYPE 2 (STD. PLAN C-8) 2632
ON HOT MIX ASPHALT PAVEMENT.” 2633
2634
K-80.37 2635
Revise Note 1 to read:“1. The intended use of this plan is for the temporary installation of 2636
Type F NARROW BASE concrete barrier (See Standard Plan C-60.10) or Type 4 (Type 2 2637
Narrow Base – See Std. Plan C-8a) Concrete Barrier on cement concrete pavement, bridge 2638
decks.” 2639
2640
Replace all callouts stating “NARROW BASE, ALTERNATIVE TEMPORARY CONCRETE 2641
BARRIER SEGMENT” with “Type F NARROW BASE or Type 4 (Type 2 Narrow Base) 2642
concrete barrier segment.” 2643
2644
M-3.50 2645
Double-Left Turn Channelization (with Right Turn Pocket) view, dimension, upper left corner, 2646
“taper” dimension; callout – was “40’ if Posted Speed is 40 MPH or less 100’ if Posted Speed 2647
is more than 40 MPH” is revised to read; “See Contract” 2648
2649
M-5.10 2650
Right-Turn Channelization view, dimension, upper right corner, “taper” dimension; callout – 2651
was “50’ MIN.” is revised to read; “See Contract” 2652
2653
M-12.10 2654
Add Note 5. “Check with Region Traffic Office for RPM and Guidepost placements.” 2655
2656
M-24.50 2657
DELETED 2658
2659
The following are the Standard Plan numbers applicable at the time this project was 2660
advertised. The date shown with each plan number is the publication approval date shown 2661
in the lower right-hand corner of that plan. Standard Plans showing different dates shall not 2662
be used in this contract. 2663
2664
A-10.10-00........8/7/07 A-40.00-00.........8/11/09 A-50.30-00…....11/17/08
A-10.20-00......10/5/07 A-40.10-04.........7/31/19 A-50.40-00…....11/17/08
A-10.30-00......10/5/07 A-40.15-00.........8/11/09 A-60.10-03........12/23/14
A-20.10-00......8/31/07 A-40.20-04.........1/18/17 A-60.20-03.........12/23/14
A-30.10-00......11/8/07 A-40.50-02.........12/23/14 A-60.30-01..........6/28/18
A-30.30-01......6/16/11 A-50.10-00…....11/17/08 A-60.40-00..........8/31/07
A-30.35-00.......10/12/07 A-50.20-01…......9/22/09
2665
B-5.20-02........1/26/17 B-30.50-03.........2/27/18 B-75.20-02..........2/27/18
B-5.40-02.........1/26/17 B-30.70-04.........2/27/18 B-75.50-01..........6/10/08
B-5.60-02.........1/26/17 B-30.80-01..........2/27/18 B-75.60-00............6/8/06
B-10.20-02........3/2/18 B-30.90-02........1/26/17 B-80.20-00.........6/8/06
B-10.40-01........1/26/17 B-35.20-00..........6/8/06 B-80.40-00.........6/1/06
B-10.70-00……1/26/17 B-35.40-00..........6/8/06 B-85.10-01.........6/10/08
B-15.20-01........2/7/12 B-40.20-00..........6/1/06 B-85.20-00..........6/1/06
SP 59 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
B-15.40-01........2/7/12 B-40.40-02........1/26/17 B-85.30-00..........6/1/06
B-15.60-02........1/26/17 B-45.20-01..........7/11/17 B-85.40-00..........6/8/06
B-20.20-02.......3/16/12 B-45.40-01..........7/21/17 B-85.50-01.........6/10/08
B-20.40-04.......2/27/18 B-50.20-00..........6/1/06 B-90.10-00….......6/8/06
B-20.60-03.......3/15/12 B-55.20-02..........2/27/18 B-90.20-00..........6/8/06
B-25.20-02........2/27/18 B-60.20-01..........6/28/18 B-90.30-00..........6/8/06
B-25.60-02.........2/27/18 B-60.40-01..........2/27/18 B-90.40-01..........1/26/17
B-30.10-03.........2/27/18 B-65.20-01..........4/26/12 B-90.50-00..........6/8/06
B-30.15-00……..2/27/18 B-65.40-00..........6/1/06 B-95.20-01..........2/3/09
B-30.20-04.........2/27/18 B-70.20-00..........6/1/06 B-95.40-01..........6/28/18
B-30.30-03.........2/27/18 B-70.60-01..........1/26/17
B-30.40-03..........2/27/18
2666
C-1....................6/28/18 C-20.15-02..........6/11/14 C-40.18-03........7/21/17
C-1a.................7/14/15 C-20.18-03..........8/12/19 C-60.10-00…….8/22/19
C-1b...................8/12/19 C-20.19-03..........8/12/19 C-70.10-01........6/17/14
C-1d................10/31/03 C-20.40-07..........8/12/19 C-75.10-01........6/11/14
C-2c..................8/12/19 C-20.41-02..........8/12/19 C-75.20-01........6/11/14
C-4f...................8/12/19 C-20.42-05..........7/14/15 C-75.30-01........6/11/14
C-6a................10/14/09 C-20.45.02..........8/12/19 C-80.10-01........6/11/14
C-7.....................6/16/11 C-22.16-06........7/21/17 C-80.20-01........6/11/14
C-7a...................6/16/11 C-22.40-07........8/12/19 C-80.30-01........6/11/14
C-8.....................2/10/09 C-22.45-04........8/12/19 C-80.40-01........6/11/14
C-8a...................7/25/97 C-23.60-04........7/21/17 C-80.50-00........4/8/12
C-8b....................2/29/16 C.24.10-02........8/12/19 C-85.10-00........4/8/12
C-8e....................2/21/07 C-25.20-06........7/14/15 C-85.11-00........4/8/12
C-8f.....................6/30/04 C-25.22-05........7/14/15 C-85.14-01........6/11/14
C-16a.................7/21/17 C-25.26-04........8/12/19 C-85.15-01........6/30/14
C-20.10-05.........8/12/19 C-25.30-00…….6/28/18 C-85.16-01........6/17/14
C-20.11-00……..7/21/17 C-25.80-05........8/12/19 C-85-18-01........6/11/14
C-20.14-04..........8/12/19 C-40.16-02........7/2/12 C-85.20-01........6/11/14
2667
D-2.04-00........11/10/05 D-2.48-00........11/10/05 D-3.17-02……5/9/16
D-2.06-01........1/6/09 D-2.64-01........1/6/09 D-4.................12/11/98
D-2.08-00........11/10/05 D-2.66-00........11/10/05 D-6...................6/19/98
D-2.14-00........11/10/05 D-2.68-00........11/10/05 D-10.10-01......12/2/08
D-2.16-00........11/10/05 D-2.80-00........11/10/05 D-10.15-01......12/2/08
D-2.18-00........11/10/05 D-2.82-00........11/10/05 D-10.20-01.........8/7/19
D-2.20-00........11/10/05 D-2.84-00........11/10/05 D-10.25-01.........8/7/19
D-2.32-00........11/10/05 D-2.86-00........11/10/05 D-10.30-00.........7/8/08
D-2.34-01........1/6/09 D-2.88-00........11/10/05 D-10.35-00.........7/8/08
D-2.36-03........6/11/14 D-2.92-00........11/10/05 D-10.40-01......12/2/08
D-2.42-00........11/10/05 D-3.09-00........5/17/12 D-10.45-01......12/2/08
D-2.44-00........11/10/05 D-3.10-01……5/29/13
D-2.60-00........11/10/05 D-3.11-03……6/11/14
D-2.62-00........11/10/05 D-3.15-02……6/10/13
D-2.46-01........6/11/14 D-3.16-02……5/29/13
2668
SP 60 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
E-1....................2/21/07 E-4....................8/27/03
E-2....................5/29/98 E-4a..................8/27/03
2669
F-10.12-03.......6/11/14 F-10.62-02........4/22/14 F-40.15-03........6/29/16
F-10.16-00.......12/20/06 F-10.64-03........4/22/14 F-40.16-03........6/29/16
F-10.18-01.........7/11/17 F-30.10-03........6/11/14 F-45.10-02........7/15/16
F-10.40-03...........6/29/16 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
2670
G-10.10-00........9/20/07 G-25.10-04.......6/10/13 G-95.10-02........6/28/18
G-20.10-02........6/23/15 G-26.10-00……7/31/19 G-95.20-03........6/28/18
G-22.10-04..........6/28/18 G-30.10-04.......6/23/15 G-95.30-03........6/28/18
G-24.10-00......11/8/07 G-50.10-03.......6/28/18
G-24.20-01......2/7/12 G-90.10-03……7/11/17
G-24.30-02......6/28/18 G-90.11-00……4/28/16
G-24.40-07.....6/28/18 G-90.20-05……7/11/17
G-24.50-05.....8/7/19 G-90.30-04……7/11/17
G-24.60-05.....6/28/18 G-90.40-02……4/28/16
2671
H-10.10-00..........7/3/08 H-32.10-00.......9/20/07 H-70.10-01......2/7/12
H-10.15-00..........7/3/08 H-60.10-01.........7/3/08 H-70.20-01......2/16/12
H-30.10-00......10/12/07 H-60.20-01.........7/3/08 H-70.30-02......2/7/12
2672
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
2673
J-10..................7/18/97 J-28.40-02......6/11/14 J-60.13-00…....6/16/10
J-10.10-03……6/3/15 J-28.42-01.......6/11/14 J-60.14-01……7/31/19
J-10.15-01........6/11/14 J-28.43-01.......6/28/18 J-75.10-02……7/10/15
J-10.16-00……6/3/15 J-28.45-03.......7/21/16 J-75.20-01……7/10/15
J-10.17-00……6/3/15 J-28.50-03.......7/21/16 J-75.30-02…….7/10/15
J-10.18-00……6/3/15 J-28.60-02.......7/21/16 J-75.40-02……6/1/16
J-10.20-02……7/31/19 J-28.70-03.......7/21/17 J-75.41-01……6/29/16
J-10.21-00……6/3/15 J-29.10-01.......7/21/16 J-75.45-02……6/1/16
J-10.22-00........5/29/13 J-29.15-01.......7/21/16 J-80.10-00……6/28/18
J-10.25-00……7/11/17 J-29.16-02.......7/21/16 J-80.15-00……6/28/18
J-12.15-00……6/28/18 J-30.10-00…...6/18/15 J-81.10-00……6/28/18
J-12.16-00……6/28/18 J-40.05-00……7/21/16 J-86.10-00……6/28/18
J-15.10-01........6/11/14 J-40.10-04…...4/28/16 J-90.10-03…….6/28/18
J-15.15-02……7/10/15 J-40.20-03…...4/28/16 J-90.20-03…….6/28/18
J-20.10-04........7/31/19 J-40.30-04……4/28/16 J-90.21-02……6/28/18
J-20.11-03........7/31/19 J-40.35-01……5/29/13 J-90.50-00……6/28/18
J-20.15-03........6/30/14 J-40.36-02……7/21/17
J-20.16-02........6/30/14 J-40.37-02……7/21/17
J-20.20-02........5/20/13 J-40.38-01.......5/20/13
SP 61 | 61
CITY OF PASCO PROJECT #20008
SIGNAGE & STRIPING AT ROAD 68/BURDEN BOULEVARD
(FINAL)
J-20.26-01........7/12/12 J-40.39-00……5/20/13
J-21.10-04......6/30/14 J-40.40-02……7/31/19
J-21.15-01......6/10/13 J-45.36-00……7/21/17
J-21.16-01......6/10/13 J-50.05-00……7/21/17
J-21.17-01......6/10/13 J-50.10-01…….7/31/19
J-21.20-01......6/10/13 J-50.11-02…….7/31/19
J-22.15-02......7/10/15 J-50.12-02…….8/7/19
J-22.16-03......7/10/15 J-50.13-00…….8/22/19
J-26.10-03…..7/21/16 J-50.15-01…….7/21/17
J-26.15-01…..5/17/12 J-50.16-01…….3/22/13
J-26.20-01…..6/28/18 J-50.18-00…….8/7/19
J-27.10-01…..7/21/16 J-50.19-00…….8/7/19
J-27.15-00…..3/15/12 J-50.20-00…….6/3/11
J-28.10-02......8/7/19 J-50.25-00…….6/3/11
J-28.22-00.......8/07/07 J-50.30-00…….6/3/11
J-28.24-01.......6/3/15 J-60.05-01…….7/21/16
J-28.26-01......12/02/08 J-60.11-00…....5/20/13
J-28.30-03......6/11/14 J-60.12-00…....5/20/13
2674
K-70.20-01.......6/1/16
K-80.10-01.......6/1/16
K-80.20-00.....12/20/06
K-80.35-00.......2/21/07
K-80.37-00.......2/21/07
2675
L-10.10-02........6/21/12 L-40.10-02........6/21/12 L-70.10-01.......5/21/08
L-20.10-03........7/14/15 L-40.15-01........6/16/11 L-70.20-01.......5/21/08
L-30.10-02........6/11/14 L-40.20-02........6/21/12
2676
M-1.20-03.........6/24/14 M-11.10-03........8/7/19 M-40.20-00...10/12/07
M-1.40-02.........6/3/11 M-12.10-01……6/28/18 M-40.30-01......7/11/17
M-1.60-02.........6/3/11 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-20.10-02........6/3/11 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-3.10-03.........6/3/11 M-20.30-04........2/29/16 M-60.20-02......6/27/11
M-3.20-02.........6/3/11 M-20.40-03........6/24/14 M-65.10-02......5/11/11
M-3.30-03.........6/3/11 M-20.50-02........6/3/11 M-80.10-01......6/3/11
M-3.40-03.........6/3/11 M-24.20-02.......4/20/15 M-80.20-00......6/10/08
M-3.50-02.........6/3/11 M-24.40-02.......4/20/15 M-80.30-00......6/10/08
M-5.10-02.........6/3/11 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
2677
Wage Rates
Federal Wage Determinations ................................................................................................... WA 20XXXXX
WA State Prevailing Wage Rates .......................................................................................................... SWR-1
Benefit Code Key .................................................................................................................................. BCK-1
Labor & Industries Policy Statement ....................................................................................................... LI-1
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10/14/2020 about:blank
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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: 10/14/2020
County Trade Job Classification Wage HolidayOvertime Note
*Risk
Class
Franklin Asbestos Abatement Workers Journey Level $42.54 5D 1H View
Franklin Boilermakers Journey Level $69.29 5N 1C View
Franklin Brick Mason Journey Level $51.84 5A 1M View
Franklin Building Service Employees Janitor $13.50 ¬1 View
Franklin Building Service Employees Shampooer $13.50 ¬1 View
Franklin Building Service Employees Waxer $13.50 1 View
Franklin Building Service Employees Window Cleaner $13.50 ¬1 View
Franklin Cabinet Makers (In Shop)Journey Level $13.50 ¬1 View
Franklin Carpenters Acoustical Worker $49.27 7E 4X 8N View
Franklin Carpenters Bridge, Dock & Wharf
Carpenter
$50.53 7E 4X 8N View
Franklin Carpenters Floor Layer & Floor Finisher $49.27 7E 4X 8N View
Franklin Carpenters Form Builder $49.27 7E 4X 8N View
Franklin Carpenters General Carpenter $49.27 7E 4X 8N View
Franklin Carpenters Heavy Construction Carpenter $54.48 7E 4X 9E View
Franklin Carpenters Scaffold/Shoring Erecting &
Dismantling
$54.48 7E 4X 8N View
Franklin Cement Masons Journey Level $46.83 7B 1N View
Franklin Divers & Tenders Assistant Tender $56.73 7E 4X View
Franklin Divers & Tenders Dive Supervisors $104.98 7E 4X View
Franklin Divers & Tenders Diver $103.48 7E 4X 8V View
Franklin Divers & Tenders Diver on Standby $60.42 7E 4X View
Franklin Divers & Tenders Diver Tender $59.42 7E 4X View
Franklin Divers & Tenders Diving Master $70.53 7E 4X View
Franklin Divers & Tenders Manifold Operator $59.42 7E 4X View
Franklin Divers & Tenders Manifold Operator Mixed Gas $63.42 7E 4X View
Franklin Divers & Tenders Remote Operated Vehicle
Operator
$59.42 7E 4X View
Franklin Divers & Tenders Remote Operated Vehicle
Tender/Technician
$56.73 7E 4X View
Franklin Divers & Tenders Surface RCV & ROV Operator $59.42 7E 4X View
SWR-1
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Franklin Dredge Workers Assistant Engineer $70.62 5D 3F View
Franklin Dredge Workers Assistant Mate (Deckhand) $70.07 5D 3F View
Franklin Dredge Workers Boatmen $70.62 5D 3F View
Franklin Dredge Workers Engineer Welder $71.97 5D 3F View
Franklin Dredge Workers Leverman, Hydraulic $73.41 5D 3F View
Franklin Dredge Workers Mates $70.62 5D 3F View
Franklin Dredge Workers Oiler $70.07 5D 3F View
Franklin Drywall Applicator Journey Level $49.27 7E 4X 8N View
Franklin Drywall Tapers Journey Level $44.38 7E 1P View
Franklin Electrical Fixture Maintenance
Workers
Journey Level $13.50 ¬1 View
Franklin Electricians - Inside Cable Splicer $69.59 5A 1E View
Franklin Electricians - Inside Journey Level $67.22 5A 1E View
Franklin Electricians - Inside Welder $71.97 5A 1E View
Franklin Electricians - Motor Shop Craftsman $15.37 ¬1 View
Franklin Electricians - Motor Shop Journey Level $14.69 ¬1 View
Franklin Electricians - Powerline
Construction
Cable Splicer $82.39 5A 4D View
Franklin Electricians - Powerline
Construction
Certified Line Welder $75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Groundperson $49.17 5A 4D View
Franklin Electricians - Powerline
Construction
Heavy Line Equipment
Operator
$75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Journey Level Lineperson $75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Line Equipment Operator $64.54 5A 4D View
Franklin Electricians - Powerline
Construction
Meter Installer $49.17 5A 4D 8W View
Franklin Electricians - Powerline
Construction
Pole Sprayer $75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Powderperson $56.49 5A 4D View
Franklin Electronic Technicians Journey Level $44.21 5I 1B View
Franklin Elevator Constructors Mechanic $97.31 7D 4A View
Franklin Elevator Constructors Mechanic In Charge $105.06 7D 4A View
Franklin Fabricated Precast Concrete
Products
Journey Level $13.50 ¬1 View
Franklin Fabricated Precast Concrete
Products
Journey Level - In-Factory
Work Only
$13.50 ¬1 View
Franklin Fence Erectors Fence Erector $42.54 7B 1M 8Z View
Franklin Fence Erectors Fence Erector $42.54 7B 1M 8Z View
Franklin Flaggers Journey Level $40.44 7B 1M 8Z View
Franklin Glaziers Journey Level $33.46 7L 4L View
Franklin Heat & Frost Insulators And
Asbestos Workers
Journey Level $55.24 5K 1U View
Franklin Heating Equipment Mechanics Journey Level $66.06 5A 1X View
Franklin Hod Carriers & Mason Tenders Journey Level $43.39 7B 1M 8Z View
Franklin Industrial Power Vacuum Journey Level $13.50 ¬1 View
10/14/2020 about:blank
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Cleaner
Franklin Inland Boatmen Journey Level $13.50 ¬1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Cleaner Operator, Foamer
Operator
$13.50 ¬1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Grout Truck Operator $13.50 ¬1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Head Operator $13.50 ¬1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Technician $13.50 ¬1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Tv Truck Operator $13.50 ¬1 View
Franklin Insulation Applicators Journey Level $49.27 7E 4X 8N View
Franklin Ironworkers Journeyman $64.91 7N 1O View
Franklin Laborers Air And Hydraulic Track Drill $43.08 7B 1M 8Z View
Franklin Laborers Asphalt Raker $43.08 7B 1M 8Z View
Franklin Laborers Asphalt Roller, Walking $42.81 7B 1M 8Z View
Franklin Laborers Brick Pavers $42.54 7B 1M 8Z View
Franklin Laborers Brush Hog Feeder $42.54 7B 1M 8Z View
Franklin Laborers Brush Machine $43.08 7B 1M 8Z View
Franklin Laborers Caisson Worker, Free AIr $43.08 7B 1M 8Z View
Franklin Laborers Carpenter Tender $42.54 7B 1M 8Z View
Franklin Laborers Cement Finisher Tender $42.81 7B 1M 8Z View
Franklin Laborers Cement Handler $42.54 7B 1M 8Z View
Franklin Laborers Chain Saw Operator & Faller $43.08 7B 1M 8Z View
Franklin Laborers Clean-up Laborer $42.54 7B 1M 8Z View
Franklin Laborers Compaction Equipment $42.81 7B 1M 8Z View
Franklin Laborers Concrete Crewman $42.54 7B 1M 8Z View
Franklin Laborers Concrete Saw, Walking $42.81 7B 1M 8Z View
Franklin Laborers Concrete Signalman $42.54 7B 1M 8Z View
Franklin Laborers Concrete Stack $43.08 7B 1M 8Z View
Franklin Laborers Confined Space Attendant $42.54 7B 1M 8Z View
Franklin Laborers Crusher Feeder $42.54 7B 1M 8Z View
Franklin Laborers Demolition $42.54 7B 1M 8Z View
Franklin Laborers Demolition Torch $42.81 7B 1M 8Z View
Franklin Laborers Dope Pot Fireman, Non-
mechanical
$42.81 7B 1M 8Z View
Franklin Laborers Driller Helper (when Required
To Move & Position Machine)
$42.81 7B 1M 8Z View
Franklin Laborers Drills With Dual Masts $43.36 7B 1M 8Z View
Franklin Laborers Dry Stack Walls $42.54 7B 1M 8Z View
Franklin Laborers Dumpman $42.54 7B 1M 8Z View
Franklin Laborers Erosion Control Laborer $42.54 7B 1M 8Z View
Franklin Laborers Final Detail Cleanup (i.e,
Dusting, Vacuuming, Window
$40.44 7B 1M 8Z View
10/14/2020 about:blank
about:blank 4/20
Cleaning; Not Construction
Debris Cleanup)
Franklin Laborers Firewatch $42.54 7B 1M 8Z View
Franklin Laborers Form Cleaning Machine Feeder,
Stacker
$42.54 7B 1M 8Z View
Franklin Laborers Form Setter, Paving $42.81 7B 1M 8Z View
Franklin Laborers General Laborer $42.54 7B 1M 8Z View
Franklin Laborers Grade Checker $45.07 7B 1M 8Z View
Franklin Laborers Grout Machine Header Tender $42.54 7B 1M 8Z View
Franklin Laborers Guard Rail $42.54 7B 1M 8Z View
Franklin Laborers Gunite $43.08 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
A)
$43.36 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
B)
$43.08 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
C)
$42.81 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
D)
$42.54 7B 1M 8Z View
Franklin Laborers Hdpe Or Similar Liner Installer $42.54 7B 1M 8Z View
Franklin Laborers High Scaler $43.08 7B 1M 8Z View
Franklin Laborers Jackhammer Operator Miner,
Class "b"
$42.81 7B 1M 8Z View
Franklin Laborers Laser Beam Operator $43.08 7B 1M 8Z View
Franklin Laborers Miner, Class "a" $42.54 7B 1M 8Z View
Franklin Laborers Miner, Class "c" $43.08 7B 1M 8Z View
Franklin Laborers Miner, Class "d" $43.36 7B 1M 8Z View
Franklin Laborers Monitor Operator, Air Track Or
Similar Mounting
$43.08 7B 1M 8Z View
Franklin Laborers Mortar Mixer $43.08 7B 1M 8Z View
Franklin Laborers Nipper $42.54 7B 1M 8Z View
Franklin Laborers Nozzleman $43.08 7B 1M 8Z View
Franklin Laborers Nozzleman, Water (to Include
Fire Hose), Air Or Steam
$42.81 7B 1M 8Z View
Franklin Laborers Pavement Breaker, 90 Lbs. &
Over
$43.08 7B 1M 8Z View
Franklin Laborers Pavement Breaker, Under 90
Lbs.
$42.81 7B 1M 8Z View
Franklin Laborers Pipelayer $43.08 7B 1M 8Z View
Franklin Laborers Pipelayer, Corrugated Metal
Culvert And Multi-plate.
$42.81 7B 1M 8Z View
Franklin Laborers Pipewrapper $43.08 7B 1M 8Z View
Franklin Laborers Plasterer Tenders $43.08 7B 1M 8Z View
Franklin Laborers Pot Tender $42.81 7B 1M 8Z View
Franklin Laborers Powderman $44.73 7B 1M 8Z View
Franklin Laborers Powederman Helper $42.81 7B 1M 8Z View
Franklin Laborers Power Buggy Operator $42.81 7B 1M 8Z View
Franklin Laborers Power Tool Operator, Gas,
Electric, Pneumatic
$42.81 7B 1M 8Z View
Franklin Laborers Railroad Equipment, Power $42.81 7B 1M 8Z View
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Driven, Except Dual Mobile
Franklin Laborers Railroad Power Spiker Or
Puller, Dual Mobile
$42.81 7B 1M 8Z View
Franklin Laborers Remote Equipment Operator $43.36 7B 1M 8Z View
Franklin Laborers Remote Equipment Operator
(i.e Compaction And
Demolition)
$42.81 7B 1M 8Z View
Franklin Laborers Rigger/signal Person $42.81 7B 1M 8Z View
Franklin Laborers Riprap Person $42.54 7B 1M 8Z View
Franklin Laborers Rodder & Spreader $42.81 7B 1M 8Z View
Franklin Laborers Sandblast Tailhoseman $42.54 7B 1M 8Z View
Franklin Laborers Scaffold Erector, Wood Or
Steel
$42.54 7B 1M 8Z View
Franklin Laborers Stake Jumper $42.54 7B 1M 8Z View
Franklin Laborers Structural Mover $42.54 7B 1M 8Z View
Franklin Laborers Tailhoseman (water Nozzle) $42.54 7B 1M 8Z View
Franklin Laborers Timber Bucker & Faller (by
Hand)
$42.54 7B 1M 8Z View
Franklin Laborers Track Laborer (rr) $42.54 7B 1M 8Z View
Franklin Laborers Traffic Control Laborer $40.44 7B 1M 9D View
Franklin Laborers Traffic Control Supervisor $41.44 7B 1M 9E View
Franklin Laborers Trencher, Shawnee $42.81 7B 1M 8Z View
Franklin Laborers Trenchless Technology
Technician
$43.08 7B 1M 8Z View
Franklin Laborers Truck Loader $42.54 7B 1M 8Z View
Franklin Laborers Tugger Operator $42.81 7B 1M 8Z View
Franklin Laborers Vibrators, All $43.08 7B 1M 8Z View
Franklin Laborers Wagon Drills $42.81 7B 1M 8Z View
Franklin Laborers Water Pipe Liner $42.81 7B 1M 8Z View
Franklin Laborers Welder, Electrical, Manual Or
Automatic (hdpe Or Similar
Pipe And Liner)
$43.36 7B 1M 8Z View
Franklin Laborers Well-point Person $42.54 7B 1M 8Z View
Franklin Laborers Wheelbarrow, Power Driven $42.81 7B 1M 8Z View
Franklin Laborers - Underground Sewer
& Water
General Laborer & Topman $42.54 7B 1M 8Z View
Franklin Laborers - Underground Sewer
& Water
Pipe Layer $43.08 7B 1M 8Z View
Franklin Landscape Construction Landscape Laborer $40.44 7B 1M 9D View
Franklin Landscape Construction Landscape Operator $48.95 7B 4W 9A View
Franklin Landscape Maintenance Groundskeeper $15.09 ¬1 View
Franklin Lathers Journey Level $49.27 7E 4X 8N View
Franklin Marble Setters Journey Level $51.84 5A 1M View
Franklin Metal Fabrication (In Shop)Fitter $13.50 ¬1 View
Franklin Metal Fabrication (In Shop)Laborer $13.50 ¬1 View
Franklin Metal Fabrication (In Shop)Machine Operator $13.50 ¬1 View
Franklin Metal Fabrication (In Shop)Painter $13.50 ¬1 View
Franklin Metal Fabrication (In Shop)Welder $13.50 ¬1 View
Franklin Millwright Journey Level $66.83 7E 4X 8N View
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Franklin Modular Buildings Journey Level $13.50 ¬1 View
Franklin Painters Commercial Painter $36.87 6Z 1W View
Franklin Painters Industrial Painter $45.37 6Z 1W 9D View
Franklin Pile Driver General Pile Driver $50.53 7E 4X 8N View
Franklin Pile Driver Heavy Construction Pile Driver $55.73 7E 4X 9E View
Franklin Plasterers Journey Level $46.51 7K 1N View
Franklin Playground & Park Equipment
Installers
Journey Level $13.50 ¬1 View
Franklin Plumbers & Pipefitters Journey Level $85.00 6Z 1Q View
Franklin Power Equipment Operators A-frame Truck (2 Or More
Drums)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators A-frame Truck (single Drum) $48.18 7B 4W 9A View
Franklin Power Equipment Operators Asphalt Plant Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators Assistant Plant Operator,
Fireman Or Pugmixer (asphalt)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Assistant Refrigeration Plant &
Chiller Operator (over 1000
Ton)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Assistant Refrigeration Plant
(under 1000 Ton)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Automatic Subgrader (ditches
& Trimmers)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Backfillers (cleveland &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Backhoe & Hoe Ram (under
3/4 Yd.)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (45,000 Gw & Under) $49.11 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (45,000 Gw To
110,000 Gw)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (over 110,000 Gw) $49.66 7B 4W 9A View
Franklin Power Equipment Operators Backhoes & Hoe Ram (3 Yds &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Backhoes & Hoe Ram (3/4 Yd.
To 3 Yd.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Bagley Or Stationary Scraper $48.18 7B 4W 9A View
Franklin Power Equipment Operators Batch & Wet Mix Operator
(multiple Units, 2 & Incl. 4)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Batch Plant & Wet Mix
Operator, Single Unit
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Batch Plant (over 4 Units) $49.39 7B 4W 9A View
Franklin Power Equipment Operators Belt Finishing Machine $48.18 7B 4W 9A View
Franklin Power Equipment Operators Belt Loader (kocal Or Similar) $48.79 7B 4W 9A View
Franklin Power Equipment Operators Belt-crete Conveyors With
Power Pack Or Similar
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Bending Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators Bit Grinders $47.86 7B 4W 9A View
Franklin Power Equipment Operators Blade (finish & Bluetop),
Automatic, Cmi, Abc, Finish
Athey & Huber & Similar When
Used As Automatic
$49.66 7B 4W 9A View
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Franklin Power Equipment Operators Blade Operator (motor Patrol
& Attachments)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Blower Operator (cement) $48.18 7B 4W 9A View
Franklin Power Equipment Operators Boat Operator $47.86 7B 4W 9A View
Franklin Power Equipment Operators Bob Cat (skid Steer) $48.79 7B 4W 9A View
Franklin Power Equipment Operators Bolt Threading Machine $47.86 7B 4W 9A View
Franklin Power Equipment Operators Boom Cats (side) $49.39 7B 4W 9A View
Franklin Power Equipment Operators Boring Machine (earth) $48.79 7B 4W 9A View
Franklin Power Equipment Operators Boring Machine (Rock Under 8
inch Bit - Quarry Master, Joy
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Bump Cutter (wayne, Saginau
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Cableway Controller
(dispatcher)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Cableway Operators $49.66 7B 4W 9A View
Franklin Power Equipment Operators Canal Lining Machine
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Carrydeck & Boom Truck
(under 25 Tons)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Cement Hog $48.18 7B 4W 9A View
Franklin Power Equipment Operators Chipper (without Crane)
Cleaning & Doping Machine
(pipeline)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Clamshell, Dragline $50.76 7B 4W 9A View
Franklin Power Equipment Operators Compactor (self-propelled
With Blade)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Compressor (2000 Cfm Or
Over, 2 Or More, Gas Diesel Or
Electric Power)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Compressors (under 2000 Cfm,
Gas, Diesel Or Electric Power)
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Concrete Cleaning /
Decontamination Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Concrete Pump Boon Truck $49.39 7B 4W 9A View
Franklin Power Equipment Operators Concrete Pumps (squeeze-
crete, Flow-crete, Whitman &
Similar)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Concrete Saw (multiple Cut) $48.18 7B 4W 9A View
Franklin Power Equipment Operators Concrete Slip Form Paver $49.39 7B 4W 9A View
Franklin Power Equipment Operators Conveyor Aggregate Delivery
Systems (c.a.d.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Crane Oiler- Driver (cdl
Required) & Cable Tender,
Mucking Machine
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Cranes (100 to 299 Tons) And
All Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$51.26 7B 4W 9A View
Franklin Power Equipment Operators Cranes (25 Tons & Under), All
Attachments Incl. Clamshell,
Dragline
$49.11 7B 4W 9A View
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Franklin Power Equipment Operators Cranes (25 Tons To And
Including 45 Tons), All
Attachments Incl. Clamshell,
Dragline
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Cranes (300 Tons and Over)
And All Climbing, Overhead,
Rail & Tower. All Attachments
Incl.
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Cranes (45 Tons To 85 Tons),
All Attachments Incl.
Clamshell And Dragline
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Cranes (86 to 99 Tons) And All
Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$50.76 7B 4W 9A View
Franklin Power Equipment Operators Crusher Feeder $47.86 7B 4W 9A View
Franklin Power Equipment Operators Crusher, Grizzle & Screening
Plant Operator
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Curb Extruder (asphalt Or
Concrete)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Deck Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators Deck Hand $47.86 7B 4W 9A View
Franklin Power Equipment Operators Derricks & Stifflegs (65 Tons &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Derricks & Stifflegs (under 65
Tons)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Distributor Leverman $48.18 7B 4W 9A View
Franklin Power Equipment Operators Ditch Witch Or Similar $48.18 7B 4W 9A View
Franklin Power Equipment Operators Dope Pots (power Agitated $48.18 7B 4W 9A View
Franklin Power Equipment Operators Dozer / Tractor (up To D-6 Or
Equivalent) And Traxcavator
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Dozer / Tractors (d-6 &
Equivalent & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Dozer, 834 R/t & Similar $49.39 7B 4W 9A View
Franklin Power Equipment Operators Drill Doctor $49.39 7B 4W 9A View
Franklin Power Equipment Operators Driller Licensed $50.76 7B 4W 9A View
Franklin Power Equipment Operators Drillers Helper $47.86 7B 4W 9A View
Franklin Power Equipment Operators Drilling Equipment (8 inch Bit
& Over - Robbins, Reverse
Circulation & Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Drills (churn, Core, Calyx Or
Diamond)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Elevating Belt (holland Type) $49.66 7B 4W 9A View
Franklin Power Equipment Operators Elevating Belt-type Loader
(euclid, Barber Green &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Elevating Grader-type Loader
(dumor, Adams Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Elevator Hoisting Materials $48.18 7B 4W 9A View
Franklin Power Equipment Operators Equipment Serviceman,
Greaser & Oiler
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Fireman & Heater Tender $47.86 7B 4W 9A View
Franklin Power Equipment Operators Fork Lift Or Lumber Stacker, $48.18 7B 4W 9A View
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Hydra-life & Similar
Franklin Power Equipment Operators Generator Plant Engineers
(diesel Or Electric)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Gin Trucks (pipeline) $48.18 7B 4W 9A View
Franklin Power Equipment Operators Grade Checker $49.11 7B 4W 9A View
Franklin Power Equipment Operators Gunite Combination Mixer &
Compressor
$48.79 7B 4W 9A View
Franklin Power Equipment Operators H.d. Mechanic $49.66 7B 4W 9A View
Franklin Power Equipment Operators H.d. Welder $49.66 7B 4W 9A View
Franklin Power Equipment Operators Heavy Equipment Robotics
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Helicopter Pilot $50.76 7B 4W 9A View
Franklin Power Equipment Operators Helper, Mechanic Or Welder,
H.D
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Hoe Ram $49.11 7B 4W 9A View
Franklin Power Equipment Operators Hoist (2 Or More Drums Or
Tower Hoist)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Hoist, Single Drum $48.18 7B 4W 9A View
Franklin Power Equipment Operators Hydraulic Platform Trailers
(goldhofer, Shaurerly And
Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Hydro-seeder, Mulcher,
Nozzleman
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Lime Batch Tank Operator
(recycle Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Lime Brain Operator (recycle
Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Loader (360 Degrees Revolving
Koehring Scooper Or Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Loader Operator (front-end &
Overhead, 4 Yds. Incl. 8 Yds.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Loaders (bucket Elevators And
Conveyors)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead & Front-
end, Over 8 Yds. To 10 Yds.)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead & Front-
end, Under 4 Yds.. R/t)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead And Front-
end, 10 Yds. & Over)
$50.76 7B 4W 9A View
Franklin Power Equipment Operators Locomotive Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators Longitudinal Float $48.18 7B 4W 9A View
Franklin Power Equipment Operators Master Environmental
Maintenance Technician
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Mixer (portable - Concrete) $48.18 7B 4W 9A View
Franklin Power Equipment Operators Mixermobile $48.79 7B 4W 9A View
Franklin Power Equipment Operators Mobile Crusher Operator
(recycle Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Mucking Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators Multiple Dozer Units With
Single Blade
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Pavement Breaker, Hydra- $48.18 7B 4W 9A View
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hammer & Similar
Franklin Power Equipment Operators Paving (dual Drum) $49.11 7B 4W 9A View
Franklin Power Equipment Operators Paving Machine (asphalt And
Concrete)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Piledriving Engineers $49.11 7B 4W 9A View
Franklin Power Equipment Operators Plant Oiler $47.86 7B 4W 9A View
Franklin Power Equipment Operators Posthole Auger Or Punch $48.79 7B 4W 9A View
Franklin Power Equipment Operators Power Broom $48.18 7B 4W 9A View
Franklin Power Equipment Operators Pump (grout Or Jet) $48.79 7B 4W 9A View
Franklin Power Equipment Operators Pumpman $47.86 7B 4W 9A View
Franklin Power Equipment Operators Quad-track Or Similar
Equipment
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Railroad Ballast Regulation
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Railroad Power Tamper
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Railroad Tamper Jack Operator
(self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Railroad Track Liner Operator
(self-propelled)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Refrigeration Plant Engineer
(1000 Tons & Over)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Refrigeration Plant Engineer
(under 1000 Ton)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Rollerman (finishing Asphalt
Pavement)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Rollers, All Types On Subgrade,
Including Seal And Chip
Coating (farm Type, Case,
John Deere And Similar,or
Compacting Vibrator), Except
When Pulled B
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Roto Mill (pavement Grinder) $49.39 7B 4W 9A View
Franklin Power Equipment Operators Rotomill Groundsman $48.95 7B 4W 9A View
Franklin Power Equipment Operators Rubber-tired Scrapers
(multiple Engine With Three Or
More Scrapers)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Rubber-tired Skidders (r/t
With Or Without Attachments)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Scrapers, All, Rubber-tired $49.39 7B 4W 9A View
Franklin Power Equipment Operators Screed Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators Shovels (3 Yds. & Over) $49.66 7B 4W 9A View
Franklin Power Equipment Operators Shovels (under 3 Yds.) $49.39 7B 4W 9A View
Franklin Power Equipment Operators Signalman (whirleys, Highline,
Hammerheads Or Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Soil Stabilizer (p & H Or
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Spray Curing Machine
(concrete)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Spreader Box (self-propelled) $48.18 7B 4W 9A View
Franklin Power Equipment Operators Spreader Machine $48.79 7B 4W 9A View
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Franklin Power Equipment Operators Steam Cleaner $47.86 7B 4W 9A View
Franklin Power Equipment Operators Straddle Buggy (ross & Similar
On Construction Job Only)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Surface Heater & Planer
Machine
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Tractor (farm Type R/t With
Attachments, Except Backhoe)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Traverse Finish Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators Trenching Machines (7 Ft.
Depth & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Trenching Machines (under 7
Ft. Depth Capacity)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Tug Boat Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators Tugger Operator $48.18 7B 4W 9A View
Franklin Power Equipment Operators Turnhead (with Re-screening) $48.95 7B 4W 9A View
Franklin Power Equipment Operators Turnhead Operator $48.79 7B 4W 9A View
Franklin Power Equipment Operators Ultra High Pressure Wateriet
Cutting Tool System Operator,
(30,000 Psi)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Vactor Guzzler, Super Sucker $49.39 7B 4W 9A View
Franklin Power Equipment Operators Vacuum Blasting Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Vacuum Drill (reverse
Circulation Drill Under 8 Inch
Bit)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Welding Machine $47.86 7B 4W 9A View
Franklin Power Equipment Operators Whirleys & Hammerheads, All $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
A-frame Truck (2 Or More
Drums)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
A-frame Truck (single Drum) $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Asphalt Plant Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Plant Operator,
Fireman Or Pugmixer (asphalt)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Refrigeration Plant &
Chiller Operator (over 1000
Ton)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Refrigeration Plant
(under 1000 Ton)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Automatic Subgrader (ditches
& Trimmers)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backfillers (cleveland &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe & Hoe Ram (under
3/4 Yd.)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (45,000 Gw & Under) $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (45,000 Gw To
110,000 Gw)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (over 110,000 Gw) $49.66 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoes & Hoe Ram (3 Yds &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoes & Hoe Ram (3/4 Yd.
To 3 Yd.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bagley Or Stationary Scraper $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch & Wet Mix Operator
(multiple Units, 2 & Incl. 4)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch Plant & Wet Mix
Operator, Single Unit
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch Plant (over 4 Units) $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt Finishing Machine $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt Loader (kocal Or Similar) $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt-crete Conveyors With
Power Pack Or Similar
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bending Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bit Grinders $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blade (finish & Bluetop),
Automatic, Cmi, Abc, Finish
Athey & Huber & Similar When
Used As Automatic
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blade Operator (motor Patrol
& Attachments)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blower Operator (cement) $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boat Operator $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bob Cat (skid Steer) $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bolt Threading Machine $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boom Cats (side) $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boring Machine (earth) $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boring Machine (Rock Under 8
inch Bit - Quarry Master, Joy
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bump Cutter (wayne, Saginau
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cableway Controller
(dispatcher)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cableway Operators $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Canal Lining Machine
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-Carrydeck & Boom Truck $49.11 7B 4W 9A View
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Underground Sewer & Water (under 25 Tons)
Franklin Power Equipment Operators-
Underground Sewer & Water
Cement Hog $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Chipper (without Crane)
Cleaning & Doping Machine
(pipeline)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Clamshell, Dragline $50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compactor (self-propelled
With Blade)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compressor (2000 Cfm Or
Over, 2 Or More, Gas Diesel Or
Electric Power)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compressors (under 2000 Cfm,
Gas, Diesel Or Electric Power)
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Cleaning /
Decontamination Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Pump Boon Truck $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Pumps (squeeze-
crete, Flow-crete, Whitman &
Similar)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Saw (multiple Cut) $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Slip Form Paver $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Conveyor Aggregate Delivery
Systems (c.a.d.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Crane Oiler- Driver (cdl
Required) & Cable Tender,
Mucking Machine
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (100 to 299 Tons) And
All Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$51.26 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (25 Tons & Under), All
Attachments Incl. Clamshell,
Dragline
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (25 Tons To And
Including 45 Tons), All
Attachments Incl. Clamshell,
Dragline
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (300 Tons and Over)
And All Climbing, Overhead,
Rail & Tower. All Attachments
Incl.
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (45 Tons To 85 Tons),
All Attachments Incl.
Clamshell And Dragline
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (86 to 99 Tons) And All
Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Crusher Feeder $47.86 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Crusher, Grizzle & Screening
Plant Operator
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Curb Extruder (asphalt Or
Concrete)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Deck Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Deck Hand $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Derricks & Stifflegs (65 Tons &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Derricks & Stifflegs (under 65
Tons)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Distributor Leverman $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Ditch Witch Or Similar $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dope Pots (power Agitated $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer / Tractor (up To D-6 Or
Equivalent) And Traxcavator
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer / Tractors (d-6 &
Equivalent & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer, 834 R/t & Similar $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drill Doctor $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Driller Licensed $50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drillers Helper $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drilling Equipment (8 inch Bit
& Over - Robbins, Reverse
Circulation & Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drills (churn, Core, Calyx Or
Diamond)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Belt (holland Type) $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Belt-type Loader
(euclid, Barber Green &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Grader-type Loader
(dumor, Adams Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevator Hoisting Materials $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Equipment Serviceman,
Greaser & Oiler
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Fireman & Heater Tender $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Fork Lift Or Lumber Stacker,
Hydra-life & Similar
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Generator Plant Engineers
(diesel Or Electric)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-Gin Trucks (pipeline) $48.18 7B 4W 9A View
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Underground Sewer & Water
Franklin Power Equipment Operators-
Underground Sewer & Water
Grade Checker $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Gunite Combination Mixer &
Compressor
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
H.d. Mechanic $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
H.d. Welder $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Heavy Equipment Robotics
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Helicopter Pilot $50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Helper, Mechanic Or Welder,
H.D
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoe Ram $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoist (2 Or More Drums Or
Tower Hoist)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoist, Single Drum $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hydraulic Platform Trailers
(goldhofer, Shaurerly And
Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hydro-seeder, Mulcher,
Nozzleman
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Lime Batch Tank Operator
(recycle Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Lime Brain Operator (recycle
Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loader (360 Degrees Revolving
Koehring Scooper Or Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loader Operator (front-end &
Overhead, 4 Yds. Incl. 8 Yds.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (bucket Elevators And
Conveyors)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead & Front-
end, Over 8 Yds. To 10 Yds.)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead & Front-
end, Under 4 Yds.. R/t)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead And Front-
end, 10 Yds. & Over)
$50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Locomotive Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Longitudinal Float $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Master Environmental
Maintenance Technician
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Mixer (portable - Concrete) $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Mixermobile $48.79 7B 4W 9A View
Franklin Power Equipment Operators-Mobile Crusher Operator $49.39 7B 4W 9A View
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Underground Sewer & Water (recycle Train)
Franklin Power Equipment Operators-
Underground Sewer & Water
Mucking Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Multiple Dozer Units With
Single Blade
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pavement Breaker, Hydra-
hammer & Similar
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Paving (dual Drum) $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Paving Machine (asphalt And
Concrete)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Piledriving Engineers $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Plant Oiler $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Posthole Auger Or Punch $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Power Broom $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pump (grout Or Jet) $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pumpman $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Quad-track Or Similar
Equipment
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Ballast Regulation
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Power Tamper
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Tamper Jack Operator
(self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Track Liner Operator
(self-propelled)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Refrigeration Plant Engineer
(1000 Tons & Over)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Refrigeration Plant Engineer
(under 1000 Ton)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rollerman (finishing Asphalt
Pavement)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rollers, All Types On Subgrade,
Including Seal And Chip
Coating (farm Type, Case,
John Deere And Similar,or
Compacting Vibrator), Except
When Pulled B
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Roto Mill (pavement Grinder) $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rotomill Groundsman $48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rubber-tired Scrapers
(multiple Engine With Three Or
More Scrapers)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-Rubber-tired Skidders (r/t $48.95 7B 4W 9A View
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Underground Sewer & Water With Or Without Attachments)
Franklin Power Equipment Operators-
Underground Sewer & Water
Scrapers, All, Rubber-tired $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Screed Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Shovels (3 Yds. & Over) $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Shovels (under 3 Yds.) $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Signalman (whirleys, Highline,
Hammerheads Or Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Soil Stabilizer (p & H Or
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spray Curing Machine
(concrete)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spreader Box (self-propelled) $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spreader Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Steam Cleaner $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Straddle Buggy (ross & Similar
On Construction Job Only)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Surface Heater & Planer
Machine
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tractor (farm Type R/t With
Attachments, Except Backhoe)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Traverse Finish Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Trenching Machines (7 Ft.
Depth & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Trenching Machines (under 7
Ft. Depth Capacity)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tug Boat Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tugger Operator $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Turnhead (with Re-screening) $48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Turnhead Operator $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Ultra High Pressure Wateriet
Cutting Tool System Operator,
(30,000 Psi)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vactor Guzzler, Super Sucker $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vacuum Blasting Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vacuum Drill (reverse
Circulation Drill Under 8 Inch
Bit)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Welding Machine $47.86 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Whirleys & Hammerheads, All $49.66 7B 4W 9A View
Franklin Power Line Clearance Tree
Trimmers
Journey Level In Charge $53.10 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Spray Person $50.40 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Tree Equipment Operator $53.10 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Tree Trimmer $47.48 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Tree Trimmer Groundperson $36.10 5A 4A View
Franklin Refrigeration & Air Conditioning
Mechanics
Journey Level $85.00 6Z 1Q View
Franklin Residential Brick Mason Journey Level $28.42 ¬1 View
Franklin Residential Carpenters Journey Level $21.60 ¬1 View
Franklin Residential Cement Masons Journey Level $46.83 7B 1N View
Franklin Residential Drywall Applicators Journey Level $20.46 ¬1 View
Franklin Residential Drywall Tapers Journey Level $19.32 ¬1 View
Franklin Residential Electricians Journey Level $22.73 ¬1 View
Franklin Residential Glaziers Journey Level $23.10 ¬1 View
Franklin Residential Insulation
Applicators
Journey Level $14.86 ¬1 View
Franklin Residential Laborers Journey Level $13.64 ¬1 View
Franklin Residential Marble Setters Journey Level $28.42 ¬1 View
Franklin Residential Painters Journey Level $13.50 ¬1 View
Franklin Residential Plumbers &
Pipefitters
Journey Level $29.71 ¬1 View
Franklin Residential Refrigeration & Air
Conditioning Mechanics
Journey Level $13.50 ¬1 View
Franklin Residential Sheet Metal Workers Journey Level (Field or Shop) $47.89 5A 1X View
Franklin Residential Soft Floor Layers Journey Level $23.11 5A 1N View
Franklin Residential Sprinkler Fitters
(Fire Protection)
Journey Level $13.50 ¬1 View
Franklin Residential Stone Masons Journey Level $28.42 ¬1 View
Franklin Residential Terrazzo Workers Journey Level $14.86 ¬1 View
Franklin Residential Terrazzo/Tile
Finishers
Journey Level $14.86 ¬1 View
Franklin Residential Tile Setters Journey Level $19.23 ¬1 View
Franklin Roofers Irritable Bituminous Roofer $44.91 7G 4I View
Franklin Roofers Journeyman Roofer,
Waterproofer, Kettleman
$41.91 7G 4I View
Franklin Sheet Metal Workers Journey Level (Field or Shop) $66.06 5A 1X View
Franklin Sign Makers & Installers
(Electrical)
Journey Level $14.65 ¬1 View
Franklin Sign Makers & Installers (Non-
Electrical)
Journey Level $14.65 ¬1 View
Franklin Soft Floor Layers Journey Level $51.07 5A 3J View
Franklin Solar Controls For Windows Journey Level $13.50 ¬1 View
Franklin Sprinkler Fitters (Fire Journey Level $60.34 7J 1R View
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Protection)
Franklin Stage Rigging Mechanics (Non
Structural)
Journey Level $13.50 ¬1 View
Franklin Stone Masons Journey Level $51.84 5A 1M View
Franklin Street And Parking Lot Sweeper
Workers
Journey Level $14.00 ¬1 View
Franklin Surveyors All Classifications $23.49 0 1 View
Franklin Telecommunication Technicians Journey Level $44.21 5I 1B View
Franklin Telephone Line Construction -
Outside
Cable Splicer $41.81 5A 2B View
Franklin Telephone Line Construction -
Outside
Hole Digger/Ground Person $23.53 5A 2B View
Franklin Telephone Line Construction -
Outside
Installer (Repairer) $40.09 5A 2B View
Franklin Telephone Line Construction -
Outside
Special Aparatus Installer I $41.81 5A 2B View
Franklin Telephone Line Construction -
Outside
Special Apparatus Installer II $40.99 5A 2B View
Franklin Telephone Line Construction -
Outside
Telephone Equipment Operator
(Heavy)
$41.81 5A 2B View
Franklin Telephone Line Construction -
Outside
Telephone Equipment Operator
(Light)
$38.92 5A 2B View
Franklin Telephone Line Construction -
Outside
Telephone Lineperson $38.92 5A 2B View
Franklin Telephone Line Construction -
Outside
Television Groundperson $22.32 5A 2B View
Franklin Telephone Line Construction -
Outside
Television Lineperson/Installer $29.60 5A 2B View
Franklin Telephone Line Construction -
Outside
Television System Technician $35.20 5A 2B View
Franklin Telephone Line Construction -
Outside
Television Technician $31.67 5A 2B View
Franklin Telephone Line Construction -
Outside
Tree Trimmer $38.92 5A 2B View
Franklin Terrazzo Workers Journey Level $43.61 5A 1M View
Franklin Tile Setters Journey Level $43.61 5A 1M View
Franklin Tile, Marble & Terrazzo
Finishers
Journey Level $35.73 5A 1M View
Franklin Traffic Control Stripers Journey Level $49.13 7A 1K View
Franklin Truck Drivers Asphalt Mix Over 20 Yards $49.70 5D 1V 8M View
Franklin Truck Drivers Asphalt Mix To 20 Yards $49.50 5D 1V 8M View
Franklin Truck Drivers Dump Truck $49.50 5D 1V 8M View
Franklin Truck Drivers Dump Truck & Trailer $49.70 5D 1V 8M View
Franklin Truck Drivers Other Trucks $49.39 5D 1V 8M View
Franklin Truck Drivers - Ready Mix Transit Mixers 20 yards and
under
$49.70 5D 1V 8M View
Franklin Truck Drivers - Ready Mix Transit Mixers over 20 yards $50.04 5D 1V 8M View
Franklin Well Drillers & Irrigation Pump
Installers
Irrigation Pump Installer $18.45 ¬1 View
Franklin Well Drillers & Irrigation Pump
Installers
Oiler $13.50 ¬1 View
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Franklin Well Drillers & Irrigation Pump
Installers
Well Driller $18.00 ¬1 View
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Miscellaneous
Required Contract Provisions ..................................................................................................... FHWA-1273
WSDOT
Standard Drawings
Standard Drawings Checklist
WSDOT STANDARD DRAWINGS
PROJECT Signage & Striping at Road 68/Burden Blvd
PROJECT # 20008, FEDERAL AID NO. STPUL-3515(010)
CONTACT Michael D. Uhlman, PE
SECTION G SIGNS AND SIGN SUPPORTS
X G-30.10-04
Sign Installation on Signal and Light
Standards
X G-90.10-03 Overhead Sign Bracing and Mounting
SECTION J ILLUMINATION, SIGNALS, and ITS
X J-26.10-03 Traffic Signal Standard Foundation
X J-40.10-04
Locking Lid Standard Junction Box
Types 1 & 2
SECTION M SIGNAGE AND STRIPING
X M-3.40-03 Driveway Approaches
X M-20.10-02 Cement Concrete Curbs
X M-24.20-01 Cul-De-Sac
X M-24.60-04
Typical Street Sections – Arterial and
Collector
X M-80.10-01 Type 1 Catch Basin
X M-80.30-00 Type 2 Catch Basin
....1
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SIGNAL
STANDARD
SIGNAL
1'-0' MIN. X/4
2'-6" MAX.
X = 4' -0" OR LESS
ALUMINUM
WINDBEAM
(TYP.)
X/4 6"
MIN.
' : ----~----~-------
'
LEVEL
MAST ARM BASE
1'-0' MIN. 1'-0"
2'-6" MAX.
BACK OF SIGN PANEL
VIEW-LOOKING FROM BACK
X = MORE THAN 4' -0" BUT NOT MORE THAN 8' -0"
ALUMINUM r WINDBEAM
I I (TYP.)
X/2
1'-0" 6"
MIN.
SIGNAL HEAD
BACK PLATE
SIGNAL HEAD /v BACK PLATE
rq i, ~\ ~ "' ~
I ·~ ' ' A I \ I "!J~ : ------- ----
STANDARD ~f--~"""-..;.--"""~
' !
I
! p
SIGNAL
STANDARD
I
I
I
g ~ .. . . . ~ ., ' ,-'r. -}~.-. -=.·.-:..·.-=-··=·· -·-· -------+------r~ ·i ~rn ___ .
l ~~
MAST ARM BASE
' I~ I LJ----__ ,----
1 ·r·-=.·~.-~-~--~ :T, 1+\ . :
I q !
I I
ip ! p
L '.J-L .J-
~ BACK OF SIGN PANEL
VIEW-LOOKING FROM BACK
X = MORE THAN 8' -0"
I 1'-0' MIN. 1'-0"
EQUALLYS~ ~ ~
I 2'-6" MAX.
I I I I
I ,
LEVEL
1'-0"
I
'
j
6"
MIN.
SIGNAL HEAD
K PLATE rBAC
I \ d ! \cl d) \9! Rl f\ ~r-........,_ I I I . 6 lp y ,. r"'_ ~ : : ----------
I
\~' 1!)1 ----~-----1---
I -----------;-ft ,_-1-----I I
~ r - - - 1 .. t ~ I 1 I
-------=-----=-----=-------~-----. --:.i,i \ - --_J I
MAST ARM
' 1 I~------~~-----------
---------------~-~ I RJ'"Y _____
I -----'. ''' ' I ' I I I
\fl" U1 l: ! p !p ! p j -'\ ,.!,; '--. .l-'-ll: LEVEL
I I I
\_ lMNDBEAM
I I
I I I I I
I MAST ARM BASE
I BACK OF SIGN PANEL
~ (TYP.)
VIEW-LOOKING FROM BACK
MAST ARM-MOUNTED STREET NAME SIGNS
s• (SEE NOTE 2)
I .---..
I
I
DETAIL 0
TYPICAL FOR EACH CONNECTION
BACK OF SIGN PANEL
STEEL STRAP
WINDBEAM
NOTES
1. Mounting brackets with steel straps shall be a stainless
steel band and buckle system product or an approved
equal. Mounting brackets shall be universal channel
clamps; steel straps shall be 3/4" (in) wide and
0.030" (in) thick.
2. All si_gns i_nstalled on ma~t arms or standards (poles)
requ1re wmdbeams. All s1gns shall be installed with
horizontal edges level. A skewed windbeam is required
only when the sign is mounted within 12" (in) of the
mast arm base (see Detaii"A").
3. The street name sign shall be a maximum of 36 square
feet and the sign height is a maximum of 3' (ft); signs
larger than 36 square feet require a special design
mast arm and signal pole.
3/16" (IN) ALUMINUM
RIVET (TYP.) -4" (IN)
MAX. SPACING
BACK OF SIGN PANEL
UNIVERSAL CHANNEL
CLAMP (SEE NOTE 1)
SIGN INSTALLATION
ON SIGNAL AND
LIGHT STANDARDS
STANDARD PLAN G-30.10-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
TYPICAL MAST ARM INSTALLATION ... Washington State Department of Transportation
....1
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DIMENSIONS
A B
3'-0" 9"
4'-0" 1'-0"
A
ALUMINUM
WIND BEAM
---------~--:: -----------------r
-------·~· ---------~
! B ________ L
BACK OF SIGN PANEL
0 .....
0
N
6 _z
~:s :!:a..
= c '7a::
r--j3
z
~
!/)
w w rn
SIGNAL OR LIGHT STANDARD
I
I
>-LO
N
c:i
------
;;;
N
c:i
------
'
II ;;;
N
c:i >-
------
;;;
N
c:i
LEVEL
0 .....
0
N
6
z z
::5 ~ a..
0 c
' a::
f-.. i3 z
o(
1-
!/)
w w rn
4' 0" MAX -
ric
-~-
I
I
I
-I:.
-I:"
I
I
I
-----------r
I
I
I
--
r
I
I
I
~
lrALU WIN
I
---
MINUM
DBEAM
MOUNTING BRACKET
AND STEEL STRAP
(SEE NOTE 1)
--------------
---1 1" (TYP.)
---
~
BAG K OF SIGN PANEL
SIGNAL OR UGH
SIGNAL OR LIGHT
STANDARD
T STANDARD (REFER TO
P DRAWINGS FOR v APPROVED SHO
MAXIMUM ALLO WED SQUARE FOOTAGE)
"
SIGN INSTALLATION ON SIGNAL OR LIGHT STANDARD
DIMENSIONS
X y c D
3'-0" 2'-6" 1'-0" 6"
3'-0" 3'-0" 1'-0" 6"
3'-0" 4'-0" 1'-3" 9"
4'-0" 2'-6" 1'-3" 9"
NOTE:
Any Lane Use Sign greater than 7.5 sq ft.
requires a Special Design Mast Arm
and Signal Pole.
y
LEVEL
I. X
I
I
I
I
I
~! ' . ' · rv IIIII " ' II •II II II
' I ' ' '
I
I
I
I
I
I I . .
I I
.I a.:
~
.....
t
/ v MOUNTING BRACKET
AND STEEL STRAP
(SEE NOTE 1)
!~
~
~ BACK OF SIGN PANEL
~ ..
C---j-Di D-j--c--
MAST ARM-MOUNTED LANE USE SIGNS
3/16" (IN) ALUMINUM
RIVET (TYP.)-4" (IN)
MAX. SPACING
SIGN PANEL
SECTION 0
SIGN INSTALLATION
ON SIGNAL AND
LIGHT STANDARDS
STANDARD PLAN G-30.10-04
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER
Washington State Department of Transportation
AND MOUNTING
OVERHEAD SIGN BRACING
STANDARD PLAN G-90.10-03
1.
2.
3.
NOTES
("X" ~ SEE CONTRACT)
SIGN WIDTH
(TYP.)
3' - 0" MAX.
1' - 0" MIN.2' - 6" MIN. ~ 3' - 6" MAX.SIGN HEIGHT("Y" ~ SEE CONTRACT)3" (TYP.)5"TOP
ELEVATION3"A
AA
*
SECTION
@ Z-BAR CONNECTION
PARTIAL VERTICAL BRACE
3"4"
WINDBEAM CONNECTION DETAIL
WINDBEAM
W4 × 13 STEEL
VERTICAL BRACE ~
ALUMINUM
POST CLIP ~
*ATTACH ON BOTH SIDES OF WIDE FLANGE STEEL POST
*3"3"5"W4 × 13 STEEL
VERTICAL BRACE ~*
4" (IN) SPACING (TYP.)
3/16" (IN) RIVETS ~
STAGGERED SPACING
3/16" (IN) RIVET (TYP.) ~ 4" (IN)
3" (IN) Z-BAR
SIGN PANEL
BACK OF
SIGN PANEL
3" (IN) Z-BARDRAWN BY: BILL BERENS(TYP.)
HOLE FOR 1/2" (IN) DIAM. BOLT
ALIGN OPENING WITH
(TYP.)
FLANGE EDGE
1/4" (IN) MIN. FROM
ACCESS OPENING ~
7/8" (IN) DIAM. MAX. TOOLING
ATTACH ON BOTH SIDES OF WIDE FLANGE STEEL POST
AND LOCKNUT (TYP.)
RECTANGULAR HEAD, WASHER,
BOLT WITH 1" (IN) × 5/8" (IN)
3/8" (IN) DIAM. × 1 3/4" (IN)
(SEE NOTE 3)
W4 × 13 STEEL (TYP.)
VERTICAL BRACE ~
(TYPICAL)
SPACING @ 6' - 0" MAX.
`EQUAL SPACING (TYP.)ASSEMBLY NOTES
AND (1) LOCKNUT
WITH (2) WASHERS
1/2" (IN) DIAM. BOLT
AND (1) LOCKNUT
WITH (2) WASHERS
1/2" (IN) DIAM. BOLT
Bolted parts shall fit solidly together.
be in a snug tight condition when assembled.
Fasteners and associated hardware shall
Bring all parts into full contact with each other.
All parts shall be plumb and square.
PANEL
LOWER SIGN
PANEL
UPPER SIGNWINDBEAM
HORIZONTAL SIGN PANEL SPLICE
4" (IN) STAGGERED SPACING
3/16" (IN) RIVETS (TYP.) ~
WINDBEAM DETAIL 2.50"0.3" (TYP.)(TYP.)
0.1" R.0.125"0.125"
0.725"0.65"0.35"
0.175" (TYP.)1.0"3.0"0.35"`sections for the Vertical Brace W4 × 13 steel.
For VMS mounting, the Contractor may substitute W6 × 12 steel or W8 × 13 steel
Overhead Sign Mounting details.
(Truss) for additional-90.30 (Monotube), or GStandard Plan G-90.20See
except as noted. Galvanize all non-stainless steel parts.
,Standard Specification Section 9-28.11hardware shall be stainless steel per
Windbeam and 3" (IN) Z-Bar are aluminum. All nuts, bolts, washers, and other
**
TOP OF SIGN PANEL OR VMS
(TYP.)
6-03.3(33)&6-02.3(17) K
STD. SPEC. SECTIONS
ACCORDANCE WITH
BOLT INASTM A325
FULLY TORQUED
FILL OPENING WITH
*BOLT MAY BE FIELD DRILLED
TOOLING ACCESS OPENING AND HOLE FOR 1/2" (IN) DIAM.
(TYP.)
WINDBEAM
(TYP.)
VERTICAL BRACE
*`Z-BAROFSTA TEOFWASHINGT
O
NPROFE
S
SIONAL ENGINEERREENIGNE LARUTCURTS
25470RICHARD P. ZEL
D
EN
R
UST
SHEET 1 OF 1 SHEET
STATE DESIGN ENGINEER
Washington State Department of Transportation
SHEET 1 OF 1 SHEET
Washington State Department of Transportation
‘FORM (CLASS 4000P)METAL PIPE STAY-IN-PLACECONCRETE CAST WITHIN A CORRUGATEDPLACEMENT DETAILS
AS REQUIRED ~ SEE
EARTH EMBANKMENT
EVENLY SPACED
8 - #8 BARS
GROUND SLOPE
1 MAX.
EARTH
UNDISTURBED
EXISTING GRADE
GROUND SLOPE
1 MAX.
EVENLY SPACED
8 - #8 BARS
CORRUGATED METAL PIPE
(TYP.)
UNDISTURBED EARTH
GLUE PVC STUBOUT)
WITH TOP OF FOUNDATION (DO NOT
CONDUIT COUPLING ~ INSTALL FLUSH
GLUE PVC STUBOUT)
WITH TOP OF FOUNDATION (DO NOT
CONDUIT COUPLING ~ INSTALL FLUSH
(TYP.)
LIMITS OF EXCAVATION 7"‘DRILLED SHAFT (CLASS 4000P)AGAINST UNDISTURBED EARTH,CONCRETE CAST DIRECTLY 1’ - 0" CENTERS
#4 HOOPS @
3’ - 0" OR 4’ - 0"
ROUND
1’ - 0"
(TYP.)
MIN.31
2 1/2" MAX.1 1/2" CLR.1’ - 6"2
CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH, DRILLED SHAFT
3’ - 0" SQUARE
OR 4’ - 0" ROUND
OR ROUND2 1/2" MAX.3" CLR.
(TYP.)CLR.3"1’ - 6"MAX.7"MAX.2
1
MAX.MAX.CLR.3"8.
7.
6.
5.
4.
3.
2.
1.
CONCRETE CAST WITHIN A CORRUGATED METAL PIPE STAY-IN-PLACE FORM1 1/2"CLR.DRAIN HOLE
GROUT W / 3/8"
STUD)
(ROUTE CONDUCTOR TO GROUNDING
COPPER ~ PROVIDE 3’ MIN. SLACK
INSULATED #4 AWG STRANDED
GROUNDING CONDUCTOR NON-
STUD)
(ROUTE CONDUCTOR TO GROUNDING
COPPER ~ PROVIDE 3’ MIN. SLACK
INSULATED #4 AWG STRANDED
GROUNDING CONDUCTOR NON-
3
2’ - 0"2 2’ - 0"2
31
2
5
5
POLE MANUFACTURER
PLATE SUPPLIED BY SIGNAL
ANCHOR BOLTS & ANCHOR
POLE MANUFACTURER
PLATE SUPPLIED BY SIGNAL
ANCHOR BOLTS & ANCHOR
SIGNAL POLE
SIGNAL POLE
1’ - 0" CENTERS
#4 HOOPS @
ALTERNATE # 1 ALTERNATE # 2
FOUNDATION REINFORCEMENT AND BACKFILL DETAILFOUNDATION REINFORCEMENT DETAIL
METAL (SUBSURFACE) FORM REQUIRED
ALTERNATE #2 - CONSTRUCTION METHOD
1000 PSF
1500 PSF
OR GREATER
2500 PSF
3’ - 0" ROUND
3’ - 0" SQUARE
4’ - 0" ROUND
3’ - 0" ROUND
3’ - 0" SQUARE
4’ - 0" ROUND
3’ - 0" ROUND
3’ - 0" SQUARE
4’ - 0" ROUND 6’ - 0"
6’ - 0"
6’ - 0"
7’ - 0"
7’ - 0"
8’ - 0"
8’ - 0"
8’ - 0"
10’ - 0"10’ - 0"
8’ - 0"
8’ - 0"
8’ - 0"
7’ - 0"
7’ - 0"
6’ - 0"
6’ - 0"
6’ - 0"6’ - 0"
6’ - 0"
7’ - 0"
7’ - 0"
7’ - 0"
9’ - 0"
9’ - 0"
9’ - 0"
11’ - 0"11’ - 0"
9’ - 0"
11’ - 0"
8’ - 0"
8’ - 0"
8’ - 0"
6’ - 0"
6’ - 0"
18’ - 0"15’ - 0"
10’ - 0"
10’ - 0"
13’ - 0"
8’ - 0"
8’ - 0"
9’ - 0"
7’ - 0"
7’ - 0"7’ - 0"
7’ - 0"
11’ - 0"
9’ - 0"
9’ - 0"
15’ - 0"
11’ - 0"
11’ - 0"
20’ - 0"
12’ - 0"
12’ - 0"
18’ - 0"
10’ - 0"
10’ - 0"
15’ - 0"
8’ - 0"
8’ - 0"
OR GREATER
2500 PSF
1500 PSF
1000 PSF
3’ - 0" ROUND
3’ - 0" SQUARE
4’ - 0" ROUND
3’ - 0" ROUND
3’ - 0" SQUARE
4’ - 0" ROUND
3’ - 0" ROUND
3’ - 0" SQUARE
4’ - 0" ROUND 9’ - 0"
9’ - 0"
9’ - 0"
10’ - 0"
10’ - 0"
11’ - 0"
SPECIAL FOUNDATION TYPE
SPECIAL FOUNDATION TYPE
SPECIAL FOUNDATION TYPE
11’ - 0"
10’ - 0"
10’ - 0"
9’ - 0"
9’ - 0"
9’ - 0"9’ - 0"
9’ - 0"
10’ - 0"
10’ - 0"
10’ - 0"
12’ - 0"14’ - 0"
11’ - 0"
11’ - 0"
12’ - 0"
9’ - 0"
9’ - 0"10’ - 0"
10’ - 0"
12’ - 0"
11’ - 0"
11’ - 0"
16’ - 0"18’ - 0"
12’ - 0"
12’ - 0"
14’ - 0"
10’ - 0"
10’ - 0"11’ - 0"
11’ - 0"
18’ - 0"
13’ - 0"
13’ - 0"
21’ - 0"
12’ - 0"12’ - 0"10’ - 0"9’ - 0"9’ - 0"9’ - 0"9’ - 0"4’ - 0" ROUND
3’ - 0" ROUND
4’ - 0" ROUND
3’ - 0" ROUND
4’ - 0" ROUND
3’ - 0" ROUND
9’ - 0"
10’ - 0"
11’ - 0"
9’ - 0"
10’ - 0"
11’ - 0"
10’ - 0"
14’ - 0"18’ - 0"
11’ - 0"
14’ - 0"16’ - 0"
13’ - 0"
21’ - 0"24’ - 0"
16’ - 0"
21’ - 0"23’ - 0"
18’ - 0"
28’ - 0"
SPECIAL FOUNDATION TYPE
SPECIAL FOUNDATION TYPE
OR GREATER
2500 PSF
1500 PSF
1000 PSF
3’ - 0" ROUND
4’ - 0" ROUND
3’ - 0" ROUND
4’ - 0" ROUND
3’ - 0" ROUND
4’ - 0" ROUND 6’ - 0"
6’ - 0"
7’ - 0"
8’ - 0"
8’ - 0"
10’ - 0"10’ - 0"
8’ - 0"
8’ - 0"
7’ - 0"
6’ - 0"
6’ - 0"6’ - 0"
7’ - 0"
7’ - 0"
11’ - 0"
9’ - 0"
11’ - 0"15’ - 0"
12’ - 0"
15’ - 0"
8’ - 0"
11’ - 0"
6’ - 0"7’ - 0"
13’ - 0"
10’ - 0"
18 - 0"
13’ - 0"
20’ - 0"25’ - 0"
14’ - 0"
21’ - 0"
13’ - 0"
18’ - 0"
9’ - 0"9’ - 0"
20’ - 0"
15’ - 0"
25’ - 0"
15’ - 0"
28’ - 0"
OR GREATER
2500 PSF
1500 PSF
1000 PSF
10’ - 0"
»¿FOR LATERAL BEARING PRESSURE = 2500 PSF & = 34, 1500 PSF & = 28, 1000 PS
»¿FOR LATERAL BEARING PRESSURE = 2500 PSF & = 23, 1500 PSF & = 18, 1000 PS
GROUND SLOPE = 3H : 1V OR FLATTER
TYPE
FOUNDATION
BEARING PRESSURE
ALLOWABLE LATERAL
700 BEARING PRESSURE
ALLOWABLE LATERAL
BEARING PRESSURE
ALLOWABLE LATERAL
BEARING PRESSURE
ALLOWABLE LATERAL
TYPE
FOUNDATION
TYPE
FOUNDATION
TYPE
FOUNDATION
700 900 1350 1500
1500135090026002300190015001350900700
GROUND SLOPE = 3H : 1V OR FLATTER
900 1350 1500 1900 2600 260023001900
260023001900
9’ - 0"
20’ - 0"
15’ - 0"
25’ - 0"
15’ - 0"
28’ - 0"
3000
XYZ (FT‡)
2300 3000
20’ - 0"
12’ - 0"
12’ - 0"
18’ - 0"
10’ - 0"
10’ - 0"
15’ - 0"
8’ - 0"
8’ - 0"
9’ - 0"
XYZ (FT‡)
12’ - 0"
23’ - 0"
18’ - 0"
23’ - 0"
3000
11’ - 0"
11’ - 0"
18’ - 0"
13’ - 0"
13’ - 0"
21’ - 0"
700
XYZ (FT‡)
3000
XYZ (FT‡)
FOUNDATION DEPTH "D" TABLE
GROUND SLOPE = GREATER THAN 3H : 1V TO 2H : 1V
GROUND SLOPE = GREATER THAN 3H : 1V TO 2H : 1V
NOTES
PLACEMENT DETAILS
AS REQUIRED ~ SEE
EARTH EMBANKMENT
ALTERNATE # 1 DRILLED SHAFT-TYPE CONSTRUCTION
ALTERNATE # 2 CORRUGATED METAL PIPE TYPE CONSTRUCTION
STANDARD PLAN J-26.15
FOR PLACEMENT DETAILS
SEE
SIDEWALK OR ABOVE SOIL SURFACE ~
TOP OF FOUNDATION LEVEL W/
STANDARD PLAN J-26.15
FOR PLACEMENT DETAILS
SEE
SIDEWALK OR ABOVE SOIL SURFACE ~
TOP OF FOUNDATION LEVEL W/
DRAIN HOLE
GROUT W / 3/8" (IN)DRAWN BY: FERN LIDDELLEXISTING GRADE
FOUNDATION
TRAFFIC SIGNAL STANDARD
STANDARD PLAN J-26.10-03
SHEET 1 OF 1 SHEET
1
1
1
Section 2-09.3(1)E.
Standard Specification of
and Compaction Method 1
cation Section 8-20.3(2)
Standard Specifi- ance with
Fill (CDF), or with soil in accord-
backfilled with Controlled-Density
quired. Excavated area shall be
Shoring or Extra Excavation as re-
entire paper or cardboard form portion.
After concrete has cured, remove the
Place the concrete foundation.
necessary to remain plumb.
smooth finish on final exposed cement concrete. Support the form as
Continue forming to full height using paper or cardboard form to achieve a
The top of the corrugated metal form shall terminate 1 foot below final grade.
ation area and install a 36" or 48" diameter corrugated metal (pipe) form.
When the existing soil will not retain a vertical face, over-excavate the found-D"SEE TABLE FOR FDN. DEPTH "44D"SEE TABLE FOR FDN. DEPTH "4 SEE NOTE 5
SUITABLE FOR USE EMBEDDED IN CONCRETE
CLAMP CONDUCTOR TO STEEL REINFORCING WITH LISTED CONNECTOR
CAP BOTH ENDS.
CONDUIT SIZE AND QUANTITY AS SHOWN IN THE CONTRACT;
PAPER OR CARDBOARD FORM SHALL NOT STAY-IN-PLACE
for details.Standard Plan J-26.15
Install Signal Foundation Identification Tag. See
values provided.
depth requirements may be interpolated between the
For design parameters between the values listed in Table,
cured, this entire form shall be removed.
(such as paper or cardboard). After the concrete has
The top 2 feet of the foundation shall use a smooth form
shall be increased by the depth of the Media Filter Drain.
Drain, the foundation depth shown in the Contract Plans
Where a foundation is constructed within a Media Filter
Foundation Designs.
through the Engineer for SpecialStructures Office
WSDOT Bridge andrequire Special Design. Contact the
Foundations not within the parameters of this standard
selection.
between arms, use larger XYZ value for foundation depth
than 90. For Double Mast Arm Standards with 90
Standards where the angle between mast arms is other
Special foundation design is required for Double Arm
and Double Mast Arm Standards with 90 between arms.
Foundations are designed for Single Mast Arm Standards
Standards with a maximum mast arm length of 65’.
Foundations are designed for Type II, III, and SD Signal
Life/Recurrence Interval 50 years, and Fatigue Category III.
Traffic Signals. Basic wind velocity is 90 mph, Design
Structural Supports for Highway Signs, Luminaires and
Edition 2009 AASHTO Standard Specifications for
This structure has been designed according to the Fifth
3" CLR.
(TYP.)
APPROVED FOR PUBLICATIONSTATEOFWASHINGT
O
NPROFE
S
SIONAL ENGINEERREENIGNE LARUTCURTS
25470RICHARD P. ZEL
D
EN
R
UST
TAPER DIVIDER ENDS NOTES
TO MATCH INSIDE ~ -=:?---... ,,,,._-------<lllllllll> ~-JUNCTION BOX DIMENSION TABLE 1. All box dimensions are approximate. Exact configurations vary among manufacturers. TAPER OF BOX ""'-BOX INTERIOR LENGTH-1/16"
(TYP.))---,-,-.,----,~
5/16" (IN) X 1 1/2" (IN) s. s. 1/4 5/16" (IN) X 1" (IN) s. s.
COUPLING NUT \
~ BOX TYPE a:: ITEM c(
b .....
SET SCREW (TYP.~ ~,, ---';:= _ (TYP.) -~---
10 GAGE
L..-----------------....1 GALVANIZED
:::IE
A OUTSIDE LENGTH OF JUNCTION BOX
TYPE1
22"
TYPE2
33"
2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared-use
paths shall have a slip-resistant coating on the lid and lip cover plate, and shall be installed with
the surface flush with and matched to the grade of the sidewalk, walkway, or shared-use path.
The non-slip lid shall be identified with permanent markings on the underside, indicating the
type of surface treatment (see Contract Documents for details) and the year of manufacture.
The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and
shall be placed prior to hot-dip galvanizing.
LID SUPPORT (TYP.)
(SEE NOTE 3)
GROUND STUD
(SEE NOTE4)
COUPLING NUT
FOR ALTERNATIVE 2 -
SEE SHEET2
LID LIFTING NOTCH -
1/4" (IN) X 3/4" (IN)
HEADED ANCHOR SHEAR
STUD-3/8" (IN) x 3" (IN) 10
COUNT STUDS EVENLY
SPACED AROUND FRAME
(PLACE TO SIDE OF LID
BOLT DOWN SUPPORT A-
NGLE WHEN USING LOCK-
ING DETAIL ALTERNATIVE
2) (SEE NOTE 11)
1 3/8" (IN) DIAM. HOLE WITH
1/2-13 x 1 1/2 STAINLESS
STEEL PENTA HEAD BOLT
BOLT PLATE-SEE DETAIL
TOP OF SOIL
SURFACE OR
FINISHED
GRADE
~w oc ...J~
WCJ me
::!:w
::J::c
:!:en zz
~u:::
= w "<t::c Nl-
3/4
3/4
DIVIDER PLATE
ELEVATION VIEW
(FOR TYPE 2 JUNCTION BOX ONLY)
A
c
E
• I
----d 6-----
LOCKING LID STANDARD
DUTY JUNCTION BOX
(CONDUITS NOT SHOWN)
A
GROUNDING STUD
(SEE NOTE 4)
3/8" (IN) STEEL
COVER PLATE
~ GRS CONDUIT
SECTION 0
4"
(TYP.)
STEEL B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2"
SIDE VIEW c INSIDE LENGTH OF JUNCTION BOX 18"-19" 28"-29"
D INSIDE WIDTH OF JUNCTION BOX 13"-14" 17"-18" 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame.
.I
E LID LENGTH 17 5/8" 28 5/8"
F LID WIDTH 12 5/8" 18 1/8"
CAPACITY-CONDUIT DIAMETER 6" 12"
4. A 1/4-20 NC x 3/4" (in) stainless steel ground stud shall be welded to the bottom of the lid; include
(2) stainless steel nuts and (2) stainless steel flat washers.
5. Bolts and nuts shall be liberally coated with anti-seize compound .
3/16" (TYP.) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper.
0
' ' ' ' '
DIAMOND PATTERN
(SEE NOTE 2)
3/8" (IN} STEEL COVER
LIP PLATE (TYP.)
LID SUPPORT (TYP.)
HEADED ANCHOR
SHEAR STUD (TYP.)
(SEE NOTE 11)
7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See
Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details,
see Standard Specification 9-29.2(4}.
8. When required in the Contract, provide a 1 0" (in) x 27 1/2" (in), 10 gage divider plate, complete, with
fasteners, in each Type 2 Junction Box where specified.
9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified.
10. See the Standard Specifications for alternative reinforcement and class of concrete.
11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to
the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear
Studs to the horizontal Welded Wire Fabric. ~ 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of
~ welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of
~ assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics.
~ 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and
1 • f Pull Boxes shall not be placed within the sidewalks, walkways, shared use paths, traveled ways or paved
111<•• shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved "-11~. shoulders shall be Heavy-Duty.
WELDED WIRE HOOP (TYP.)
(SEE NOTE 10) WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in)
HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5}. Where adjustments
fn\D SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the
SECTION V limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3{6}.
PERSPECTIVE VIEW
3/8" (IN) STEEL
COVER LIP PLATE 0 Equipment Grounding j. B
GROUND STUD (SEE NOTE 4)
COUPLING NUT FOR ALTERNATIVE 2 -
SEE DETAIL "E" ALTERNATIVE 2
TOP OF PAVED
SURFACE
b
' ;....
w ::cW l-en ~a::
o::J ....~o wU caw
:!:en ::J~
::!:u. zo
~a. ~~
N
Conductor
~ Copper Solderless 3/8" (IN) STEEL
Crimp Connector COVER LIP PLATE
~ Equipment Bonding
Jumper (See Note 6)
~ See Contract for conduit
size and number
COVER MARKING DETAIL
:::: 1"(TYP.>.
1
r-:::: 1"(TYP.)
lli s_[
1/2" (TYP.) 1=---f
1.1 1/2 MIN.
3
SECTION 0
(CONDUITS NOT SHOWN)
LID SUPPORT (TYP.) -
L SHAPE SHOWN
(SEE NOTE 3)
3/8" (IN) x 3" (IN) HEADED ANCHOR
SHEAR STUD (TYP.)
WELDED WIRE
FABRIC (TYP.)
0/'I'NF) 4x4-W2.9xW2.9
(6 GAGE) (SEE NOTE 10)
WELDED WIRE HOOP
(TYP.) W2.9 (6 GAGE)
(SEE NOTE 1 0)
LOCKING LID STANDARD
DUTY ~UNCTION BOX
TYPES 1 & 2
STANDARD PLAN ~-40.10-04
SHEET 1 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER ......
... Washington State Department of Transportation
1/2-13 x 1 1/2 S. S. PENTA HEAD
BOLT AND 1/2" (IN) S. S. FLAT WASHER
1
LID LIFTING NOTCH -1/4" (IN) x 3/4" (IN)
LID SUPPORT-L SHAPE SHOWN
(SEE NOTE 3) 1 3/8" (IN) DIAM. HOLE
BOLT PLATE CHANNEL-
SEE DETAIL
1 5/8" (IN) SLOTTED S. S.
CHANNEL WITH S. S.
CHANNEL NUT AND SPRING
LID SUPPORT-
L SHAPE SHOWN
(SEE NOTE 3)
3/8" (IN) STEEL
COVER LIP PLATE
3/16
WWF-TIED IN 2
PLACES TO HEADED
ANCHOR SHEAR STUD
WWF 4x4-W2.9xW2.9
(TYP.) (6 GAGE)
(SEE NOTE 10)
3/8" (IN) X 3" (IN)
HEADED ANCHOR
SHEARSTUD-
WELDEDTO
LIP PLATE
3/8" (IN) STEEL
COVER LIP PLATE
3/16
WWF-TIED IN 2
PLACES TO HEADED
ANCHOR SHEAR STUD
WWF 4x4-W2.9xW2.9
(TYP.) (6 GAGE)
(SEE NOTE 10)
3/8" (IN) X 3" (IN)
HEADED ANCHOR
SHEARSTUD-
WELDEDTO
LIP PLATE
3/8" (IN) STEEL COVER PLATE -
SHOWN CUT AWAY FOR CLARITY
3/8" (IN) STEEL
COVER LIP PLATE
1 1/2
LID SUPPORT-
L SHAPE SHOWN
(SEE NOTE 3)
HEX COUPLING NUT
LID BOLT DOWN
ATTACHMENT TAB-
SEE DETAIL
WWF-WELDED
TO LIP PLATE
WELDED WIRE
HOOP (TYP.)
W2.9 (6 GAGE)
(SEE NOTE 10)
LID HOOK-1" (IN) x
1" (IN) x 3/16" (IN) ANGLE
3/8" (IN) STEEL
COVER LIP PLATE
3/16
LID SUPPORT -
L SHAPE SHOWN
(SEE NOTE 3)
SECTION 0
WWF-TIED IN 2 PLACES
TO EACH HEADED
ANCHOR SHEAR STUD
WWF 4x4-W2.9xW2.9 (TYP.)
(6 GAGE) (SEE NOTE 10)
3/8" (IN) x 3" (IN) HEADED
ANCHOR SHEAR STUD-
WELDED TO LIP PLATE
1/2-13 x 1 1/2 S. S. PENTA HEAD
BOLT AND 1/2" (IN) S. S. FLAT WASHER
SLOTTED STEEL CHANNEL
LID BOLT DOWN ATTACHMENT
TAB-SEE DETAIL
DETAIL 0
ALTERNATIVE 1 SHOWN
1 3/8" (IN) DIAM. HOLE
BOLT PLATE CHANNEL-
SEE DETAIL
LID LIFTING NOTCH -1/4" (IN) x 3/4" (IN)
3/8" (IN) STEEL COVER PLATE-
SHOWN CUT AWAY FOR CLARITY
9/16" (IN) ~" DIAM.
HOL_E I 1 1/2"
~1_1 i
HEX COUPLING NUT
S. S. 5/16-NC x 7/8" (IN) WITH
BOLT DOWN
ATTACHMENT TAB-
SEE DETAIL
S. S. 5/16-NC x 3/4" (IN) BOLT & THREE
EACH S. S. 5/16" (IN) FLAT WASHERS
LID BOLT DOWN SUPPORT ANGLE -
1 1/2" (IN) X 3" (IN) X 1/4" (IN) ANGLE
DETAIL 0
ALTERNATIVE 2 SHOWN
1/2-13 x 1 1/2 S. S. PENTA
HEAD BOLT AND 1/2" (IN) S. S.
FLAT WASHER 1 1/8" (IN) x 2" (IN)
1/4" (IN) STEEL PLATE
VERTICAL SLOT
.)
1/8" (IN) X 3/4" (IN)
ANGLE (TYP.)
1/4" (IN) S. S. PLATE
LID SUPPORT-L SHAPE SHOWN
(SEE NOTE 3)
f-~-~-----
DETAIL 0
ALTERNATIVE 2 SHOWN
PERSPECTIVE VIEW
3/16 1 1/2
LID SUPPORT-L SHAPE
SHOWN (SEE NOTE 3)
EXPOSE LID BOLT DOWN
SUPPORT ANGLE TO ATTACH
ALTERNATIVE 2 LID BOLT DOWN
ANGLE ATTACHMENT TAB
LID BOLT DOWN SUPPORT
ANGLE-2" (IN) X 2" (IN) X
1/4" (IN) ANGLE
1/2" (IN) S. S. HEX NUT
7/16" (IN) x 3/4" (IN) SLOT
1/2" (IN) S. S. HEX NUT
7/16" (IN) X
3/4" (IN)
SLOT
9/16" (IN)
DIAM. HOLE
ALTERNATIVE 2
2" (IN) X 3" (IN) X
1/4" (IN) ANGLE
LID BOLT DOWN ATTACHMENT TAB
1/2-13 x 1 1/2 S. S. PENTA HEAD BOLT
AND 1/2" (IN) S. S. FLAT WASHER
3/8" (IN) STEEL COVER
PLATE-SHOWN CUT
AWAY FOR CLARITY
(SEE NOTE 12)
:...;;:;"~I 118" (IN) X 314 " (IN) 1/4" (IN) STEEL PLATE l_ L STEELANGLE~
f t:..::l -=-=-=-=-=..::..::..::..::..::-=-=-=-=1 ~I ~ -114" (IN)~;'!~~
1 1/2
LID SUPPORT-
L SHAPE SHOWN
(SEE NOTE 3)
4" 3 3/4" ~t ~t =1· ~·1 ~c::::=1· ~·1
--r-L t
I 3/4" (IN)
RADIUS
1/2" (IN) S. S.
DETAIL 0
ALTERNATIVE 3 SHOWN
DETAIL 0
ALTERNATIVE 3 SHOWN
PERSPECTIVE VIEW
1/8" (IN) x 3/4" (IN) STEEL
ANGLE -RIGHT ANGLE
SHOWN, MIRROR IMAGE
FOR LEFT ANGLE
HEX NUT
ALTERNATIVE 3
LID BOLT DOWN ATTACHMENT TAB
(SEE NOTE 12)
1/8" (IN) x 3/4" (IN) STEEL
ANGLE-MIRROR IMAGE
FOR LEFT ANGLE
------------------
2 1/2" -~ ~l_l ~
f~~
5/8" (IN) X
1" (IN)
HORIZONTAL
SLOT
5/8" (IN) X 1" (IN)
HORIZONTAL SLOT
HEX COUPLING NUT
S. S. 5/16-NC x 7/8" (IN) WITH
s. s. 5/16-NC X 3/4" (IN) BOLT
& (3 EACH) S. S. 5/16" (IN)
FLAT WASHERS
ALTERNATIVE 1
LID BOLT DOWN ATTACHMENT TAB
(SEE NOTE 12)
BOLT PLATE CHANNEL
LOCKING LID STANDARD
DUTY ~UNCTION BOX
TYPES 1 & 2
STANDARD PLAN ~-40.10-04
SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER .....
... Washington State Department of Transportation
en
0 a:: <( oo ...,a::
<Cen :!:en 0 a::
(.)
LEFT-TURN TWO-WAY
c ENTERUNE 1
I
······~·
SEE CONTRACT FOR LENGTH
OF STORAGE LANE
50'
....1
E+ 50' ::::25' .
WIDE LANE LINE
WHITE EDGE
LINE
DOUBLE CENTERLINE (YELLOW)
(NARROW PATTERN)
500' MAX.
i i
j I
: 16' :
tivP.j
TWO-WAY LEFT-TURN
CENTERLINE
NOTES
LEFT-TURN CHANNELIZATION
IN TWO-WAY LEFT-TURN LANE
1. The channelization shown on this plan assumes optimal roadway geometric design.
The dimensions may vary to fit existing conditions. See Contract.
! ::::100' TAPER F
~
0 > 1-Ll WHITE EDGE LINE io / / /'(
i /./( I 1/T ~~f .............. -K ......... -~ . ··~~~ \ i i ~~~ " \ I
i i ~ :; ~ DOUBLE CENTERLINE (YELLOW) ~ i i
: 16' I ~
r-------1
SEE CONTRACT FOR LENGTH
OF STORAGE LANE
50' ....1
~ (NARROW PATTERN)
io
TWO-WAY LEFT-TURN LANE TRANSITION
50'
WIDE LANE LINE
E OPTIONAL DOTTED
EXTENSION LINE
DOUBLE CENTERLINE (YELLOW)
(NARROW PATTERN)
LEFT-TURN CHANNELIZATION
IN PAINTED MEDIAN
YELLOW EDGE LINE
PAINTED OR PLASTIC
MEDIAN -SEE DETAIL
\_I CENTERLINE STRIPE
SEE NOTES)
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 APPROACH
SPEED E0
TAPER
F
HIGH SPEED
60MPH 180' 360'
55 MPH 180' 330'
50 MPH 180' 300'
45MPH 180' 270'
LOW SPEED
40MPH 120' 240'
35MPH 120' 210'
30MPH 120' 180'
25MPH 120' 150'
20MPH 120' 120'
0 Can be reduced to a minimum of
50' to increase storage capacity.
LEGEND
L = 12' Typical Lane Width. See Contract for
specified lane widths.
~ Type 2L (SL) Traffic Arrow
~ DIRECTION OF TRAFFIC
YELLOW CROSSHATCH
MARKING YELLOW EDGE LINE
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-3.40-03
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakotich Ill 06-03-11
STATE DESIGN ENGINEER DATE ..... .
... Washington State Department of Transportation
DRAWN BY: COLBY FLETCHERTRAFFIC ARROW
TYPE 2L (LEFT)
STANDARD PLAN M-24.20-02
SHEET 1 OF 3 SHEETS7’ - 4"8’ - 8"6"
1’ - 10"
1’ - 0"
2’ - 0"
1’ - 0"
1’ - 8"12’ - 0"4’ - 4"4’ - 8"1’ - 8"1’ - 4"1’ - 8"
1’ - 4" ~ ELLIPSE "B" AXIS
TRAFFIC ARROW
TYPE 2R (RIGHT)
‘
& LANE
SYMBOL
TYPE 1 TRAFFIC ARROW12’ - 0"NOTE
TYPE 2L TRAFFIC ARROW
MIRROR IMAGE OF
ELLIPSE "A"
ELLIPSE "B"
17.93 SQ.FT.
MARKING AREA
17.44 SQ.FT.
MARKING AREA
17.93 SQ.FT.
MARKING AREA
‘
& LANE
SYMBOL
GRID IS 4" (IN) SQUARE
OF ELLIPSES
CENTER POINT 5’ - 8"ELLIPSE "A" AXIS2’ - 8"ELLIPSE "B" AXIS3’ - 4"2’ - 4"
ELLIPSE "A" AXIS16’ - 0"TYPE 5 TRAFFIC ARROW
8"
8"
2’ - 0"4"
23.14 SQ.FT.
MARKING AREA
‘
& LANE
SYMBOL
9’ - 8"23’ - 4"HIGH-SPEED ROADWAYS
TRAFFIC ARROWS FOR
SYMBOL MARKINGS ~
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
and on all on-ramps and off-ramps.
with a posted speed limit of 45 mph or higher
type of Traffic Arrow being placed on roadways
Use the dimensions shown on this plan for each
36103
HSLAW .J NAIRB
STA TEOFWASHINGT
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EGISTEREDPROFE
S
SIONAL ENGINEER
SHEET 2 OF 3 SHEETS
TRAFFIC ARROW
TYPE 3R (RIGHT)
STANDARD PLAN M-24.20-02
TYPE 3L TRAFFIC ARROW
MIRROR IMAGE OF
TRAFFIC ARROW
TYPE 3L (LEFT)20’ - 0"3’ - 0"6’ - 0"1’ - 4" ~ ELLIPSE "B" AXIS 7’ - 0"2’ - 0"
1’ - 0"
1’ - 8"12’ - 0"4’ - 4"4’ - 8"1’ - 8"1’ - 4"3’ - 4"1’ - 8"
1’ - 0" ~ ELLIPSE "B" AXIS
1’ - 2"
ELLIPSE "B"
TYPE 4 TRAFFIC ARROW
3’ - 2"
8"
28.40 SQ.FT.
MARKING AREA
33.82 SQ.FT.
MARKING AREA33.82 SQ.FT.
MARKING AREADRAWN BY: COLBY FLETCHEROF ELLIPSES
CENTER POINT
GRID IS 4" (IN) SQUARE
2’ - 6"1’ - 0"1’ - 6"
‘
& LANE
SYMBOL
ELLIPSE "B"
ELLIPSE "A"2’ - 8"ELLIPSE "B" AXIS5’ - 8"ELLIPSE "A" AXIS3’ - 4"4’ - 4"1’ - 4"1’ - 8"4’ - 8"2’ - 0"
1’ - 8"
1’ - 8"
1’ - 0"1’ - 0"
2’ - 4"
ELLIPSE "A" AXIS
GRID IS 4" (IN) SQUARE
OF ELLIPSES
CENTER POINT
‘SYMMETRICAL ABOUT
2’ - 0" ~ ELLIPSE "A" AXIS 5’ - 8"ELLIPSE "A" AXIS2’ - 8"ELLIPSE "B" AXIS‘
& LANE
SYMBOL
ELLIPSE "A"
HIGH-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
STANDARD PLAN M-24.20-02
3’ - 0"
1’ - 0"
1
8
’ -
0
"
9
’ -
0
"
3
’ -
0
"
6
’ -
0
"
( 3.08’)~~
~~3’ - 1"
»¿
TRAFFIC ARROW
TYPE 6L (LEFT)
1’ - 0"
1’ - 8"20’ - 0"3’ - 0"6’ - 0"1’ - 4" ~ ELLIPSE "B" AXIS7’ - 0"1’ - 0"
TYPE 7 TRAFFIC ARROW
2’ - 4" ~ ELLIPSE "A" AXIS
TRAFFIC ARROW
TYPE 6R (RIGHT)
(SHOWN AT REDUCED SCALE)
(MIRRORED ABOUT LANE CENTERLINE)
MIRROR IMAGE OF TYPE 6L
35.88 SQ.FT.
MARKING AREA
35.88 SQ.FT.
MARKING AREA45.17 SQ.FT.
MARKING AREA
SHEET 3 OF 3 SHEETSDRAWN BY: COLBY FLETCHER7’ - 0"
3’ - 6"1’ - 6"
OF ELLIPSES
CENTER POINT
ELLIPSE "A"
2’ - 0"
1’ - 8"1’ - 8"4’ - 8"1’ - 4"4’ - 4"‘SYMMETRICAL ABOUT
GRID IS 4" (IN) SQUARE 3’ - 4"2’ - 8"ELLIPSE "B" AXIS5’ - 8"ELLIPSE "A" AXIS‘
‘
LANE
SYMBOL
3’ - 0"
»¿
‘
& LANE
SYMBOL
ELLIPSE "B"
HIGH-SPEED ROADWAYS
TRAFFIC ARROWS FOR
SYMBOL MARKINGS ~
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
36103
HSLAW .J NAIRB
STA TEOFWASHINGT
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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
Construction Drawings
Seattle, WA 98104
719 Second Ave, Suite 1250
(206) 382-9800
www.dksassociates.com
POST MOUNTED SIGN
POLE MOUNTED SIGN
MAST ARM SIGN
LUMINAIRE FIXTURE
LUMINAIRE POLE
SIGNAL HEAD
TYPE II SIGNAL STANDARD
PAVEMENT MARKING
LONGITUDINAL SOLID STRIPE
LONGITUDINAL DASHED STRIPE
ELECTRICAL CONDUIT
ELECTRICAL UTILITY LINE
IRRIGATION UTILITY LINE
CONSTRUCTION NOTE
SIGN NOTE
JUNCTION BOX
E
IRR
Seattle, WA 98104
719 Second Ave, Suite 1250
(206) 382-9800
www.dksassociates.comMATCHLINE - SEE SS02MATCHLINE - SEE SS03
12'
11'
12'
12'
50'
55 LF
110 LF
505 LF
315 LF
610 LF
161'
EXISTING SIGN TO REMAIN.
POTHOLE LOCATION. INSTALL TYPE II SIGNAL STANDARD
FOUNDATION. INSTALL ONE 2" CONDUIT INTO POLE AND
FOUNDATION FROM ADJACENT JUNCTION BOX PER WSDOT
STANDARD PLAN J-26.10-03. INSTALL TYPE II SIGNAL STANDARD.
SEE ED01 FOR POLE DETAIL. SEE SDO1 FOR SIGN DETAILS.
INSTALL 8" WIDE PLASTIC WHITE LANE LINE PER WSDOT
STANDARD PLAN M-20.10-03.
INSTALL TYPE 2SL (LEFT) TRAFFIC ARROW AS INDICATED ON
PLANS PER WSDOT STANDARD PLAN M-24.40-02.
REMOVE EXISTING PAINT LINE WITH GRINDER.
REMOVE EXISTING PLASTIC TRAFFIC MARKING WITH GRINDER.
INSTALL TYPE 1S TRAFFIC ARROW AS INDICATED ON PLANS PER
WSDOT STANDARD PLAN M-24.40-02.
INSTALL TYPE 2SR (RIGHT) TRAFFIC ARROW AS INDICATED ON
PLANS PER WSDOT STANDARD PLAN M-24.40-02.
INSTALL 8" WIDE PLASTIC WHITE DOTTED LANE LINE PER WSDOT
STANDARD PLAN M-20.10-03.
INTERCEPT EXISTING CONDUIT AND JOIN WITH NEW CONDUIT.
MAINTAIN MINIMUM 6" DISTANCE FROM NEW TYPE 2 POLE
FOUNDATION TO NEW CONDUIT. REMOVE EXISTING STREET
LIGHT CONDUCTORS BETWEEN POLE #5350 AND #5349, REPLACE
IN KIND AND RECONNECT. CONTACT FRANKLIN PUD TO
COORDINATE.
INSTALL 4" WIDE PLASTIC WHITE BROKEN LANE LINE PER WSDOT
STANDARD PLAN M-20.10-03.
INSTALL 4" WIDE PLASTIC DOUBLE YELLOW CENTERLINE PER
WSDOT STANDARD PLAN M-20.10-03.
INSTALL 6' HIGH LETTERS PLASTIC WHITE MARKING PER WSDOT
STANDARD PLAN M-80.10-01.
INSTALL 182 INTERSTATE SHIELD PLASTIC MARKING. SEE SD02
FOR STRIPING DETAILS.
PROTECT EXISTING GAS PIPELINE POST MARKER.
INSTALL 4" YELLOW CROSSHATCH MARKING PER WSDOT
STANDARD PLAN M-3.40-04.
INSTALL 1'-6" WIDE PLASTIC STOP LINE PER WSDOT STANDARD
PLAN M-24.60-04.
THE CONTRACTOR SHALL REPLACE THE SIGN AS SHOWN IN THE
SIGN DETAILS ON SHEET SD01.
CONTRACTOR SHALL REPLACE ALL EQUIPMENT AND
LANDSCAPING BACK TO ORIGINAL CONDITIONS.
INSTALL 4" PLASTIC EDGE LINE PER WSDOT STANDARD PLAN
M-20.10-03.
INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN
J-40.10-04. STUB CONDUIT FROM NEW MAST ARM POLE
FOUNDATION INTO JUNCTION BOX.
14'
13'
12'
12'
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
TAPER LENGTH 250'
CENTERLINE TAPER LENGTH 234'
E E E E E E E E E E E E E
IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR
Seattle, WA 98104
719 Second Ave, Suite 1250
(206) 382-9800
www.dksassociates.comMATCHLINE - SEE SS01MATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEEXISTING SIGN TO REMAIN.
POTHOLE LOCATION. INSTALL TYPE II SIGNAL STANDARD
FOUNDATION. INSTALL ONE 2" CONDUIT INTO POLE AND
FOUNDATION FROM ADJACENT JUNCTION BOX PER WSDOT
STANDARD PLAN J-26.10-03. INSTALL TYPE II SIGNAL STANDARD. SEE
ED01 FOR POLE DETAIL. SEE SDO1 FOR SIGN DETAILS.
INSTALL 8" WIDE PLASTIC WHITE LANE LINE PER WSDOT STANDARD
PLAN M-20.10-03.
INSTALL TYPE 2SL (LEFT) TRAFFIC ARROW AS INDICATED ON PLANS
PER WSDOT STANDARD PLAN M-24.40-02.
REMOVE EXISTING PAINT LINE WITH GRINDER.
REMOVE EXISTING PLASTIC TRAFFIC MARKING WITH GRINDER.
INSTALL TYPE 1S TRAFFIC ARROW AS INDICATED ON PLANS PER
WSDOT STANDARD PLAN M-24.40-02.
INSTALL TYPE 2SR (RIGHT) TRAFFIC ARROW AS INDICATED ON
PLANS PER WSDOT STANDARD PLAN M-24.40-02.
INSTALL 8" WIDE PLASTIC WHITE DOTTED LANE LINE PER WSDOT
STANDARD PLAN M-20.10-03.
INTERCEPT EXISTING CONDUIT AND JOIN WITH NEW CONDUIT.
MAINTAIN MINIMUM 6" DISTANCE FROM NEW TYPE 2 POLE
FOUNDATION TO NEW CONDUIT. REMOVE EXISTING STREET LIGHT
CONDUCTORS BETWEEN POLE #5350 AND #5349, REPLACE IN KIND
AND RECONNECT. CONTACT FRANKLIN PUD TO COORDINATE.
INSTALL 4" WIDE PLASTIC WHITE BROKEN LANE LINE PER WSDOT
STANDARD PLAN M-20.10-03.
INSTALL 4" WIDE PLASTIC DOUBLE YELLOW CENTERLINE PER
WSDOT STANDARD PLAN M-20.10-03.
INSTALL 6' HIGH LETTERS PLASTIC WHITE MARKING PER WSDOT
STANDARD PLAN M-80.10-01.
INSTALL 182 INTERSTATE SHIELD PLASTIC MARKING. SEE SD02 FOR
STRIPING DETAILS.
PROTECT EXISTING GAS PIPELINE POST MARKER.
INSTALL 4" YELLOW CROSSHATCH MARKING PER WSDOT STANDARD
PLAN M-3.40-04.
INSTALL 1'-6" WIDE PLASTIC STOP LINE PER WSDOT STANDARD
PLAN M-24.60-04.
THE CONTRACTOR SHALL REPLACE THE SIGN AS SHOWN IN THE
SIGN DETAILS ON SHEET SD01.
CONTRACTOR SHALL REPLACE ALL EQUIPMENT AND LANDSCAPING
BACK TO ORIGINAL CONDITIONS.
INSTALL 4" PLASTIC EDGE LINE PER WSDOT STANDARD PLAN
M-20.10-03.
INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN
J-40.10-04. STUB CONDUIT FROM NEW MAST ARM POLE FOUNDATION
INTO JUNCTION BOX.
15'
12'
101'
POLE #5349 POLE #5350
12'
45 LF FROM
LIGHT POLE
#5349
12'
12'15'
40'
TAPER LENGTH 270'
Seattle, WA 98104
719 Second Ave, Suite 1250
(206) 382-9800
www.dksassociates.comMATCHLINE - SEE SS01MATCHLINE - SEE BELOWMATCHLINE - SEE ABOVEEXISTING SIGN TO REMAIN.
POTHOLE LOCATION. INSTALL TYPE II SIGNAL STANDARD
FOUNDATION. INSTALL ONE 2" CONDUIT INTO POLE AND
FOUNDATION FROM ADJACENT BOX PER WSDOT STANDARD
PLAN J-26.10-03. INSTALL TYPE II SIGNAL STANDARD. SEE ED01
FOR POLE DETAIL. SEE SDO1 FOR SIGN DETAILS.
INSTALL 8" WIDE PLASTIC WHITE LANE LINE PER WSDOT
STANDARD PLAN M-20.10-03.
INSTALL TYPE 2SL (LEFT) TRAFFIC ARROW AS INDICATED ON
PLANS PER WSDOT STANDARD PLAN M-24.40-02.
REMOVE EXISTING PAINT LINE WITH GRINDER.
REMOVE EXISTING PLASTIC TRAFFIC MARKING WITH GRINDER.
INSTALL TYPE 1S TRAFFIC ARROW AS INDICATED ON PLANS PER
WSDOT STANDARD PLAN M-24.40-02.
INSTALL TYPE 2SR (RIGHT) TRAFFIC ARROW AS INDICATED ON
PLANS PER WSDOT STANDARD PLAN M-24.40-02.
INSTALL 8" WIDE PLASTIC WHITE DOTTED LANE LINE PER WSDOT
STANDARD PLAN M-20.10-03.
INTERCEPT EXISTING CONDUIT AND JOIN WITH NEW CONDUIT.
MAINTAIN MINIMUM 6" DISTANCE FROM NEW TYPE 2 POLE
FOUNDATION TO NEW CONDUIT. REMOVE EXISTING STREET LIGHT
CONDUCTORS BETWEEN POLE #5350 AND #5349, REPLACE IN KIND
AND RECONNECT. CONTACT FRANKLIN PUD TO COORDINATE.
INSTALL 4" WIDE PLASTIC WHITE BROKEN LANE LINE PER WSDOT
STANDARD PLAN M-20.10-03.
INSTALL 4" WIDE PLASTIC DOUBLE YELLOW CENTERLINE PER
WSDOT STANDARD PLAN M-20.10-03.
INSTALL 6' HIGH LETTERS PLASTIC WHITE MARKING PER WSDOT
STANDARD PLAN M-80.10-01.
INSTALL 182 INTERSTATE SHIELD PLASTIC MARKING. SEE SD02
FOR STRIPING DETAILS.
PROTECT EXISTING GAS PIPELINE POST MARKER.
INSTALL 4" YELLOW CROSSHATCH MARKING PER WSDOT
STANDARD PLAN M-3.40-04.
INSTALL 1'-6" WIDE PLASTIC STOP LINE PER WSDOT STANDARD
PLAN M-24.60-04.
12'
15'
TAPER LENGTH 200'
9.5'
518 LF 241 LF
519 LF FROM
CROSSWALK
12'12'
12'
338'
13'
12'
338 LF
28'
THE CONTRACTOR SHALL REPLACE THE SIGN AS SHOWN IN THE
SIGN DETAILS ON SHEET SD01.
CONTRACTOR SHALL REPLACE ALL EQUIPMENT AND
LANDSCAPING BACK TO ORIGINAL CONDITIONS.
INSTALL 4" PLASTIC EDGE LINE PER WSDOT STANDARD PLAN
M-20.10-03.
INSTALL TYPE 1 JUNCTION BOX PER WSDOT STANDARD PLAN
J-40.10-04. STUB CONDUIT FROM NEW MAST ARM POLE
FOUNDATION INTO JUNCTION BOX.
18'
12'
12'
13'
12'
Seattle, WA 98104
719 Second Ave, Suite 1250
(206) 382-9800
www.dksassociates.com
CLEMENTE LN
4800
BURDEN BLVD
7000
Transit
20"
4'-0"
8C 6C
24"
13.7"
5'-6"
30"
20"
4'-0"
8C 6C
24"
13.7"
5'-6"
30"
NOTES:
1.ALL NEW SIGNS SHALL COMPLY WITH MUTCD STANDARDS.
2.ALL NEW SIGNS DIMENSIONS SHALL BE VERIFIED WITH THE ENGINEER
AND MANUFACTURER PRIOR TO FABRICATION.
3.MAST ARM MOUNTED SIGNS SHALL HAVE TYPE IV SHEETING FOR THE
BACKGROUND AND TYPE XI SHEETING FOR THE LEGEND AND
BORDER. SIGNS SHALL BE BRACED AND INSTALLED PER WSDOT STD
PLAN G-30.10-04. SEE WSDOT STD PLAN G-90.10-03 FOR THE
WINDBEAM DETAIL.
4.SEE THE MAST ARM INSTALLATION DETAIL ON THIS SHEET FOR THE
MODIFIED STANDARD PLAN G-30.10-04 MAST ARM INSTALLATION FOR
SIGNS S12 AND S13. EXCEPT AS EXPLICITLY STATED, ALL OTHER
PARTS OF THE STANDARD PLAN APPLY TO THE MOUNTING OF SIGNS
S12 AND S13.
COLORS:
LEGEND, BORDER - WHITE
BACKGROUND - GREEN
COLORS:
LEGEND, BORDER - WHITE
BACKGROUND - GREEN
16"
2'-0"
5C 4C
12.8"
5.5"
3'-0"
16"
2'-0"
5C 4C
12.8"
4"
2'-6"
16"
2'-0"
5C 4C
12.8"
5.5"
3'-0"
16"
2'-0"
5C 4C
12.8"
4"
2'-6"
COLORS:
LEGEND, BORDER - WHITE
BACKGROUND - GREEN
COLORS:
LEGEND, BORDER - WHITE
BACKGROUND - GREEN
COLORS:
LEGEND, BORDER - WHITE
BACKGROUND - GREEN
COLORS:
LEGEND, BORDER - WHITE
BACKGROUND - GREEN
CABLE MOUNT
MAST ARM
WINDBEAM
BACK OF SIGN PANEL
FORMED TUBE ADJUSTABLE SIGN BRACKET. SEE
MODIFIED NOTE 1.
MODIFIED NOTES FOR MAST ARM INSTALLATION FOR S12
AND S13:
1.CONTRACTOR SHALL USE FORMED TUBE ADJUSTABLE
SIGN BRACKET WITH CABLE MOUNTING. SEE
MANUFACTURER REQUIREMENTS FOR MOUNTING
HARDWARE.
2.AS SHOWN ON STANDARD PLAN G-30.10-04, THE
WINDBEAM SHALL EXTEND TO 1" FROM THE END OF
THE SIGN PANEL AT BOTH TOP AND BOTTOM.
1'
1'
2'
3"
Seattle, WA 98104
719 Second Ave, Suite 1250
(206) 382-9800
www.dksassociates.com6' - 0"SEE WSDOT STANDARD PLAN M-80.30-00 FOR NUMBER DETAILSRED COLOR
2" THICK WHITE COLOR BORDER
BLUE COLOR9' - 6"9' - 6"
WHITE COLOR
FOR NUMBERS
Seattle, WA 98104
719 Second Ave, Suite 1250
(206) 382-9800
www.dksassociates.com
B B
c
APPLY GROUT EVEN WITH THE BOTTOM OF THE ANCHOR PLATE AFTER PLUMBING
THE STANDARD, PROVIDE 3/8" DIAMETER DRAIN TUBE IN THE GROUT PAD
TYPE II
SIGNAL STANDARD
LIMITS OF VERTICAL CLEARANCE
ROADWAY
A1
8
5
°
ELEVATION IS TO
TOP OF FOUNDATION
CURB OR EDGE OF SHOULDER
SEE STANDARD PLAN J-26.10 FOR
FOUNDATION INFORMATION.
PLACEMENT SHALL BE 2'-0" MIN. FROM FACE OF CURB
OR EDGE OF SHOULDER
1
a
REMOVABLE POLE CAP
a
B1
B2
SIGNAL POLE SCHEDULE
POLE #
FIELD LOCATION
POLE TYPE
MAST
ARM
LENGTH
MOUNTING
(FT)
SIGNAL MAST ARM DATA
CALCULATED POLE
(X)(Y)(Z) FT3 **
FOUNDATION
DEPTH (FT)SOIL
PSF REMARKS
OFFSET
DISTANCE
(FT) (Z)
WINDLOAD
AREAS (FT)
(X)(Y)
STATION*OFFSET*P.O.A.A1 A2 B1 B2 B1 B2 3' RD.3' SQ.
1 45'5'0 II 30 20 25 12 22 22 900 11'-0"1000**SEE NOTES
NOTES:
1. SEE WSDOT STANDARD PLAN J-26.10-03 FOR FOUNDATION DETAILS.
2. THE POLE AND MAST ARM SHALL BE SPECIALLY DESIGNED TO ACCOMMODATE THE SIGNS.
* STATION MEASURE FROM LIGHT POLE #5349. OFFSET MEASURE FROM DISTANCE TO THE CURB TO THE CENTER OF THE POLE. THE INTENTION IS FOR THE NEW POLE TO ALIGN WITH THE EXISTING LIGHT POLES.
** THE SOIL PSF IS ASSUMED. GEOTECH NEEDS TO BE ON SITE TO CONFIRM SOIL PROPERTIES WHEN EXCAVATED.
VERTICAL CLEARANCE REQUIREMENTS
MINIMUM:19'-6"
MAXIMUM:21'-0"
SIGNAL POLE SPECIFICATIONS: POLE
MANUFACTURER TO VERIFY ATTACHMENT HEIGHTS
TO ENSURE DEADLOAD SAG ON MAST ARM DOES
NOT LOWER SIGNS BELOW VERTICAL CLEARANCE
REQUIREMENTS.
POLE ORIENTATION
ANGLE (P.O.A.) DEGREES
CLOCKWISE FROM TRUE
NORTH TO 0° POINT
SIGNAL MAST ARM
ATTACHMENT
POINT
ALL HANDHOLES
AT 180°
TRUE NORTH
DEGREE CLOCKWISE
TO TYPICAL ATTACHMENT
POINTS FROM 0° POINT
b
Seattle, WA 98104
719 Second Ave, Suite 1250
(206) 382-9800
www.dksassociates.com
Seattle, WA 98104
719 Second Ave, Suite 1250
(206) 382-9800
www.dksassociates.com
Appendix A
(On-Line Bidding new password minimum is 8 characters with one uppercase, one lowercase and one
numeral)
(new minimum is 8 characters with one uppercase, one lowercase and
one numeral).
(located on the first page of QuestCDN
in the black/ green title bar)
(You may have to click on the project name to open the Bid
Advertisement page).
new
security minimum of 8 characters with one uppercase, one lowercase and one numeral. If needed, go to “My
Account” to update the password.)
Qualification Sections
1. Bid Bond Section
Complete the Bid Bond information which could be an electronic (pdf) version of your bid bond or Surety
2000 . (this information depends on what the solicitor has requested). If both are offered you only need to
complete one.
A. Electronic Bid Bond
• Upload your file containing your company's bid bond information
B. Surety2000 Bid Bond
• Enter the Contract Number (This is the QuestCDN project number)
• Enter the Contractor ID (This is your QuestCDN member number)
The Unique Contract Number and Unique Contractor ID must first be provided to the Insurance Agency and the
agent must use these two numbers when requesting a Surety Bond ID. Your Contractor ID will stay the same but
the Contract Number will change from project to project.
C o n tact Quest Log o ut
Renova t ion of C ity H a ll B u ild i ng (#4731649)
own er: QUestCDN -
Solicitor: Q u e stC D N -P r o vid e r Training -
Bid Not Subm itted
Quatdic.ation lllfo:rmation I Bltl Workslte-et
B id Q u a l ifi cation s a n d B id der C e rtifi c ations
Submit Bid
1 1 /3 0 /20 17 12:0 0 PM C
384 days 22:26:
Save
B id B o n d ---------------------------------------,
Th is p roj ect requi res a bid bond o f 5 % of the value o f t h e s u bmitted b id _
A ttac h e le ctron i c b id bon d [ Choose Fil e [ No f il e c h osen Upload
Co ntract number [4731649 ::=========~ ~~~~~"~::;ns urety2000 b id bond Co ntractor id [::=46=2=60=3=1 ====~ ~==
Bon d id Save
2. Bidder must download the following file for bid submission section
Download all documents that are shown as requiring a download. Each required download will have a file
name and a download link. Click on the Save Button to update the screen.
The screen will now show the downloaded date of the file.
Bidde r mus t downloa d the following files for bid subm issio n.
On -Line Bidd ing -
certttic ation for m.x ps Download file downloaded 16-Nov -2016
3. Bidder must download, complete, and submit (or replace) the following files for bid submission section
Click the Download link to download all required documents, select the Save button to update, there will
now be a Upload Button. Complete all information and save the document(s) to your computer. Select
the Choose File button to retrieve your file from your computer. Select the Upload button to upload your
file to the bid.
A) Completed Upload -The name of the uploaded document will be shown next to the Upload button.
B) Downloaded Date -If you have downloaded the document but not uploaded your completed document
file, the message shows the document downloaded date . You need to upload your file before you can
submit your bid.
C) Download File -If you have not downloaded the document a message will display-downloading
required for bid submission . You need to download and upload the completed file before you can submit
your bid.
4. Check or Replace File
Quest vBid allows you to check your uploaded documents and replace them as often as you need. To check
the file uploaded, click on the uploaded document name. To replace it, select Choose File and retrieve the
correct file from your computer. Select Upload to complete the upload of your replacement file.
Bidder must down load , comp le te , and sub mit (or re pla ce ) the followin g files for bi d su bmiss ion .
On-Line Bidding -
Specificat ions.xps
On-Line Bidding -
Specifications .xps
do1Yn loa d
down load
Quest equipment sign it ure down loacl 001 _jpg ~~ down loa ding required for tl id subm iss ion
Upload
On-Line Bido ing -
Specifica tions.xps
uploaded 10-Nov -2016
downloaded 16-Nov -2016
5. Post letting information works the same as the sections above, except there is a separate due date , after the
normal letting close. Documents requested in this section can be uploaded any time after the actual bid
letting time but must be uploaded before the Deadline date and time set by the solicitor. Please check the
separate due date and comply .
-Post letting information submittals Deadline : !OB -DEC-20 1612:00 PM 1<. ... .,~-I
I
Download, comp tete , ~nd su bmit (or rep lace) the following files,
Post letting Submittion.pdf download
r Cancel 7 r Submit Bid l r Save 1
Bid Worksheet Tab
Work Sheet Sections
• White sections are part of the Base Bid and require that you bid each item before submitting.
• Pink sections are Optional and completion may or may not be mandatory, Items in this section will not be
added to the base bid. Please follow the instructions specified by the solicitor.
• Blue sections are Fixed and specified by the solicitor, you cannot change them and they are automatically
added to the base bid.
Entering the Unit Price Fields
• Fill in the Unit Price Field by clicking on the appropriate line item in the worksheet. You can move from unit
price to unit price by using your Enter key or the Up/Down Arrow. When finished be sure to click Save.
• Once you have finished both the Qualification page and the Worksheet page you are ready to Submit Bid.
Import & Export CSV
• Use the Export to CSV button to export the Bid Worksheet to an Excel spreadsheet. This option may be
helpful for additional calculations and percentage markups on the unit price.
• Use the Import from CSV button to import your Excel spreadsheet back to the Bid Worksheet.
You may not add or make changes to the headers or verbiage and you may not move line items.
If changes have been made to any of these fields the Import CSV will fail to upload correctly and
you will not be able to submit your bid or your bid may be incorrect. Only make changes to the
Unit Price Field.
1,..---.,.-...-----.---i nP ="l-=='"7 r t"l :) I •] C ont a ct Quest L ogout
r•MA3u,Mili,,j,j,i@@@AY19,,ii91.ffii%6i,6i·i9,d§,il#ii9,,
Horne -• .. ----I
Renovation of C itv Hall B u i ld i ng (#4731649) 11/30/2017 12:00 PM CSl
O w ner: QU e stCDN -383 days 18:44:2:
Sol i c itor: Qu e stCDN -~
B id Not Sub If Submit Bid I I Save 1
Qualification Information j Bid Worksheet l ,..._
S-ect i o n s sh o wn i n t h is col o r a r -e n ot i n c ~ud e d in t h e Ba s e Btd Tota [
S ect i o ns sh o WTI tn t h i s c o l or a r e f"lx e d an d can n ot be ed ite d by the bidde r
r lineitem ItenlCode nem Description UofM Quantity Unit Price Extension
13 45DR35 4 " f'VC 5DR35 PIPE LnFt 2.500 ~
PVC P IPE Tota l: $0.00
8 f'V C FITTINGS
4 85DR3 5 9 0 8 " PVC 5 DR3 5 90 Be n d ea 100
5 65DR3545 6 " f'VC 5DR35 45 BEND EA 50
6 4 SD R3 5 9 0 4 " PVC 5 DR35 90 BE N D EA 100
PVC FITTINGS Tota l: $0.00
-A LTERNATE Pl f'E
7 SC900 8" f'VC C!,OQ PIPE LNFT 35l!O
8 6C900 6" PVC C9 00 PI PE l.N Ff 8 5 00
9 4C900 4-" PVC C90D PIPE Ln Ft 2.500
A LTE RNAT E PIPE Tot a l: $0.0 0
-Labor
I 10 Labor W ork Es .-\,r -\ 1 52,000.00 52,000.00 ea ~ "\---ft tfOt1' d,'I ~~91>rt to CS" ~ Labor Total: $2,000.00 -~ \t1'9° -L Base Bid Tot:a/: $2,000.00 -
lmi:,c:,rt from C SV 1 ~ Exi>ort to CSV 1 ~ C ancel -, If Submit Bid I -Save 1 l
Download all addenda’s before you submit your bid. If addendums are not downloaded, you will not be
able to submit your bid. Return to QuestCDN and login to download.
The Construction Industry's Premier Bid Management System
Honie:
Required addenda have n ot been downloaded.
Ren o vation of C ity H a u B u i l d i ng (#4731
Owner: QUestC D N
Solicitor: QuestC D N • Provider Training ,
B i d Not Submitted
UES.il vBID
Construction Industry"s Prem
e ,quired fi l e has not been upl·oaded .
'Re n ovati o n o f C i ty H a ll B uild ing
o wner: Q UestCD N -S helly
Solic rtor: Q ue.stCDN -P ·r -o vider Traini n g -:
Bid Not Submitted
Q u.ali ftc.a•t:i o n. Info..........at:ion [ B i d Vllori:::sheet:
Bidde.-must downl-oad; the -rollov.rtnu -rues f'or bid .subm.i ssi:on .
On-Line 'Bidding -
certification f"orm.x.ps do\Nllload
Download Addenda Error
9 )
Contact Quest
Submit Bid
Contact: Quest
Logout
11/3 0 /2 017 12:00 PM CS
363 d a ys 18 :25 :00
Save
Logout
Shell~ Kahl Q11es-tcDN
Submit.Bid
1 1 /30 /20 1 7 12:00 PM I
363 days 2:24:
Save
d"O'Wnloaded 01 -Dec-2016
B i dder must downi oad, complete, and subm i t. (or replace)• the ;foUowing files fo.-b i d sutH'ni ssio:n .
On-Line Bidding -
Specif ications.xps
On-Line 'Bidding -
Specnicat::ions.xps
Quest equ i pment s ignitur-e
00'1 .jpg
On~Line Bidding
Spe•cification For-m.pdf
P.-ovi der Trai ning upload
Plans ancl Spe•c.pclf'
gownload
download
download
download
download
Upload
Uploai:f
U~load
Upload
Upload
PTovide.-T l'"ai-ning upload Pla,ns
and Spec p<lf
uploaded O'I ..... Dec-20'16
On-L i ne Bidding -
Specifications.xps
uploaded O'I -Dec-20'16
On-Line Bidding -
SDeCifi:cations.xos
uploaded O'I.....Oec-20'16
Qn--L.Jne Bidding
Specifications.xps
uploaded 0'1.....0e.c-.....2:0'16
d,ovvnloaded 02-Dec-2016
th is project. Follow this li nk to download them on QuestCDN (opens new window).
Bidder must download lhe foll.o
On-Line B idding -
certification form.x.ps
ssion.
downloaded 01-Dec-2016
Make any corrections needed. Save and Submit the bid. Once your bid is submitted successfully you will receive a
confirming email showing your bid was delivered (be sure to keep this email). The page message will now say
BID SUBMITTED.
-....... =11 .. :11
l 1 ili•S·l·l?1I4 1 19 41 ·1 • M l·lfi 11 €11 ,0¥• A 44 ••I 1AM ~tf· MA 6.f 46 i ·IA, • 14 ii ES #514 • • ..... m.,..
The bid was succ.essfutl y submi tted .
R.,en e>-v atie>a, <>f C::i ty Ha.II B 1...1il c:l i :n g (#4-7 3""1
C>wn .. .-: -QU-:s:tC:C>N -!
Sc,llc:litc:»r: QLaes-tC,ON -Pre>v<i de-r Tr=io l .-.1.-.g -She-l l y
B id Submitted 11 f 14.f 2:0 1 6 08 :44 .A..l'w'I C::ST
Q-..a,Jflc::.at;loro r ~lf'0<.-~tiono -
I 1 .I BSDR3S
1 2 I 6.S D R3S
13 ].q.s~s
I 4 1 B S DR.359 0
1 s ] 6S~S-<115
I 6 j 45-D R.:359 0
r
.I 8 P'VC SDR3S P'.IPE
I 6 " PV'C S DR.35 P :IPE
I ...... P'V'C: SDR.35 PJIPE
I a .. PV'C SDR.3 5-90 B c nod
I 6-PV'C ::SOR..3S ... s BEND
I .q.•• P'V"C ::SDR.3 5-90 B EN D
_J ~oo
-1·6C900
.I e-~ cgoo P:I.PE ---1 6 .. P",,rC: C900 Pll!PE
r-900 "'"'P""
T
Ex.pc:>rt. tc:> C: SV
I
9 )
Bid Submitted 1ah--•
I
uin--a..bmlt Bid
1 1.,/3 0 /20 1.7" 1.2.;00 :p-
3-B :L cl.ays 3 -: 06:
acti o ns s 'how,n i n this c:c,.lorw:ore not. li niclude•d iln tt'le Bw:os,e Bid T otal
a c t i o ,ns s -ho.....,,n in this c:olo·r a.--e "l'iixe cl a n cl c:ann o ·4:.. be ecl i t e,d by the b i dder
.. .....,..,
I Ln Fl::
1-
I =
I =
·1
.S-bm9t:t:'""'c:I
u .. ,ia: ---Iif=~-,ao~
I ol:1.BS I
I $1 .6.s I $.l..4 ,02.5 .00
I $3,625.00
$24-,12:.5.00
I $ .... 4 s I
I $3.35 1
I $2 .2.0 I
-j-3500 I a--------+1--
2500
LI.a~-.LI.I'd' T""c,L.a,/.-
Unsubmit Bid
Addendum No. 1 Page 1 of 4
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
ADDENDUM NO. 1
SIGNAGE AND STRIPING AT ROAD 68/BURDEN BLVD.
FEDERAL AID NO. STPUL-3515(010)
CITY OF PASCO PROJECT 20008
November 4, 2020
Addendum No. 1 Acknowledgement Page
This addendum includes:
2 - 8 ½ x 11” Acknowledgement Pages
2 – 8 ½ x 11” Specifications Revisions and Clarification
49 – 8 ½ x 11” Federal Wage Rate Requirements
53 Total Sheets
**************************************************************************************************
NOTICE is hereby given that this acknowledgement page must be signed and
enclosed with the sealed bid for the 20008 – SIGNAGE AND STRIPING AT ROAD
68/BURDEN BLVD. as evidence that the bidder has familiarized themselves with all
information incorporated herein.
Do NOT include the entire contents of this Addendum in your bid
submission.
Only this signed acknowledgement page is required.
______________________________________________________________________
Company Name
______________________________________________________________________
Name (Please Print) Title
______________________________________________________________________
Signature
Addendum No. 1 Page 2 of 4
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
Submittals are due on:
TUESDAY, NOVEMBER 10, 2020 AT 2:00 PM.
This addendum will be provided through Quest CDN and the City of
Pasco Website.
______________________________
Michael Uhlman, PE
Senior Civil Engineer
Addendum No. 1 Page 3 of 4
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
BID OPENING: November 10, 2020 2:00 P.M.
The following additions, revisions, and/or modifications are made to the Contract Documents, Plans, and
Specifications for this project:
ITEM 1 – PROPOSAL
Bid Item “Plastic Shield” previously listed as “SS 8-22.5” is now listed as “SP 8-22.5”.
Bid Item “Record Drawings” is now bid item “Record Drawings (Minimum Bid $4,000)”
ITEM 2 – Information to Bidders
Under Submission of Bid Proposal in the Information to Bidders, delete the following paragraph:
Within 48 hours of the bid being due, an original copy of the Bid Security (surety bond) shall be mailed in
a sealed envelope to the office of the City Clerk, City Hall 1st Floor, 525 North 3rd Avenue, Pasco,
Washington, 99301, addressed to the Mayor and City Council. The sealed envelope shall clearly indicate
the company name, and project (i.e. CITY OF PASCO – SIGNAGE AND STRIPING AT ROAD
68/BURDEN BLVD, PROJECT 20008 for which they are intended.
Replace the deleted paragraph with the following:
Within 48 hours of the bid being due, an original copy of the Bid Security (surety bond) shall be received
by either mail or hand-delivered in a sealed envelope to the office of the City Clerk, City Hall 1st Floor,
525 North 3rd Avenue, Pasco, Washington, 99301, addressed to the City Clerk’s Office. The sealed
envelope shall clearly indicate the company name, and project (i.e. CITY OF PASCO – SIGNAGE AND
STRIPING AT ROAD 68/BURDEN BLVD, PROJECT 20008) for which they are intended
ITEM 3 – WAGE RATES
The Federal Wage Rates requirements for this project have changed.
Delete General Decision WA20200001, Modification Number 13 dated 10/02/2020, found in the Wage
Rate Section, and replace with attached General Decision WA20200001, Modification Number 14
dated 10/16/2020.
ITEM 4 – CLARIFICATION ON BIDDING
Bids on the project may be submitted electronically via QuestCDN free of charge. Contractors do not have
to be on the QuestCDN Planholders list to be considered responsive. Alternatively, bids may be submitted
via hard copy at Pasco City Hall. Per the following instructions:
Whereas, in accordance with Resolution No. 3950, on March 23, 2020, City Hall and other certain City of
Pasco public facilities are temporarily closed. These orders will remain in effect for the duration of
Proclamation No. 20-25, requiring the aforementioned temporary closure ordered by the Office of the
Governor, as amended, unless extended or terminated by separate written order.
Now therefore, the Bid Opening for this project will adhere to certain limitations and provisions in
accordance with the closure of Pasco City Hall, and described herein is the modified schedule for bid
submittal:
1. Bidders shall submit their bids at City Hall, 525 N. 3rd Ave, Pasco, WA 99301, using the designated
drop off location at the West Nixon Street City Hall Door (identified by the arrow in the pictures
below), up until the hour of 2:00 PM on November 10, 2020. Notice and drop-off instructions will
be posted at the door. As a safety precaution, Bidders should plan for their bids to be received by
a City official who will be donned with personal protective equipment (e.g. gloves, and mask).
Addendum No. 1 Page 4 of 4
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
2. After Bids are received, the outside envelope of each Bid will be carefully and properly disinfected
by a City official. No Bids will be opened or damaged during this process.
3. As a safety precaution during the temporary closure, Bidders will not be granted access into City
Hall to attend the Bid Opening. Bidders may listen or attend a public webinar per the instructions
listed above in section 1-02.9.
4. The City Clerk will open bids at the aforementioned and modified time above, following standard
bid opening practices. During the Bid Opening, the City Clerk may be joined by other City officials
following the proper social distance guidelines.
All remote attendees will be given an opportunity to ask questions towards the end of the webinar
session.
Pasco City Hall
W. Nixon St. N. 3rd Ave. DROP
OFF
DROP
OFF
W. Nixon St.
TOP VIEW
FRONT VIEW
Page | 1
"General Decision Number: WA20200001 10/16/2020
Superseded General Decision Number: WA20190001
State: Washington
Construction Type: Highway
Counties: Washington Statewide.
HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin
Counties)
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10.80 for calendar year 2020 applies to all contracts
subject to the Davis-Bacon Act for which the contract is
awarded (and any solicitation was issued) on or after January
1, 2015. If this contract is covered by the EO, the contractor
must pay all workers in any classification listed on this wage
determination at least $10.80 per hour (or the applicable wage
rate listed on this wage determination, if it is higher) for
all hours spent performing on the contract in calendar year
2020. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least the
wage rate determined through the conformance process set forth
in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is
higher than the conformed wage rate). The EO minimum wage rate
will be adjusted annually. Please note that this EO applies to
the above-mentioned types of contracts entered into by the
federal government that are subject to the Davis-Bacon Act
itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR
5.1(a)(2)-(60). Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/03/2020
1 02/14/2020
2 02/28/2020
3 03/06/2020
4 03/13/2020
5 05/01/2020
6 07/03/2020
7 07/10/2020
8 07/24/2020
9 08/07/2020
10 08/14/2020
11 09/11/2020
12 09/25/2020
13 10/02/2020 14 10/16/2020
1 | Page
WA20200001 Modification 14
Federal Wage Determinations for Highway Construction
----------------------------------------------------------------
Page | 2
CARP0003-006 06/01/2018
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT,
LEWIS(Piledriver only), PACIFIC (South of a straight line made
by extending the north boundary line of Wahkiakum County west
to Willapa Bay to the Pacific Ocean), SKAMANIA, and WAHKIAKUM
Counties.
Rates Fringes
Carpenters:
CARPENTERS..................$ 37.64 16.83
DIVERS TENDERS..............$ 43.73 16.83
DIVERS......................$ 87.73 16.83
DRYWALL.....................$ 37.64 16.83
MILLWRIGHTS.................$ 38.17 16.83
PILEDRIVERS.................$ 38.71 16.83
DEPTH PAY:
50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET
101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET
151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET
Zone Differential (Add up Zone 1 rates):
Zone 2 - $0.85
Zone 3 - 1.25
Zone 4 - 1.70
Zone 5 - 2.00
Zone 6 - 3.00
BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND
VANCOUVER, (NOTE: All dispatches for Washington State
Counties: Cowlitz, Wahkiakum and Pacific shall be from
Longview Local #1707 and mileage shall be computed from
that point.)
ZONE 1: Projects located within 30 miles of the respective
city hall of the above mentioned cities
ZONE 2: Projects located more than 30 miles and less than 40
miles of the respective city of the above mentioned cities
ZONE 3: Projects located more than 40 miles and less than 50
miles of the respective city of the above mentioned cities
ZONE 4: Projects located more than 50 miles and less than 60
miles of the respective city of the above mentioned cities.
ZONE 5: Projects located more than 60 miles and less than 70
miles of the respective city of the above mentioned cities
ZONE 6: Projects located more than 70 miles of the respected
city of the above mentioned cities
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CARP0030-004 06/01/2020
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (North of a straight line made by extending the
north boundary line of Wahkiakum County west to the Pacific
Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM Counties
Rates Fringes
CARPENTER
BRIDGE CARPENTERS...........$ 46.92 18.02
CARPENTERS ON CREOSOTE
MATERIAL....................$ 47.02 18.02
CARPENTERS..................$ 46.92 18.02
DIVERS TENDER...............$ 51.89 18.02
DIVERS......................$ 100.78 18.02
MILLWRIGHT AND MACHINE
ERECTORS....................$ 48.42 18.02
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING........$ 47.17 18.02
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle
Auburn
Olympia
Bremerton
Bellingham
Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam
Ellensburg
Centralia
Chelan
Tacoma
Everett
Mount Vernon
Pt. Townsend
Wenatchee
Port Angeles
Sunnyside
Zone Pay:
0 -25 radius miles Free
26-35 radius miles $1.00/hour
36-45 radius miles $1.15/hour
46-55 radius miles $1.35/hour
Over 55 radius miles $1.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
26-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
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CARP0059-002 06/01/2019
ADAMS, ASOTIN, BENTON, CHELAN (East of 120th meridian),
COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT (East of
120th meridian), KITTITAS (East of 120th meridian), LINCOLN,
OKANOGAN (East of 120th meridian), PEND OREILLE, SPOKANE,
STEVENS, WALLA WALLA, WHITMAN, and YAKIMA (East of 120th
meridian) Counties
Rates Fringes
CARPENTER
GROUP 1.....................$ 35.47 16.88
GROUP 2.....................$ 47.42 18.96
GROUP 3.....................$ 36.66 16.88
GROUP 4.....................$ 36.66 16.88
GROUP 5.....................$ 83.96 16.88
GROUP 6.....................$ 40.23 16.88
GROUP 7.....................$ 41.23 16.88
GROUP 8.....................$ 37.66 16.88
GROUP 9.....................$ 44.23 16.88
CARPENTER & DIVER CLASSIFICATIONS:
GROUP 1: Carpenter
GROUP 2: Millwright, Machine Erector
GROUP 3: Piledriver - includes driving, pulling, cutting,
placing collars, setting, welding, or creosote treated
material, on all piling
GROUP 4: Bridge, Dock, and Wharf carpenters
GROUP 5: Diver Wet
GROUP 6: Diver Tender, Manifold Operator, ROV Operator
GROUP 7: Diver Standby
GROUP 8: Assistant Diver Tender, ROV Tender/Technician
GROUP 9: Manifold Operator-Mixed Gas
ZONE PAY:
ZONE 1 0-45 MILES FREE
ZONE 2 45-100 $4.00/PER HOUR
ZONE 3 OVER 100 MILES $6.00/PER HOUR
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DISPATCH POINTS:
CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite).
CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite).
CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite).
CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite).
CARPENTERS: MOSCOW (306 N. JACKSON) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite).
DEPTH PAY FOR DIVERS BELOW WATER SURFACE:
50-100 feet $2.00 per foot
101-150 feet $3.00 per foot
151-220 feet $4.00 per foot
221 feet and deeper $5.00 per foot
PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT:
0-25 feet Free
26-300 feet $1.00 per Foot
SATURATION DIVING:
The standby rate applies until saturation starts. The
saturation diving rate applies when divers are under
pressure continuously until work task and decompression are
complete. the diver rate shall be paid for all saturation
hours.
WORK IN COMBINATION OF CLASSIFICATIONS:
Employees working in any combination of classifications
within the diving crew (except dive supervisor) in a shift
are paid in the classification with the highest rate for
that shift.
HAZMAT PROJECTS:
Anyone working on a HAZMAT job (task), where HAZMAT
certification is required, shall be compensated at a
premium, in addition to the classification working in as
follows:
LEVEL D + $.25 per hour - This is the lowest level of
protection. No respirator is used and skin protection is
minimal.
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LEVEL C + $.50 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B + $.75 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical ""splash suit"".
LEVEL A +$1.00 per hour - This level utilizes a fully
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
CARP0770-003 06/01/2019
WEST OF 120TH MERIDIAN FOR THE FOLLOWING COUNTIES:
CHELAN, DOUGLAS, GRANT, KITTITAS, OKANOGAN, and YAKIMA
Rates Fringes
CARPENTER
CARPENTERS ON CREOSOTE
MATERIAL....................$ 46.02 16.52
CARPENTERS..................$ 45.92 16.52
DIVERS TENDER...............$ 50.79 16.52
DIVERS......................$ 99.68 16.52
MILLWRIGHT AND MACHINE
ERECTORS....................$ 47.42 16.52
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING........$ 46.17 16.52
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free
26-35 radius miles $1.00/hour
36-45 radius miles $1.15/hour
46-55 radius miles $1.35/hour
Over 55 radius miles $1.55/hour
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(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
26-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
ELEC0046-001 08/03/2020
CALLAM, JEFFERSON, KING AND KITSAP COUNTIES
Rates Fringes
CABLE SPLICER....................$ 59.91 3%+21.46
ELECTRICIAN......................$ 58.78 3%+22.51
* ELEC0048-003 01/01/2020
CLARK, KLICKITAT AND SKAMANIA COUNTIES
Rates Fringes
CABLE SPLICER....................$ 44.22 21.50
ELECTRICIAN......................$ 47.85 24.41
HOURLY ZONE PAY:
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Portland, The Dalles, Hood River, Tillamook, Seaside and
Astoria
Zone Pay:
Zone 1: 31-50 miles $1.50/hour
Zone 2: 51-70 miles $3.50/hour
Zone 3: 71-90 miles $5.50/hour
Zone 4: Beyond 90 miles $9.00/hour
*These are not miles driven. Zones are based on Delorrne
Street Atlas USA 2006 plus.
ELEC0048-029 01/01/2020
COWLITZ AND WAHKIAKUM COUNTY
Rates Fringes
CABLE SPLICER....................$ 44.22 21.50
ELECTRICIAN......................$ 47.85 24.41
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ELEC0073-001 01/01/2020
ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN
COUNTIES
Rates Fringes
CABLE SPLICER....................$ 34.10 16.68
ELECTRICIAN......................$ 36.05 19.23
ELEC0076-002 08/31/2020
GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON
COUNTIES
Rates Fringes
CABLE SPLICER....................$ 53.15 23.81
ELECTRICIAN......................$ 48.32 23.67
ELEC0112-005 06/01/2020
ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA
WALLA, YAKIMA COUNTIES
Rates Fringes
CABLE SPLICER....................$ 50.45 22.27
ELECTRICIAN......................$ 48.05 22.12
ELEC0191-003 06/01/2020
ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES
Rates Fringes
CABLE SPLICER....................$ 44.23 17.73
ELECTRICIAN......................$ 47.95 26.16
ELEC0191-004 06/01/2018
CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES
Rates Fringes
CABLE SPLICER....................$ 40.82 17.63
ELECTRICIAN......................$ 42.45 21.34
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ENGI0302-003 06/01/2020
CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF
THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN),
SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE
120TH MERIDIAN) COUNTIES
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
Group 1A...................$ 48.41
Group 1AA..................$ 49.13
Group 1AAA.................$ 49.83
Group 1.....................$ 47.70
Group 2.....................$ 47.08
Group 3.....................$ 46.55
Group 4.....................$ 43.54
22.47
22.47
22.47
22.47
22.47
22.47
22.47
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) - $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle,
Shelton, Wenatchee, Yakima
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom
(including jib with attachments); Tower crane over 175 ft
in height, base to boom
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments); Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
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GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft
of boom (including jib with attachments); Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead 6 yards to, but not
including 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9, HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon;
Scrapers-self propelled 45 yards and over; Slipform pavers;
Transporters, all truck or track type
GROUP 2 - Barrier machine (zipper); Batch Plant Operaor-
Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-overhead, bridge type-20 tons through 44
tons; Chipper; Concrete Pump-truck mount with boom
attachment; Crusher; Deck Engineer/Deck Winches (power);
Drilling machine; Excavator, shovel, backhoe-3yards and
under; Finishing Machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Horizontal/directional drill
operator; Loaders-overhead under 6 yards; Loaders-plant
feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant;
Motor patrol graders-finishing; Piledriver (other than
crane mount); Roto-mill,roto-grinder; Screedman, spreader,
topside operator-Blaw Knox, Cedar Rapids, Jaeger,
Caterpillar, Barbar Green; Scraper-self propelled, hard
tail end dump, articulating off-road equipment-under 45
yards; Subgrade trimmer; Tractors, backhoes-over 75 hp;
Transfer material service machine-shuttle buggy, blaw
knox-roadtec; Truck crane oiler/driver-100 tons and over;
Truck Mount portable conveyor; Yo Yo Pay dozer
GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments;
A-frame crane over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozers-D-9 and under; Forklift-3000 lbs.
and over with attachments; Horizontal/directional drill
locator; Outside hoists-(elevators and manlifts), air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loader-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pumps-concrete; Roller, plant mix or multi-lift materials;
Saws-concrete; Scrpers-concrete and carry-all; Service
engineer-equipment; Trenching machines; Truck Crane
Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and
under
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete finish mahine-laser screed; Cranes-A frame-10 tons
and under; Elevator and Manlift-permanent or shaft type;
Gradechecker, Stakehop; Forklifts under 3000 lbs. with
attachments; Hydralifts/boom trucks, 10 tons and under; Oil
distributors, blower distribution and mulch seeding
operator; Pavement breaker; Posthole digger, mechanical;
Power plant; Pumps, water; Rigger and Bellman; Roller-other
than plant mix; Wheel Tractors, farmall type;
Shotcrete/gunite equipment operator
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HANDLING OF HAZARDOUS WASTE MATERIALS:
Personnel in all craft classifications subject to working
inside a federally designated hazardous perimeter shall be
elgible for compensation in accordance with the following
group schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing
H-2 Class ""C"" Suit - Base wage rate plus $ .25 per hour.
H-3 Class ""B"" Suit - Base wage rate plus $ .50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $ .75 per hour.
ENGI0370-002 07/01/2019
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN),
COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY,
FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH
MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN
AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES
ZONE 1:
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1.....................$ 28.46 17.25
GROUP 2.....................$ 28.78 17.25
GROUP 3.....................$ 29.39 17.25
GROUP 4.....................$ 29.55 17.25
GROUP 5.....................$ 29.71 17.25
GROUP 6.....................$ 29.99 17.25
GROUP 7.....................$ 30.26 17.25
GROUP 8.....................$ 31.36 17.25
ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00
Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;
Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Pasco,
Washington; Lewiston, Idaho
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POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or electric power); Deck
Hand; Fireman & Heater Tender; Hydro-seeder, Mulcher,
Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine;
Pumpman; Rollers, all types on subgrade, including seal and
chip coatings (farm type, Case, John Deere & similar, or
Compacting Vibrator), except when pulled by Dozer with
operable blade; Welding Machine; Crane Oiler-Driver (CLD
required) & Cable Tender, Mucking Machine
GROUP 2: A-frame Truck (single drum); Assistant Refrigeration
Plant (under 1000 ton); Assistant Plant Operator, Fireman
or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt
Finishing Machine; Blower Operator (cement); Cement Hog;
Compressor (2000 CFM or over, 2 or more, gas diesel or
electric power); Concrete Saw (multiple cut); Distributor
Leverman; Ditch Witch or similar; Elevator Hoisting
Materials; Dope Pots (power agitated); Fork Lift or Lumber
Stacker, hydra-lift & similar; Gin Trucks (pipeline);
Hoist, single drum; Loaders (bucket elevators and
conveyors); Longitudinal Float; Mixer (portable-concrete);
Pavement Breaker, Hydra-Hammer & similar; Power Broom;
Railroad Ballast Regulation Operator (self-propelled);
Railroad Power Tamper Operator (self-propelled); Railroad
Tamper Jack Operator (self-propelled; Spray Curing Machine
(concrete); Spreader Box (self-propelled); Straddle Buggy
(Ross & similar on construction job only); Tractor (Farm
type R/T with attachment, except Backhoe); Tugger Operator
GROUP 3: A-frame Truck (2 or more drums); Assistant
Refrigeration Plant & Chiller Operator (over 1000 ton);
Backfillers (Cleveland & similar); Batch Plant & Wet Mix
Operator, single unit (concrete); Belt-Crete Conveyors with
power pack or similar; Belt Loader (Kocal or similar);
Bending Machine; Bob Cat (Skid Steer); Boring Machine
(earth); Boring Machine (rock under 8 inch bit) (Quarry
Master, Joy or similar); Bump Cutter (Wayne, Saginau or
similar); Canal Lining Machine (concrete); Chipper (without
crane); Cleaning & Doping Machine (pipeline); Deck
Engineer; Elevating Belt-type Loader (Euclid, Barber Green
& similar); Elevating Grader-type Loader (Dumor, Adams or
similar); Generator Plant Engineers (diesel or electric);
Gunnite Combination Mixer & Compressor; Locomotive
Engineer; Mixermobile; Mucking Machine; Posthole Auger or
Punch; Pump (grout or jet); Soil Stabilizer (P & H or
similar); Spreader Machine; Dozer/Tractor (up to D-6 or
equivalent) and Traxcavator; Traverse Finish Machine;
Turnhead Operator
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GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump-
crete, Whitman & similar); Curb Extruder (asphalt or
concrete); Drills (churn, core, calyx or diamond);
Equipment Serviceman; Greaser & Oiler; Hoist (2 or more
drums or Tower Hoist); Loaders (overhead & front-end, under
4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton);
Rubber-tired Skidders (R/T with or without attachments);
Surface Heater & Plant Machine; Trenching Machines (under 7
ft. depth capacity); Turnhead (with re-screening); Vacuum
Drill (reverse circulation drill under 8 inch bit)
GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under
3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes
(25 tons & under), all attachments including clamshell,
dragline; Derricks & Stifflegs (under 65 tons); Drilling
Equipment(8 inch bit & over) (Robbins, reverse circulation
& similar); Hoe Ram; Piledriving Engineers; Paving (dual
drum); Railroad Track Liner Operaotr (self-propelled);
Refrigeration Plant Engineer (1000 tons & over); Signalman
(Whirleys, Highline Hammerheads or similar); Grade Checker
GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches
& Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade
wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes
& Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units);
Batch & Wet Mix Operator (multiple units, 2 & incl. 4);
Blade Operator (motor patrol & attachments); Cable
Controller (dispatcher); Compactor (self-propelled with
blade); Concrete Pump Boom Truck; Concrete Slip Form Paver;
Cranes (over 25 tons, to and including 45 tons), all
attachments including clamshell, dragline; Crusher, Grizzle
& Screening Plant Operator; Dozer, 834 R/T & similar; Drill
Doctor; Loader Operator (front-end & overhead, 4 yds. incl.
8 yds.); Multiple Dozer Units with single blade; Paving
Machine (asphalt and concrete); Quad-Track or similar
equipment; Rollerman (finishing asphalt pavement); Roto
Mill (pavement grinder); Scrapers, all, rubber-tired;
Screed Operator; Shovel(under 3 yds.); Trenching Machines
(7 ft. depth & over); Tug Boat Operator Vactor guzzler,
super sucker; Lime Batch Tank Operator (REcycle Train);
Lime Brain Operator (Recycle Train); Mobile Crusher
Operator (Recycle Train)
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GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds
& over); Blade (finish & bluetop) Automatic, CMI, ABC,
Finish Athey & Huber & similar when used as automatic;
Cableway Operators; Concrete Cleaning/Decontamination
machine operator; Cranes (over 45 tons to but not including
85 tons), all attachments including clamshell and dragine;
Derricks & Stiffleys (65 tons & over); Elevating Belt
(Holland type); Heavy equipment robotics operator; Loader
(360 degrees revolving Koehring Scooper or similar);
Loaders (overhead & front-end, over 8 yds. to 10 yds.);
Rubber-tired Scrapers (multiple engine with three or more
scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads,
ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform
Trailers (Goldhofer, Shaurerly andSimilar); Ultra High
Pressure Wateriet Cutting Tool System Operator (30,000
psi); Vacuum Blasting Machine Operator
GROUP 8: Cranes (85 tons and over, and all climbing,
overhead,rail and tower), all attachments including
clamshell, dragline; Loaders (overhead and front-end, 10
yards and over); Helicopter Pilot
BOOM PAY: (All Cranes, Including Tower)
180 ft to 250 ft $ .50 over scale
Over 250 ft $ .80 over scale
NOTE:
In computing the length of the boom on Tower Cranes, they
shall be measured from the base of the Tower to the point
of the boom.
HAZMAT:
Anyone working on HAZMAT jobs, working with supplied air
shall receive $1.00 an hour above classification.
ENGI0612-001 06/01/2020
PIERCE County
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1A...................$ 49.50 22.47
GROUP 1AA..................$ 50.22 22.47
GROUP 1AAA.................$ 50.94 22.47
GROUP 1.....................$ 48.77 22.47
GROUP 2.....................$ 48.15 22.47
GROUP 3.....................$ 47.60 22.47
GROUP 4.....................$ 44.55 22.47
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Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) = $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments); Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft
of boom (including jib with attachments); Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9 HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers-
self-propelled 45 yards and over; Slipform pavers;
Transporters, all track or truck type
GROUP 2 - Barrier machine (zipper); Batch Plant Operator-
concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump-truck mount with boom
attachment; Crusher; Deck engineer/deck winches (power);
Drilling machine; Excavator, shovel, backhoe-3 yards and
under; Finishing machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders-plant feed; Locomotives-all; Mechanics- all;
Mixers, asphalt plant; Motor patrol graders, finishing;
Piledriver (other than crane mount); Roto-mill, roto-
grinder; Screedman, spreader, topside operator-Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper-self- propelled, hard tail end dump, articulating
off-road equipment- under 45 yards; Subgrader trimmer;
Tractors, backhoe over 75 hp; Transfer material service
machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler/driver-100 tons and over; Truck Mount Portable
Conveyor; Yo Yo pay
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GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane-A-frame over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and
over with attachments; Horizontal/directional drill
locator; Outside Hoists-(elevators and manlifts), air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loaders-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pump-Concrete; Roller, plant mix or multi-lfit materials;
Saws-concrete; Scrapers, concrete and carry all; Service
engineers-equipment; Trenching machines; Truck crane
oiler/driver under 100 tons; Tractors, backhoe under 75 hp
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine-laser screed; Cranes A-frame 10
tons and under; Elevator and manlift (permanent and shaft
type); Forklifts-under 3000 lbs. with attachments;
Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and
under; Oil distributors, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
digger-mechanical; Power plant; Pumps-water; Rigger and
Bellman; Roller-other than plant mix; Wheel Tractors,
farmall type; Shotcrete/gunite equipment operator
FOOTNOTE A- Reduced rates may be paid on the following:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. Marine projects (docks, wharfs, etc.) less than $150,000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all
craft classifications subject to working inside a federally
designated hazardous perimeter shall be elgible for
compensation in accordance with the following group
schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing, Class ""D"" Suit - Base
wage rate plus $ .50 per hour.
H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour.
H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour.
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ENGI0612-012 06/01/2020
LEWIS, PACIFIC (portion lying north of a parallel line
extending west from the northern boundary of Wahkaikum County
to the sea) AND THURSTON COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1A...................$ 48.41 22.47
GROUP 1AA..................$ 49.13 22.47
GROUP 1AAA.................$ 49.83 22.47
GROUP 1.....................$ 47.70 22.47
GROUP 2.....................$ 47.08 22.47
GROUP 3.....................$ 46.55 22.47
GROUP 4.....................$ 43.54 22.47
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) = $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments); Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft
of boom (including jib with attachments); Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9 HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers-
self-propelled 45 yards and over; Slipform pavers;
Transporters, all track or truck type
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GROUP 2 - Barrier machine (zipper); Batch Plant Operator-
concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump-truck mount with boom
attachment; Crusher; Deck engineer/deck winches (power);
Drilling machine; Excavator, shovel, backhoe-3 yards and
under; Finishing machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders-plant feed; Locomotives-all; Mechanics- all;
Mixers, asphalt plant; Motor patrol graders, finishing;
Piledriver (other than crane mount); Roto-mill, roto-
grinder; Screedman, spreader, topside operator-Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper-self- propelled, hard tail end dump, articulating
off-road equipment- under 45 yards; Subgrader trimmer;
Tractors, backhoe over 75 hp; Transfer material service
machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler/driver-100 tons and over; Truck Mount Portable
Conveyor; Yo Yo pay
GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane-A-frame over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and
over with attachments; Horizontal/directional drill
locator; Outside Hoists-(elevators and manlifts), air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loaders-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pump-Concrete; Roller, plant mix or multi-lfit materials;
Saws-concrete; Scrapers, concrete and carry all; Service
engineers-equipment; Trenching machines; Truck crane
oiler/driver under 100 tons; Tractors, backhoe under 75 hp
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine-laser screed; Cranes A-frame 10
tons and under; Elevator and manlift (permanent and shaft
type); Forklifts-under 3000 lbs. with attachments;
Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and
under; Oil distributors, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
digger-mechanical; Power plant; Pumps-water; Rigger and
Bellman; Roller-other than plant mix; Wheel Tractors,
farmall type; Shotcrete/gunite equipment operator
FOOTNOTE A- Reduced rates may be paid on the following:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. Marine projects (docks, wharfs, etc.) less than $150,000.
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HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all
craft classifications subject to working inside a federally
designated hazardous perimeter shall be elgible for
compensation in accordance with the following group
schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing, Class ""D"" Suit - Base
wage rate plus $ .50 per hour.
H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour.
H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour.
ENGI0701-002 01/01/2018
CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND
WAHKIAKUM COUNTIES
POWER RQUIPMENT OPERATORS: ZONE 1
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1.....................$ 41.65 14.35
GROUP 1A....................$ 43.73 14.35
GROUP 1B....................$ 45.82 14.35
GROUP 2.....................$ 39.74 14.35
GROUP 3.....................$ 38.59 14.35
GROUP 4.....................$ 37.51 14.35
GROUP 5.....................$ 36.27 14.35
GROUP 6.....................$ 33.05 14.35
Zone Differential (add to Zone 1 rates):
Zone 2 - $3.00
Zone 3 - $6.00
For the following metropolitan counties: MULTNOMAH;
CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;
CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS
INDICATED:
All jobs or projects located in Multnomah, Clackamas and
Marion Counties, West of the western boundary of Mt. Hood
National Forest and West of Mile Post 30 on Interstate 84
and West of Mile Post 30 on State Highway 26 and West of
Mile Post 30 on Highway 22 and all jobs or projects located
in Yamhill County, Washington County and Columbia County
and all jobs or porjects located in Clark & Cowlitz County,
Washington except that portion of Cowlitz County in the Mt.
St. Helens ""Blast Zone"" shall receive Zone I pay for all
classifications.
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All jobs or projects located in the area outside the
identified boundary above, but less than 50 miles from the
Portland City Hall shall receive Zone II pay for all
classifications.
All jobs or projects located more than 50 miles from the
Portland City Hall, but outside the identified border
above, shall receive Zone III pay for all classifications.
For the following cities: ALBANY; BEND; COOS BAY; EUGENE;
GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG
All jobs or projects located within 30 miles of the
respective city hall of the above mentioned cities shall
receive Zone I pay for all classifications.
All jobs or projects located more than 30 miles and less than
50 miles from the respective city hall of the above
mentioned cities shall receive Zone II pay for all
classifications.
All jobs or projects located more than 50 miles from the
respective city hall of the above mentioned cities shall
receive Zone III pay for all classifications.
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
Group 1
Concrete Batch Plan and or Wet mix three (3) units or more;
Crane, Floating one hundred and fifty (150) ton but less
than two hundred and fifty (250) ton; Crane, two hundred
(200) ton through two hundred ninety nine (299) ton with
two hundred foot (200') boom or less (including jib,
inserts and/or attachments); Crane, ninety (90) ton through
one hundred ninety nine (199) ton with over two hundred
(200') boom Including jib, inserts and/or attachments);
Crane, Tower Crane with one hundred seventy five foot
(175') tower or less and with less than two hundred foot
(200') jib; Crane, Whirley ninety (90) ton and over;
Helicopter when used in erecting work
Group 1A
Crane, floating two hundred fifty (250) ton and over; Crane,
two hundred (200) ton through two hundred ninety nine
(299) ton, with over two hundred foot (200') boom
(including jib, inserts and/or attachments); Crane, three
hundred (300) ton through three hundred ninety nine (399)
ton; Crane, Tower Crane with over one hundred seventy five
foot (175') tower or over two hundred foot (200') jib;
Crane, tower Crane on rail system or 2nd tower or more in
work radius
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Group 1B
Crane, three hundred (300) ton through three hundred ninety
nine (399) ton, with over two hundred foot (200') boom
(including jib, inserts and/or attachments); Floating
crane, three hundred fifty (350) ton and over; Crane, four
hundred (400) ton and over
Group 2
Asphalt Plant (any type); Asphalt Roto-Mill, pavement
profiler eight foot (8') lateral cut and over; Auto Grader
or ""Trimmer""; Blade, Robotic; Bulldozer, Robotic Equipment
(any type); Bulldozer, over one hundred twenty thousand
(120,000) lbs. and above; Concrete Batch Plant and/or Wet
Mix one (1) and two (2) drum; Concrete Diamond Head
Profiler; Canal Trimmer; Concrete, Automatic Slip Form
Paver (Assistant to the Operator required); Crane, Boom
Truck fifty (50) ton and with over one hundred fifty foot
(150') boom and over; Crane, Floating (derrick barge)
thirty (30) ton but less than one hundred fifty (150) ton;
Crane, Cableway twenty-five (25) ton and over; Crane,
Floating Clamshell three (3) cu. Yds. And over; Crane,
ninety (90) ton through one hundred ninety nine (199) ton
up to and including two hundred foot (200') of boom
(including jib inserts and/or attachments); Crane, fifty
(50) ton through eighty nine (89) ton with over one hundred
fifty foot (150') boom (including jib inserts and/or
attachments); Crane, Whirley under ninety (90) ton; Crusher
Plant; Excavator over one hundred thirty thousand (130,000)
lbs.; Loader one hundred twenty thousand (120,000) lbs. and
above; Remote Controlled Earth Moving Equipment; Shovel,
Dragline, Clamshell, five (5) cu. Yds. And over; Underwater
Equipment remote or otherwise, when used in construction
work; Wheel Excavator any size
Group 3
Bulldozer, over seventy thousand (70,000) lbs. up to and
including one hundred twenty thousand (120,000) lbs.;
Crane, Boom Truck fifty (50) ton and over with less than
one hundred fifty foot (150') boom; Crane, fifty (50) ton
through eighty nine (89) ton with one hundred fifty foot
(150') boom or less (including jib inserts and/or
attachments); Crane, Shovel, Dragline or Clamshell three
(3) cu. yds. but less than five (5) cu. Yds.; Excavator
over eighty thousand (80,000) lbs. through one hundred
thirty thousand (130,000) lbs.; Loader sixty thousand
(60,000) lbs. and less than one hundred twenty thousand
(120,000) lbs.
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Group 4
Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement
profiler, under eight foot (8') lateral cut; Asphalt,
Material Transfer Vehicle Operator; Back Filling Machine;
Backhoe, Robotic, track and wheel type up to and including
twenty thousand (20,000) lbs. with any attachments; Blade
(any type); Boatman; Boring Machine; Bulldozer over twenty
thousand (20,000) lbs. and more than one hundred (100)
horse up to seventy thousand (70,000) lbs.; Cable-Plow (any
type); Cableway up to twenty five (25) ton; Cat Drill (John
Henry); Chippers; Compactor, multi-engine; Compactor,
Robotic; Compactor with blade self-propelled; Concrete,
Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;
Concrete, Paving Road Mixer; Concrete, Reinforced Tank
Banding Machine; Crane, Boom Truck twenty (20) ton and
under fifty (50) ton; Crane, Bridge Locomotive, Gantry and
Overhead; Crane, Carry Deck; Crane, Chicago Boom and
similar types; Crane, Derrick Operator, under one hundred
(100) ton; Crane, Floating Clamshell, Dragline, etc.
Operator, under three (3) cu. yds. Or less than thirty (30)
ton; Crane, under fifty (50) ton; Crane, Quick Tower under
one hundred foot (100') in height and less than one hundred
fifty foot (150') jib (on rail included); Diesel-Electric
Engineer (Plant or Floating); Directional Drill over twenty
thousand (20,000) lbs. pullback; Drill Cat Operator; Drill
Doctor and/or Bit Grinder; Driller, Percussion, Diamond,
Core, Cable, Rotary and similar type; Excavator Operator
over twenty thousand (20,000) lbs. through eighty thousand
(80,000) lbs.; Generator Operator; Grade-all; Guardrail
Machines, i.e. punch, auger, etc.; Hammer Operator
(Piledriver); Hoist, stiff leg, guy derrick or similar
type, fifty (50) ton and over; Hoist, two (2) drums or
more; Hydro Axe (loader mounted or similar type); Jack
Operator, Elevating Barges, Barge Operator, self-unloading;
Loader Operator, front end and overhead, twenty five
thousand (25,000) lbs. and less than sixty thousand
(60,000) lbs.; Log Skidders; Piledriver Operator (not crane
type); Pipe, Bending, Cleaning, Doping and Wrapping
Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired
Dozers and Pushers; Scraper, all types; Side-Boom; Skip
Loader, Drag Box; Strump Grinder (loader mounted or similar
type); Surface Heater and Planer; Tractor, rubber-tired,
over fifty (50) HP Flywheel; Trenching Machine three foot
(3') depth and deeper; Tub Grinder (used for wood debris);
Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine;
Ultra High Pressure Water Jet Cutting Tool System Operator;
Vacuum Blasting Machine Operator; Water pulls, Water wagons
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Group 5
Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt
mix); Asphalt, Roto-Mill pavement profiler ground man;
Bulldozer, twenty thousand (20,000) lbs. or less, or one
hundred (100) horse or less; Cement Pump; Chip Spreading
Machine; Churn Drill and Earth Boring Machine; Compactor,
self-propelled without blade; Compressor, (any power) one
thousand two hundred fifty (1,250) cu. ft. and over, total
capacity; Concrete, Batch Plant Quality control; Concrete,
Combination Mixer and compressor operator, gunite work;
Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb
and Gutter; Concrete, Finishing Machine; Concrete, Grouting
Machine; Concrete, Internal Full Slab Vibrator Operator;
Concrete, Joint Machine; Concrete, Mixer single drum, any
capacity; Concrete, Paving Machine eight foot (8') or less;
Concrete, Planer; Concrete, Pump; Concrete, Pump Truck;
Concrete, Pumpcrete Operator (any type); Concrete, Slip
Form Pumps, power driven hydraulic lifting device for
concrete forms; Conveyored Material Hauler; Crane, Boom
Truck under twenty (20) tons; Crane, Boom Type lifting
device, five (5) ton capacity or less; Drill, Directional
type less than twenty thousand (20,000) lbs. pullback; Fork
Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist
Operator, single drum; Hydraulic Backhoe track type up to
and including twenty thousand (20,000) lbs.; Hydraulic
Backhoe wheel type (any make); Laser Screed; Loaders,
rubber-tired type, less than twenty five thousand (25,000)
lbs.; Pavement Grinder and/or Grooving Machine (riding
type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer
or similar types; Pump Operator, more than five (5) pumps
(any size); Rail, Ballast Compactor, Regulator, or Tamper
machines; Service Oiler (Greaser); Sweeper Self-Propelled;
Tractor, Rubber-Tired, fifty (50) HP flywheel and under;
Trenching Machine Operator, maximum digging capacity three
foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power
Jumbo setting slip forms, etc.
Group 6
Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck
Mounted Asphalt Spreader, with Screed; Auger Oiler;
Boatman; Bobcat, skid steed (less than one (1) yard);
Broom, self-propelled; Compressor Operator (any power)
under 1,250 cu. ft. total capacity; Concrete Curing Machine
(riding type); Concrete Saw; Conveyor Operator or
Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler;
Deckhand; Drill, Directional Locator; Fork Lift; Grade
Checker; Guardrail Punch Oiler; Hydrographic Seeder
Machine, straw, pulp or seed; Hydrostatic Pump Operator;
Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump
(any power); Rail, Brakeman, Switchman, Motorman; Rail,
Tamping Machine, mechanical, self-propelled; Rigger; Roller
grading (not asphalt); Truck, Crane Oiler-Driver
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IRON0014-005 07/01/2019
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE,
STEVENS, WALLA WALLA AND WHITMAN COUNTIES
Rates Fringes
IRONWORKER.......................$ 33.59 29.26
IRON0029-002 05/01/2018
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM
COUNTIES
Rates Fringes
IRONWORKER.......................$ 37.00 27.87
IRON0086-002 07/01/2019
YAKIMA, KITTITAS AND CHELAN COUNTIES
Rates Fringes
IRONWORKER.......................$ 33.59 29.26
IRON0086-004 07/01/2019
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES
Rates Fringes
IRONWORKER.......................$ 42.35 29.56
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LABO0238-004 06/01/2020
PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th
Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA
SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE,
STEVENS & WHITMAN COUNTIES
Rates Fringes
LABORER (PASCO)
GROUP 1.....................$ 26.69 13.65
GROUP 2.....................$ 28.79 13.65
GROUP 3.....................$ 29.06 13.65
GROUP 4.....................$ 29.33 13.65
GROUP 5.....................$ 29.61 13.65
LABORER (SPOKANE)
GROUP 1.....................$ 26.69 13.65
GROUP 2.....................$ 28.79 13.65
GROUP 3.....................$ 29.06 13.65
GROUP 4.....................$ 29.33 13.65
GROUP 5.....................$ 29.61 13.65
Zone Differential (Add to Zone 1 rate): $2.00
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office.
LABORERS CLASSIFICATIONS
GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic
Control Maintenance Laborer (to include erection and
maintenance of barricades, signs and relief of flagperson);
Window Washer/Cleaner (detail cleanup, such as, but not
limited to cleaning floors, ceilings, walls, windows, etc.
prior to final acceptance by the owner)
GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder;
Carpenter Tender; Cement Handler; Clean-up Laborer;
Concrete Crewman (to include stripping of forms, hand
operating jacks on slip form construction, application of
concrete curing compounds, pumpcrete machine, signaling,
handling the nozzle of squeezcrete or similar machine,6
inches and smaller); Confined Space Attendant; Concrete
Signalman; Crusher Feeder; Demolition (to include clean-up,
burning, loading, wrecking and salvage of all material);
Dumpman; Fence Erector; Firewatch; Form Cleaning Machine
Feeder, Stacker; General Laborer; Grout Machine Header
Tender; Guard Rail (to include guard rails, guide and
reference posts, sign posts, and right-of-way markers);
Hazardous Waste Worker, Level D (no respirator is used and
skin protection is minimal); Miner, Class ""A"" (to include
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all bull gang, concrete crewman, dumpman and pumpcrete
crewman, including distributing pipe, assembly & dismantle,
and nipper); Nipper; Riprap Man; Sandblast Tailhoseman;
Scaffold Erector (wood or steel); Stake Jumper; Structural
Mover (to include separating foundation, preparation,
cribbing, shoring, jacking and unloading of structures);
Tailhoseman (water nozzle); Timber Bucker and Faller (by
hand); Track Laborer (RR); Truck Loader; Well-Point Man;
All Other Work Classifications Not Specially Listed Shall
Be Classified As General Laborer
GROUP 3: Asphalt Roller, walking; Cement Finisher Tender;
Concrete Saw, walking; Demolition Torch; Dope Pot Firemen,
non-mechanical; Driller Tender (when required to move and
position machine); Form Setter, Paving; Grade Checker using
level; Hazardous Waste Worker, Level C (uses a chemical
""splash suit"" and air purifying respirator); Jackhammer
Operator; Miner, Class ""B"" (to include brakeman, finisher,
vibrator, form setter); Nozzleman (to include squeeze and
flo-crete nozzle); Nozzleman, water, air or steam; Pavement
Breaker (under 90 lbs.); Pipelayer, corrugated metal
culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy
Operator; Power Tool Operator, gas, electric, pneumatic;
Railroad Equipment, power driven, except dual mobile power
spiker or puller; Railroad Power Spiker or Puller, dual
mobile; Rodder and Spreader; Tamper (to include operation
of Barco, Essex and similar tampers); Trencher, Shawnee;
Tugger Operator; Wagon Drills; Water Pipe Liner;
Wheelbarrow (power driven)
GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush
Machine (to include horizontal construction joint cleanup
brush machine, power propelled); Caisson Worker, free air;
Chain Saw Operator and Faller; Concrete Stack (to include
laborers when laborers working on free standing concrete
stacks for smoke or fume control above 40 feet high);
Gunite (to include operation of machine and nozzle);
Hazardous Waste Worker, Level B (uses same respirator
protection as Level A. A supplied air line is provided in
conjunction with a chemical ""splash suit""); High Scaler;
Laser Beam Operator (to include grade checker and elevation
control); Miner, Class C (to include miner, nozzleman for
concrete, laser beam operator and rigger on tunnels);
Monitor Operator (air track or similar mounting); Mortar
Mixer; Nozzleman (to include jet blasting nozzleman, over
1,200 lbs., jet blast machine power propelled, sandblast
nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to
include working topman, caulker, collarman, jointer,
mortarman, rigger, jacker, shorer, valve or meter
installer); Pipewrapper; Plasterer Tender; Vibrators (all)
GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker,
Level A (utilizes a fully encapsulated suit with a
self-contained breathing apparatus or a supplied air line);
Miner Class ""D"", (to include raise and shaft miner, laser
beam operator on riases and shafts)
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LABO0238-006 06/01/2019
COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON,
CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT,
LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA,
WHITMAN
Rates Fringes
Hod Carrier......................$ 27.95 12.90
LABO0242-003 06/01/2020
KING COUNTY
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.35
GROUP 2A....................$ 31.82 12.35
GROUP 3.....................$ 39.81 12.35
GROUP 4.....................$ 40.77 12.35
GROUP 5.....................$ 41.43 12.35
Group 6.....................$ 41.43 12.35
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
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LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2A: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical ""splash suit"");
High Scaler; Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Mortarman and Hodcarrier; Powderman;
Re-Timberman; Hazardous Waste Worker (Level A: utilizes a
fully encapsulated suit with a self-contained breathing
apparatus or a supplied air line).
Group 6: Miner
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LABO0252-010 06/01/2020
CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC
(EXCLUDING SOUTHWEST), PIERCE, AND THURSTON COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.44
GROUP 2.....................$ 31.82 12.44
GROUP 3.....................$ 39.81 12.44
GROUP 4.....................$ 40.77 12.44
GROUP 5.....................$ 41.43 12.44
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
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GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Groutmen (pressure)
including post tension beams; Hazardous Waste Worker (Level
B: uses same respirator protection as Level A. A supplied
air line is provided in conjunction with a chemical ""splash
suit""); Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Grade Checker and Transit Person; High Scaler; Powderman;
Re-Timberman; Hazardous Waste Worker (Level A: utilizes a
fully encapsulated suit with a self-contained breathing
apparatus or a supplied air line).
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LABO0292-008 06/01/2020
ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.44
GROUP 2.....................$ 31.82 12.44
GROUP 3.....................$ 39.81 12.44
GROUP 4.....................$ 40.77 12.44
GROUP 5.....................$ 41.43 12.44
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
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GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical ""splash suit"");
High Scaler; Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Powderman; Re-Timberman; Hazardous Waste Worker (Level A:
utilizes a fully encapsulated suit with a self-contained
breathing apparatus or a supplied air line).
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LABO0335-001 06/01/2020
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE
MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY
WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES
Rates Fringes
Laborers:
ZONE 1:
GROUP 1....................$ 34.93 12.44
GROUP 2....................$ 35.65 12.44
GROUP 3....................$ 36.20 12.44
GROUP 4....................$ 36.66 12.44
GROUP 5....................$ 31.93 12.44
GROUP 6....................$ 29.01 12.44
GROUP 7....................$ 25.14 12.44
Zone Differential (Add to Zone 1 rates):
Zone 2 $ 0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city all.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
LABORERS CLASSIFICATIONS
GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch
Weighman; Broomers; Brush Burners and Cutters; Car and
Truck Loaders; Carpenter Tender; Change-House Man or Dry
Shack Man; Choker Setter; Clean-up Laborers; Curing,
Concrete; Demolition, Wrecking and Moving Laborers;
Dumpers, road oiling crew; Dumpmen (for grading crew);
Elevator Feeders; Median Rail Reference Post, Guide Post,
Right of Way Marker; Fine Graders; Fire Watch; Form
Strippers (not swinging stages); General Laborers;
Hazardous Waste Worker; Leverman or Aggregate Spreader
(Flaherty and similar types); Loading Spotters; Material
Yard Man (including electrical); Pittsburgh Chipper
Operator or Similar Types; Railroad Track Laborers; Ribbon
Setters (including steel forms); Rip Rap Man (hand placed);
Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers;
Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring;
Timber Faller and Bucker (hand labor); Toolroom Man (at job
site); Tunnel Bullgang (above ground); Weight-Man- Crusher
(aggregate when used)
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GROUP 2: Applicator (including pot power tender for same),
applying protective material by hand or nozzle on utility
lines or storage tanks on project; Brush Cutters (power
saw); Burners; Choker Splicer; Clary Power Spreader and
similar types; Clean- up Nozzleman-Green Cutter (concrete,
rock, etc.); Concrete Power Buggyman; Concrete Laborer;
Crusher Feeder; Demolition and Wrecking Charred Materials;
Gunite Nozzleman Tender; Gunite or Sand Blasting Pot
Tender; Handlers or Mixers of all Materials of an
irritating nature (including cement and lime); Tool
Operators (includes but not limited to: Dry Pack Machine;
Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping
and Wrapping; Post Hole Digger, air, gas or electric;
Vibrating Screed; Tampers; Sand Blasting (Wet);
Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew,
Bullgang (underground)
GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill
Operators, air tracks, cat drills, wagon drills,
rubber-mounted drills, and other similar types including at
crusher plants; Gunite Nozzleman; High Scalers, Strippers
and Drillers (covers work in swinging stages, chairs or
belts, under extreme conditions unusual to normal drilling,
blasting, barring-down, or sloping and stripping); Manhole
Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power
Saw Operators (Bucking and Falling); Pumpcrete Nozzlemen;
Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor
Machines, Ballast Regulators, Multiple Tampers, Power
Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and
Timbermen; Vibrator; Water Blaster
GROUP 4: Asphalt Raker; Concrete Saw Operator (walls);
Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam
(pipelaying)-applicable when employee assigned to move, set
up, align; Laser Beam; Tunnel Miners; Motorman-Dinky
Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel
GROUP 5: Traffic Flaggers
GROUP 6: Fence Builders
GROUP 7: Landscaping or Planting Laborers
LABO0335-019 06/01/2020
Rates Fringes
Hod Carrier......................$ 34.93 12.44
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LABO0348-003 06/01/2020
CHELAN, DOUGLAS (W OF 12TH MERIDIAN), KITTITAS, AND YAKIMA
COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 23.68 12.44
GROUP 2.....................$ 27.17 12.44
GROUP 3.....................$ 29.74 12.44
GROUP 4.....................$ 30.46 12.44
GROUP 5.....................$ 30.99 12.44
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
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GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical ""splash suit"");
High Scaler; Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Powderman; Re-Timberman; Hazardous Waste Worker (Level A:
utilizes a fully encapsulated suit with a self-contained
breathing apparatus or a supplied air line).
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PAIN0005-002 07/01/2020
STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH),
SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Painters:
STRIPERS....................$ 31.90 17.23
PAIN0005-004 03/01/2009
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
PAINTER..........................$ 20.82 7.44
* PAIN0005-006 07/01/2018
ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE);
CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS,
LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA,
WHITMAN AND YAKIMA COUNTIES
Rates Fringes
PAINTER
Application of Cold Tar
Products, Epoxies, Polyure
thanes, Acids, Radiation
Resistant Material, Water
and Sandblasting............$ 30.19
Over 30'/Swing Stage Work..$ 22.20
Brush, Roller, Striping,
Steam-cleaning and Spray....$ 22.94
Lead Abatement, Asbestos
Abatement...................$ 21.50
11.71
7.98
11.61
7.98
*$.70 shall be paid over and above the basic wage rates
listed for work on swing stages and high work of over 30
feet.
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* PAIN0055-003 07/01/2020
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
PAINTER Brush & Roller..............$ 26.56 13.40 Spray and Sandblasting......$ 26.56 13.40
All high work over 60 ft. = base rate + $0.75
PAIN0055-006 03/01/2020
CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES
Rates Fringes
Painters:
HIGHWAY & PARKING LOT
STRIPER.....................$ 35.87 13.40
PLAS0072-004 06/01/2020
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA
COUNTIES
Rates Fringes
CEMENT MASON/CONCRETE FINISHER
ZONE 1......................$ 31.30 15.53
Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee
Zone 1: 0 - 45 radius miles from the main post office
Zone 2: Over 45 radius miles from the main post office
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PLAS0528-001 06/01/2020
CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES
Rates Fringes
CEMENT MASON
CEMENT MASON................$ 45.80 18.54
COMPOSITION, TROWEL
MACHINE, GRINDER, POWER
TOOLS, GUNNITE NOZZLE.......$ 46.30 18.54
TROWELING MACHINE OPERATOR
ON COMPOSITION..............$ 46.30 18.54
PLAS0555-002 07/01/2019
CLARK, KLICKITAT AND SKAMANIA COUNTIES
ZONE 1:
Rates Fringes
CEMENT MASON
CEMENT MASONS DOING BOTH
COMPOSITION/POWER
MACHINERY AND
SUSPENDED/HANGING SCAFFOLD..$ 37.32
CEMENT MASONS ON
18.77
SUSPENDED, SWINGING AND/OR
HANGING SCAFFOLD............$ 36.58 18.77
CEMENT MASONS...............$ 35.85 18.77
COMPOSITION WORKERS AND
POWER MACHINERY OPERATORS...$ 36.58 18.77
Zone Differential (Add To Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 3.00
BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,
SALEM, THE DALLES, VANCOUVER
ZONE 1: Projects within 30 miles of the respective city hall
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall
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TEAM0037-002 06/01/2019
CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line
made by extending the north boundary line of Wahkiakum County
west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES
Truck drivers:
Rates Fringes
ZONE 1
GROUP 1....................$ 29.08 15.27
GROUP 2....................$ 29.20 15.27
GROUP 3....................$ 29.34 15.27
GROUP 4....................$ 29.62 15.27
GROUP 5....................$ 29.85 15.27
GROUP 6....................$ 30.03 15.27
GROUP 7....................$ 30.24 15.27
Zone Differential (Add to Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city
hall.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: A Frame or Hydra lifrt truck w/load bearing
surface; Articulated Dump Truck; Battery Rebuilders; Bus or
Manhaul Driver; Concrete Buggies (power operated); Concrete
Pump Truck; Dump Trucks, side, end and bottom dumps,
including Semi Trucks and Trains or combinations there of:
up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts
(all sizes in loading, unloading and transporting material
on job site); Loader and/or Leverman on Concrete Dry Batch
Plant (manually operated); Pilot Car; Pickup Truck; Solo
Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender;
Truck Mechanic Tender; Water Wagons (rated capacity) up to
3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds.
and under; Lubrication Man, Fuel Truck Driver, Tireman,
Wash Rack, Steam Cleaner or combinations; Team Driver;
Slurry Truck Driver or Leverman; Tireman
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GROUP 2: Boom Truck/Hydra-lift or Retracting Crane;
Challenger; Dumpsters or similar equipment all sizes; Dump
Trucks/Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader
Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer
or doubles transporting equipment or wet or dry materials;
Lumber Carrier, Driver-Straddle Carrier (used in loading,
unloading and transporting of materials on job site); Oil
Distributor Driver or Leverman; Transit mix and wet or dry
mix trcuks: over 5 cu. yds. and including 7 cu. yds.;
Vacuum Trucks; Water truck/Wagons (rated capacity) over
3,000 to 5,000 gallons
GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks,
side, end and bottom dumps, including Semi Trucks and
Trains or combinations thereof: over 10 cu. yds. and
including 30 cu. yds. includes Articulated Dump Trucks;
Self-Propelled Street Sweeper; Transit mix and wet or dry
mix truck: over 7 cu yds. and including 11 cu yds.; Truck
Mechanic-Welder-Body Repairman; Utility and Clean-up Truck;
Water Wagons (rated capacity) over 5,000 to 10,000 gallons
GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom
cumps, including Semi-Trucks and Trains or combinations
thereof: over 30 cu. yds. and including 50 cu. yds.
includes Articulated Dump Trucks; Fire Guard; Transit Mix
and Wet or Dry Mix Trucks, over 11 cu. yds. and including
15 cu. yds.; Water Wagon (rated capacity) over 10,000
gallons to 15,000 gallons
GROUP 5: Composite Crewman; Dump Trucks, side, end and
bottom dumps, including Semi Trucks and Trains or
combinations thereof: over 50 cu. yds. and including 60 cu.
yds. includes Articulated Dump Trucks
GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre-Batch
concrete Mix Trucks; Dump trucks, side, end and bottom
dumps, including Semi Trucks and Trains of combinations
thereof: over 60 cu. yds. and including 80 cu. yds., and
includes Articulated Dump Trucks; Skid Truck
GROUP 7: Dump Trucks, side, end and bottom dumps, including
Semi Trucks and Trains or combinations thereof: over 80 cu.
yds. and including 100 cu. yds., includes Articulated Dump
Trucks; Industrial Lift Truck (mechanical tailgate)
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* TEAM0174-001 06/01/2019
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (North of a straight line made by extending the
north boundary line of Wahkiakum County west to the Pacific
Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
Truck drivers:
ZONE A:
GROUP 1:...................$ 40.38 20.46
GROUP 2:...................$ 39.54 20.46
GROUP 3:...................$ 36.73 20.46
GROUP 4:...................$ 31.76 20.46
GROUP 5:...................$ 39.93 20.46
ZONE B (25-45 miles from center of listed cities*): Add $.70
per hour to Zone A rates.
ZONE C (over 45 miles from centr of listed cities*): Add
$1.00 per hour to Zone A rates.
*Zone pay will be calculated from the city center of the
following listed cities:
BELLINGHAM CENTRALIA RAYMOND OLYMPIA
EVERETT SHELTON ANACORTES BELLEVUE
SEATTLE PORT ANGELES MT. VERNON KENT
TACOMA PORT TOWNSEND ABERDEEN BREMERTON
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1 - ""A-frame or Hydralift"" trucks and Boom trucks or
similar equipment when ""A"" frame or ""Hydralift"" and Boom
truck or similar equipment is used; Buggymobile; Bulk
Cement Tanker; Dumpsters and similar equipment,
Tournorockers, Tournowagon, Tournotrailer, Cat DW series,
Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid
Two and Four-Wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump Trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations thereof with 16 yards to 30 yards capacity:
Over 30 yards $.15 per hour additional for each 10 yard
increment; Explosive Truck (field mix) and similar
equipment; Hyster Operators (handling bulk loose
aggregates); Lowbed and Heavy Duty Trailer; Road Oil
Distributor Driver; Spreader, Flaherty Transit mix used
exclusively in heavy construction; Water Wagon and Tank
Truck-3,000 gallons and over capacity
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GROUP 2 - Bulllifts, or similar equipment used in loading or
unloading trucks, transporting materials on job site;
Dumpsters, and similar equipment, Tournorockers,
Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra,
Le Tourneau, Westinghouse, Athye wagon, Euclid two and
four-wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations thereof with less than 16 yards capacity;
Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck,
Greaser, Battery Service Man and/or Tire Service Man;
Leverman and loader at bunkers and batch plants; Oil tank
transport; Scissor truck; Slurry Truck; Sno-Go and similar
equipment; Swampers; Straddler Carrier (Ross, Hyster) and
similar equipment; Team Driver; Tractor (small,
rubber-tired)(when used within Teamster jurisdiction);
Vacuum truck; Water Wagon and Tank trucks-less than 3,000
gallons capacity; Winch Truck; Wrecker, Tow truck and
similar equipment
GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup
Truck. (Adjust Group 3 upward by $2.00 per hour for onsite
work only)
GROUP 4 - Escort or Pilot Car
GROUP 5 - Mechanic
HAZMAT PROJECTS
Anyone working on a HAZMAT job, where HAZMAT certification is
required, shall be compensated as a premium, in addition to
the classification working in as follows:
LEVEL C: +$.25 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B: +$.50 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical ""splash suit.""
LEVEL A: +$.75 per hour - This level utilizes a fully-
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
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TEAM0690-004 01/01/2019
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA
COUNTIES
Rates Fringes
Truck drivers: (AREA 1:
SPOKANE ZONE CENTER: Adams,
Chelan, Douglas, Ferry,
Grant, Kittitas, Lincoln,
Okanogan, Pen Oreille,
Spokane, Stevens, and Whitman
Counties
AREA 1: LEWISTON ZONE CENTER:
Asotin, Columbia, and
Garfield Counties
AREA 2: PASCO ZONE CENTER:
Benton, Franklin, Walla Walla
and Yakima Counties)
AREA 1:
GROUP 1....................$ 23.91 17.40
GROUP 2....................$ 26.18 17.40
GROUP 3....................$ 26.68 17.40
GROUP 4....................$ 27.01 17.40
GROUP 5....................$ 27.12 17.40
GROUP 6....................$ 27.29 17.40
GROUP 7....................$ 27.82 17.40
GROUP 8....................$ 28.18 17.40
AREA 2:
GROUP 1....................$ 26.05 17.40
GROUP 2....................$ 28.69 17.40
GROUP 3....................$ 28.80 17.40
GROUP 4....................$ 29.13 17.40
GROUP 5....................$ 29.24 17.40
GROUP 6....................$ 29.24 17.40
GROUP 7....................$ 29.78 17.40
GROUP 8....................$ 30.10 17.40
Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00)
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: Outside 45 radius miles from the main post office
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TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power
Boat Hauling Employees or Material
GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and
under); Leverperson (loading trucks at bunkers); Trailer
Mounted Hydro Seeder and Mulcher; Seeder & Mulcher;
Stationary Fuel Operator; Tractor (small, rubber-tired,
pulling trailer or similar equipment)
GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile &
Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. &
under); Flat Bed Truck with Hydraullic System; Fork Lift
(3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner &
Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo;
Scissors Truck; Slurry Truck Driver; Straddle Carrier
(Ross, Hyster, & similar); Tireperson; Transit Mixers &
Truck Hauling Concrete (3 yd. to & including 6 yds.);
Trucks, side, end, bottom & articulated end dump (3 yards
to and including 6 yds.); Warehouseperson (to include
shipping & receiving); Wrecker & Tow Truck
GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser;
Trucks, side, end, bottom & articulated end dump (over 6
yards to and including 12 yds.); Truck Mounted Hydro
Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons)
GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under);
Self- loading Roll Off; Semi-Truck & Trailer; Tractor with
Steer Trailer; Transit Mixers and Trucks Hauling Concrete
(over 6 yds. to and including 10 yds.); Trucks, side, end,
bottom and end dump (over 12 yds. to & including 20 yds.);
Truck-Mounted Crane (with load bearing surface either
mounted or pulled, up to 14 ton); Vacuum Truck (super
sucker, guzzler, etc.)
GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift
(over 16,000 lbs.); Dumps (Semi-end); Mechanic (Field);
Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers &
Trucks Hauling Concrete (over 10 yds. to & including 20
yds.); Trucks, side, end, bottom and articulated end dump
(over 20 yds. to & including 40 yds.); Truck and Pup;
Tournarocker, DWs & similar with 2 or more 4 wheel-power
tractor with trailer, gallonage or yardage scale, whichever
is greater Water Tank Truck (8,001- 14,000 gallons);
Lowboy(over 50 tons)
GROUP 7: Oil Distributor Driver; Stringer Truck (cable
oeprated trailer); Transit Mixers & Trucks Hauling Concrete
(over 20 yds.); Truck, side, end, bottom end dump (over 40
yds. to & including 100 yds.); Truck Mounted Crane (with
load bearing surface either mounted or pulled (16 through
25 tons);
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GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end,
bottom and articulated end dump (over 100 yds.); Helicopter
Pilot Hauling Employees or Materials
Footnote A - Anyone working on a HAZMAT job, where HAZMAT
certification is required, shall be compensated as a
premium, in additon to the classification working in as
follows:
LEVEL C-D: - $.50 PER HOUR (This is the lowest level of
protection. This level may use an air purifying respirator
or additional protective clothing.
LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction
with a chemical spash suit or fully encapsulated suit with
a self-contained breathing apparatus.
Employees shall be paid Hazmat pay in increments of four(4)
and eight(8) hours.
NOTE:
Trucks Pulling Equipment Trailers: shall receive $.15/hour
over applicable truck rate
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
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The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
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Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
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2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION"
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